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Dam chuyen 37m wanchai hong kong

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Page 1: Dam chuyen 37m wanchai hong kong
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c Copyright :
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This drawing and the design concepts presented cannot be reproduced without the permission of Freyssinet Hong Kong Ltd.
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FIRST ISSUE
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GENERAL NOTES
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FOR YOUTH DEVELOPMENT AT
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CONSTRUCTION OF CENTRE
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First Issued
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03.02.06
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Drawing Title
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Project
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-
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Issue
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Stat.
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Consultant
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Rev.
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0
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R613/PTB/SD/001
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Drg. No.
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R613/SD/001-B
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Date
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Date
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NTS
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Approved
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Checked
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CAD File No.
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MG
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MP
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Scale
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B
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Rev.
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CHAI WAN
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Description
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Date
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KS
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Drawn
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03.02.06
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By
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KS
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Date
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03.02.06
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App.
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MG
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03.02.06
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03.02.06
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%%UGENERAL NOTES :
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%%UCONCRETE :
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1. MINIMUM CONCRETE STRENGTH SHALL BE fc'= 45 MPa AT 28 DAYS CONFORMING TO
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2. MINIMUM CONCRETE STRENGTH AT TRANSFER SHALL BE fci = 25 MPa
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AFTER EACH POUR SEQUENCE
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3. MINIMUM CONCRETE COVER TO THE NEAREST REINFORCEMENT SHALL BE 40mm.
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4. CONCRETE PUMP LINE SHALL BE ADEQUATELY RESTRAINED AND PLACED ON
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STOOLS OR TIMBER BLOCKS.
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ANCHORAGES TO INSURE UNIFORM COMPACTION AT THESE POINTS, CARE SHOULD
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5. SPECIAL ATTENTION MUST BE GIVEN TO VIBRATION OF CONCRETE AT TENDON
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BE EXERCISED TO PREVENT CONCRETE FROM ENTERING POCKETS, SHEATING, OR
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ANCHORAGE HARDWARE.
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6. ALL CONSTRUCTION JOINTS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS OR AS APPROVED BY THE ENGINEER.
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ALL CONSTRUCTION JOINTS SHALL BE WELL SCABBLED, CLEANED & WET PRIOR TO CONCRETING.
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1. THIS DRAWING CONTAINS ONLY GENERAL NOTES, SPECIFIC NOTES PERTAINING TO
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ELEMENTS OF WORK ARE SHOWN ON RELEVANT DRAWINGS.
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2. NO DIMENSION SHOULD BE OBTAINED FROM SCALING DRAWINGS.
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3. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETRES.
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4. ALL SETTING OUT INFORMATION SHOWN ON THE DRAWINGS SHALL BE CHECKED AND AGREED WITH
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THE ENGINEER PRIOR TO IMPLEMENTATION. ALIGNMENTS OF ALL STRUCTURES ARE BASED ON
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ARCHITECTURAL DRAWINGS.
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5. PRESTRESSED TRANSFER GIRDER BOX BEAMS ARE DESIGNED IN ACCORDANCE WITH BS8110:1985
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MINIMUM CONCRETE COVER TO THE NEAREST TENDON DUCT SHALL BE 50mm.
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HONG KONG BUILDING (CONSTRUCTION) REGULATIONS, 1990.
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12 - T25 - 8 - 150 T
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SUFFIX
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BAR SPACING
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BAR MARK
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= TOP
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= BOTTOM
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= FAR FACE
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= EACH FACE
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= BOTH FACE
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= NEAR FACE
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= BOTTOM OF TOP SLAB
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= TOP OF BOTTOM SLAB
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= TOP OF TOP SLAB
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= SECOND LAYER FROM BOTTOM FACE
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= FIRST LAYER FROM BOTTOM FACE
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= SECOND LAYER FROM TOP FACE
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= FIRST LAYER FROM TOP FACE
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= TOP & BOTTOM
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T
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B
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%%USUFFIX
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FF
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BF
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EF
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NF
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T1
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T2
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B1
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TT
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TB
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BT
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B2
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T & B
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NO. OF BARS
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BAR CLASS
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BAR DIAMETER
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%%UREINFORCEMENT :
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= U-SHAPED BAR
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= LENGTH VARIES
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= DOUBLE STIRRUP
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= SINGLE STIRRUP
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= L-SHAPED BAR
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= ALTERNATELY PLACED
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= ALTERNATELY REVERSED
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= BOTTOM OF BOTTOM SLAB
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= ALTERNATELY STAGGERED
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= RANDOM LENGTH
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= EVENLY DISTRIBUTED
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LB
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ED
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SS
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= BOTH WAYS
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= LINK
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DS
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BW
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LK
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UB
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RL
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LV
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ALT
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AR
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AS
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BB
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(WITH STAGGERED LAPS)
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HIGH YIELD
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PLAIN MILD
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CONCRETE
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45D
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34D
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45
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GRADE
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ANCHORAGE
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LENGTH
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D IS THE DIAMETER OF THE SMALLEST BAR
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LAP LENGTH
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4. LAPS OTHER THAN THOSE INDICATED ON THE DRAWINGS SHALL BE MADE ONLY WITH THE APPROVAL
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OF THE ENGINEER.
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5. STEEL SPACERS ARE TO PROVIDED BETWEEN ADJACENT LAYERS OF PARALLEL REINFORCEMENT.
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THE DIAMETER OF SPACERS SHALL BE THE SAME AS THAT OF THE SMALLEST BAR IN THE LAYERS
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BUT SHALL BE NOT LESS THAN 25mm. SPACERS SHALL BE PLACED AT INTERVALS OF NOT MORE
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THAN 60 x DIAMETER OR SMALLEST BAR, UNLESS OTHERWISE SPECIFIED.
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6. ALL BARS SHALL BE LAPPED WHEN NECESSARY SUBJECT TO FOLLOWING CONDITIONS :
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A. LAPS IN ADJACENT BARS SHALL BE STAGGERED.
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B. MINIMUM LAP LENGTH SHALL BE IN ACCORDANCE WITH NOTE 7.
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7. MINIMUM ANCHORAGE AND LAP LENGTH AS SHOWN IN THE FOLLOWING TABLE SHALL BE FOLLOWED
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OTHERWISE AS SHOWN ON THE DRAWINGS
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45
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34D
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45D
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TYPE OF BAR : T = HOT ROLLED HIGH YIELD DEFORMED BAR OF MINIMUM YIELD STRESS
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460N/mm
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2
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.
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R = PLAIN MILD STEEL BAR OF MINIMUM YIELD STRESS 250N/mm
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2
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.
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1. ALL UNTENSIONED REINFORCEMENT SHALL SHALL BE IN ACCORDANCE WITH CS2:1995.
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2. ALL REINFORCEMENT TO BE CUT AND BENT IN ACCORDANCE WITH BS4466.
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3. NOTATION OF BAR REINFORCEMENT :
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HIGH YIELD STRENGTH, fy = 460 MPa
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TENDON SHALL GOVERN.
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8. WHEREVER THERE IS CONFLICT BETWEEN A TENDON AND ANY KIND OF CONDUIT OR REINFORCEMENT, THE
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9. TOP REINFORCEMENT IS NOT TO BE INSTALLED UNTIL AFTER TENDON HAVE BEEN PLACED.
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7. ALL CONCRETE SHALL BE CURED FOR A PERIOD OF 7 DAYS TO PREVENT PREMATURE DRYING.
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%%UPRESTRESSING :
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3.0 TENDON PLACING
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3.1 DUCTS SHALL BE SET TO PROFILES GIVEN ON THE DRAWINGS AND SHALL MEET THE FOLLOWING
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REQUIREMENTS.
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3.2 THE RADIUS OF CURVATURE OF THE DUCT CENTERLINE SHALL NOT BE LESS THAN 5000mm.
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3.3 THE DISTANCE FROM THE CENTRE OF A DUCT TO ANY CONCRETE FACE SHALL NOT BE LESS THAN 130mm.
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3.4 DUCTS FOR TENDONS SHALL BE RIGIDLY SUPPORTED AT POINTS NO MORE THAN 1000mm APART
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OR CLOSER WHERE NECESSARY TO PROVIDE THE REQUIRED PROFILES. THE DUCTS SHALL BE HELD IN
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THEIR CORRECT POSITIONS AGAINST FLOTATION AND DISPLACEMENT DURING CONCRETING.
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3.5 THE DUCT PROFILE BETWEEN SPECIFIED POSITIONS SHALL BE SMOOTH CURVES AND/ OR STRAIGHT AS
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APPROPRIATE WITH NO VISIBLE KINK.
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3.6 THE INSTALLATION OF GROUT VENT AND TAPS IN DUCTS SHALL FOLLOW FREYSSINET SPECIFICATIONS AND
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RECOMMENDATION.
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2.0 PRESTRESSING TENDONS (FREYSSINET PRESTRESSING BONDED SYSTEM)
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2.1 EACH TENDON SHALL CONSIST OF THE SPECIFIED NUMBER OF 15.7mm STRESS-RELIEVED SEVEN WIRE
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SUPER STRAND COMPLYING WITH BS5896. THE SPECIFIED NUMBER IS AS NOTED ON THE DRAWINGS. STRAND
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PROPERTIES SHALL BE :
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NOMINAL DIAMETER 15.7 mm
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NOMINAL STEEL AREA 150 mm
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2
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NOMINAL MASS 1.18 kg/m
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NOMINAL ULTIMATE TENSILE STRENGTH 1860 N/mm
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2
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GUARANTEED NOMINAL BREAKING LOAD 279 kN
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MODULUS OF ELASTICITY 195 kN/mm
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2
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STRAND SHALL BE COATED WITH A WATER SOLUBLE OIL (SHELL DROMUS B OR EQUIVALENT) BEFORE
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DELIVERY TO SITE.
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2.2 DUCTS FOR INTERNAL TENDONS SHALL BE CORRUGATED GALVANISED STEEL WITH A MINIMUM WALL
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THICKNESS OF 0.25mm.
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2.3 PRESTRESS LOSS CALCULATIONS ARE BASED ON THE FOLLOWING ASSUMPTIONS:
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DRAW-IN AT ANCHORAGE 6mm
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FRICTION CURVATURE COEFFICIENT u = 0.22 rad-1
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FRICTION WOBBLE FACTOR k = 0.002 PER m
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1.0 GENERAL
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1.1 ALL PRESTRESSING MATERIALS AND OPERATIONS SHALL BE IN ACCORDANCE WITH THE SPECIFICATION.
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1.2 ALL PRESTRESSING AND GROUTING OPERATIONS SHALL BE UNDER THE CHARGE OF A NAMED SUPERVISOR
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WITH APPROPRIATE KNOWLEDGE, TRAINING AND EXPERIENCE TO CARRY OUT SIMILAR OPERATIONS.
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THE NAMED SUPERVISOR SHALL BE PRESENT DURING ALL OPERATIONS AND SHALL BE RESPONSIBLE FOR
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ALL QUALITY ASSURANCE PROCEDURES AND SAFETY PRECAUTIONS. THE APPOINTMENT OF THE NAMED
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SUPERVISOR SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. THE SUPERVISOR(s) AND OPERATORS
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SHALL BE PROPERLY TRAINED IN THE USE OF ALL EQUIPMENT EMPLOYED AND SHALL UNDERSTAND THE
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IMPORTANCE OF PROPER PRESTRESSING AND GROUTING TO THE DURABILITY AND SAFETY OF THE STRUCTURE.
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THIS TRAINING SHALL BE DEMONSTRATED TO THE SATISFACTION OF THE ENGINEER AND SHALL CONSIST OF
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EITHER DOCUMENTARY EVIDENCE OF TRAINING ON THE EQUIPMENT EMPLOYED AND PAST EXPERIENCE OF
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SIMILAR WORK OR CERTIFICATION UNDER A RECOGNIZED CERTIFICATION SCHEME.
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SYSTEM 19C15 FOR THE MAIN GIRDER TRANSFER BEAMS.
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3.7 THE TENDON DUCT INTERNAL DIAMETER SHALL BE 95mm COMPLYING WITH FREYSSINET PRESTRESSING
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FRICTION LOSSES THROUGH THE ANCHORAGE 2%
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6.0 TENDON ANCHORAGES
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6.1 CAPPING GROUT TO TENDON ANCHORAGES AT THE ENDS OF THE GIRDER SHALL BE CAST
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6.2 THE EXPOSED END ANCHORAGES, STRANDS AND OTHER METAL ACCESSORIES SHALL BE FREE FROM RUST,
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MISPLACED MORTAR, GREASE AND LAITANCE. CARE SHALL BE TAKEN NOT TO DAMAGE THE ANCHOR HEAD.
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6.3 THE ANCHORAGE RECESS SHALL BE FILLED WITH GRADE 35 CEMENT GROUT/CONCRETE.
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5.0 GROUTING
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5.1 GROUT STRENGTH SHALL BE 25 MPa AT 7 DAYS.
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4.0 STRESSING OF TENDONS
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4.1 THE TENDON SHALL BE STRESSED IN THE SEQUENCES SPECIFIED ON THE DRAWINGS.
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4.2 THE SPECIFIED PRESTRESSING FORCE IS THE FORCE IN THE TENDON AT THE ANCHORAGE BEFORE
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LOCK-OFF. THE CONTRACTOR SHALL MAKE DUE ALLOWANCE FOR LOSSES IN ANCHOR AND JACK.
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4.3 THE MINIMUM CUBE STRENGTH SHALL BE 25 MPa
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BEFORE STRESSING UNLESS OTHERWISE NOTED.
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4.4 THE WEDGES AT THE DEAD END SHOULD BE CHECKED FOR TIGHTNESS WHEN APPROXIMATELY 10
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% OF THE
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FULL LOAD HAS BEEN APPLIED. THE PULL-IN OF THESE WEDGES, IF ANY, SHOULD BE MEASURED AT THE
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SAME STAGES AS THE STRESSING END EXTENSION IS MEASURED.
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4.5 THE TENDONS SHALL BE STRESSED AT A GRADUAL AND STEADY RATE WITH READINGS OF EXTENSION AND
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LOAD TAKEN AT 10
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% OF THE SPECIFIED PRESTRESSING FORCE AND AT A MINIMUM OF THREE FURTHER,
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APPROXIMATELY EQUAL, INCREMENTS TO ENABLE DETERMINATION OF THE TOTAL EXTENSION. THE
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INCREMENT SHALL BE AGREED PRIOR TO STRESSING. STRESSING SHALL CONTINUE UNTIL THE SPECIFIED
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PRESTRESSING FORCE IS APPLIED, PROVIDED THE EXTENSION, HAVING ALLOWED FOR THE DRAW-IN AT
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THE DEAD END, DOES NOT EXCEED THE CALCULATED EXTENSION BY MORE THAN 5
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%. IF THE EXTENSION
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OBTAINED AFTER APPLYING THE SPECIFIED PRESTRESSING FORCE IS LESS THAN 95
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% OF THE PREDICTED
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EXTENSION, THE PRESTRESSING FORCE SHALL BE INCREASED UNTIL 95
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% OF THE CALCULATED EXTENSION
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IS ACHIEVED EXCEPT THAT THE PRESTRESSIING FORCE SHALL NOT EXCEED 80
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% OF THE ULTIMATE TENSILE
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STRENGTH OF THE TENDON. IF THE ABOVE PROCEDURE FAILS TO PRODUCE THE SPECIFIED PRESTRESSING
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FORCE AND CALCULATED EXTENSIONS WITHIN A TOLERANCE OF +/- 5
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%, ALL STRESSING OPERATIONS
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SHALL CEASE AND THE SITUATION BE REPORTED TO THE ENGINEER.
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4.6 CABLES SHALL NOT BE CROPPED UNTIL APPROVAL HAS BEEN OBTAINED FROM THE ENGINEER.
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AFTER STRESSING OF PRESTRESSING THE TENDONS.
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FOR ALL TENDONS IN ONE BEAM, THE AVERAGE DEVIATION SHALL BE WITHIN +/- 5%%%.
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3.8 TENDON PROFILES ARE TO BE PARABOLIC UNLESS NOTED OTHERWISE.
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JACKING FORCE FOR TENDONS SHALL BE :
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FOR 19C15 = 3975.75 KN PER TENDON (75% UTS) UNLESS NOTED OTHERWISE
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FOR 13C15 = 2720.25 KN PER TENDON (75% UTS) UNLESS NOTED OTHERWISE
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FOR 5S15 = 1046.25 KN PER TENDON (75% UTS) UNLESS NOTED OTHERWISE
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NOTES 4.3 REVISED
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-
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A
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KS
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24.02.06
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MG
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REVISED AS SHOWN
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-
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B
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KS
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29.03.06
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MG
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B
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B
Page 2: Dam chuyen 37m wanchai hong kong
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c Copyright :
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UNLESS NOTED OTHERWISE.
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TENDON PROFILES ARE TO BE PARABOLIC UNLESS NOTED OTHERWISE.
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ALL TENDONS SHALL BE FREYSSINET 19C15 WITH 19No.x15.7mm STRANDS
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FOR GENERAL NOTES REFER TO DRG. NO. R613/PTB/SD/001.
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This drawing and the design concepts presented cannot be reproduced without the permission of Freyssinet Hong Kong Ltd.
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3.
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2.
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1.
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%%uNOTES:
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6
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%%UELEVATION OF TENDON PROFILES (FOR GRID F)
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7
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8
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9
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10
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4
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4
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W1
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W2
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W3
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W4
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W5
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W6
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W7
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W8
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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HORIZONTAL DISTANCE (mm)
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0
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38110
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(For 02,04)
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2215
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20280
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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(For 05,06,07,08)
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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(For 09,10)
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1000
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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(For 01,03)
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3215
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4215
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5215
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6215
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7215
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8215
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9215
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10215
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11215
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12215
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13215
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14215
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15215
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16215
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17215
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18215
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19215
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37260
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36260
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35260
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34260
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33260
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32260
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31260
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30260
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29260
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28260
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27260
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26260
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25260
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24260
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23260
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22260
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21260
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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(For 11,12)
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13,14,15,16
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11,12
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01,03
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02,04
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05,06,07,08
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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(For 13,14,15,16)
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09,10
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6
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%%UELEVATION OF TENDON PROFILES (FOR GRID G)
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7
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8
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4
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4
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W1
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W2
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W3
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W4
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W5
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W6
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W7
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W8
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29,30,31,32
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27,28
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17,19
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18,20
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21,22,23,24
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25,26
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9
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10
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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HORIZONTAL DISTANCE (mm)
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0
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(For 18,20)
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2215
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20280
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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(For 21,23)
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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(For 25,26)
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1000
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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(For 17,19)
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3215
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4215
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5215
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6215
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7215
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8215
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9215
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10215
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11215
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12215
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13215
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14215
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15215
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16215
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17215
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18215
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19215
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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(For 27,28)
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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(For 29,31)
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40840
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21345
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39910
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39110
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22345
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23345
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24345
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25345
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26345
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27345
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28345
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29345
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30345
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31345
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32345
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33345
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34345
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35345
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36345
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37345
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38345
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FIRST ISSUE
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TENDON PROFILES
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FOR YOUTH DEVELOPMENT AT
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CONSTRUCTION OF CENTRE
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First Issued
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22.12.05
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Drawing Title
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Project
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-
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Issue
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Stat.
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Consultant
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Rev.
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0
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R613/PTB/SD/201
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Drg. No.
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R613/SD/201-C
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Date
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Date
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1:100 (A1)
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Approved
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Checked
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CAD File No.
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MG
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MG
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Scale
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D
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Rev.
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22.12.05
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22.12.05
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CHAI WAN
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Description
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Date
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KS
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Drawn
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22.12.05
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By
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KS
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Date
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22.12.05
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App.
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MG
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(SHEET 1 OF 3)
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30,32
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29,31
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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(For 30,32)
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27,28
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25,26
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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(For 22,24)
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21,23
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22,24
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TENDON PROFILES REVISED
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-
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A
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KS
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25.01.06
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MG
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AFTER CASTING STAGE 1 / FIRST POUR OF GIRDER'S AT GRID F & G
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1.
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%%USTRESSING SEQUENCE:
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AND THE CONCRETE STRENGTH HAS ACHIEVED AT LEAST 25MPa, STRESS
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TENDONS 02 & 04, 01 & 03. THEN 20 & 16, 19 & 17.
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CAST STAGE 2 OF GIRDER'S GRID F & G, AFTER 7 DAYS FROM CASTING
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2.
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AND CONCRETE STRENGTH HAS ACHIEVED 25MPa, STRESS TENDONS
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06 & 07, 05 & 08 THEN 23 & 22, 24 & 21.
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CAST STAGE 3 AT 4.7m HEIGHT GRID F & G.
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3.
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CAST STAGE 4 AT 5.4m HEIGHT GRID F & G.
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4.
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AFTER CASTING OF STAGE 4 AND CONCRETE STRENGTH HAS ACHIEVED
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5.
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AT LEAST 25MPa, STRESS TENDONS AT GRID F 12 & 09, 14 & 15,
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10 & 11, 16 & 13 THEN GRID G TENDONS 25 & 28, 31 & 30,
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26 & 27, 32 & 29.
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TENDON PROFILES REVISED
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-
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B
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KS
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21.02.06
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MG
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13,14,15,16
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/ 29,30,31,32
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09,10,11,12
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/ 25,26,27,28
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05,06,07,08
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/ 21,22,23,24
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%%UDETAIL A (RECESS DETAILS)
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SCALE 1:10
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%%UDETAIL B (RECESS DETAILS)
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SCALE 1:10
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DETAIL A
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DETAIL B
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DETAIL A
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DETAIL B
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DEAD END DETAILS REFER TO DRG. NO. R613/PTB/SD/201.
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6.
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RECESS DETAILS ADDED
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-
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C
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KS
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23.02.06
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MG
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NOTES REVISED
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-
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D
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KS
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24.02.06
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MG
Page 3: Dam chuyen 37m wanchai hong kong
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c Copyright :
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This drawing and the design concepts presented cannot be reproduced without the permission of Freyssinet Hong Kong Ltd.
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FIRST ISSUE
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TENDON PROFILES
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FOR YOUTH DEVELOPMENT AT
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CONSTRUCTION OF CENTRE
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First Issued
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22.12.05
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Drawing Title
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Project
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-
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Issue
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Stat.
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Consultant
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Rev.
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0
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R613/PTB/SD/202
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Drg. No.
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R613/SD/202-C
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Date
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Date
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1:100 (A1)
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Approved
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Checked
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CAD File No.
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MG
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MG
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Scale
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C
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Rev.
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22.12.05
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22.12.05
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CHAI WAN
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Description
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Date
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KS
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Drawn
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22.12.05
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By
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KS
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Date
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22.12.05
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App.
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MG
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6
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7
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8
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9
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10
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F
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HORIZONTAL DISTANCE (mm)
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0
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38110
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2215
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20280
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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1000
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(For 01)
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(For 03)
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(For 04)
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(For 02)
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3215
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4215
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5215
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6215
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7215
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8215
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9215
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10215
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11215
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12215
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13215
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14215
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15215
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16215
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17215
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18215
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19215
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37260
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36260
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35260
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34260
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33260
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32260
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31260
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30260
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29260
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28260
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27260
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26260
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25260
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24260
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23260
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22260
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21260
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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%%UPLAN OF TENDON PROFILES (GRID F)
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01
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02
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03
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04
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6
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7
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8
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9
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10
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F
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%%UPLAN OF TENDON PROFILES (GRID F)
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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%%UPLAN OF TENDON PROFILES (GRID F)
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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6
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7
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8
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9
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10
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F
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11
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12
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09
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10
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13
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14
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15
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16
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(For 05)
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(For 07)
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(For 08)
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(For 06)
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(For 09)
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(For 11)
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(For 12)
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(For 10)
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(For 13)
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(For 15)
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(For 16)
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(For 14)
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(SHEET 2 OF 3)
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UNLESS NOTED OTHERWISE.
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TENDON PROFILES ARE TO BE PARABOLIC UNLESS NOTED OTHERWISE.
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ALL TENDONS SHALL BE FREYSSINET 19C15 WITH 19No.x15.7mm STRANDS
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FOR GENERAL NOTES REFER TO DRG. NO. R613/PTB/SD/001.
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3.
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2.
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1.
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%%uNOTES:
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TENDON PROFILES REVISED
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-
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A
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KS
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21.02.06
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MG
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RECESS DETAILS AND DEAD END DETAILS REFER TO DRG. NO.
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4.
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R613/PTB/SD/201.
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TENDON PROFILES REVISED
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-
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B
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KS
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23.02.06
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MG
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6
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7
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8
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9
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10
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F
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%%UPLAN OF TENDON PROFILES (GRID F)
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05
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06
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07
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08
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TENDON NO.5-8 PROFILES REVISED
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-
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C
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KS
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02.03.06
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MG
Page 4: Dam chuyen 37m wanchai hong kong
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6
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7
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8
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9
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10
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G
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6
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7
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8
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9
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10
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G
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6
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7
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8
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9
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10
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G
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6
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7
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8
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9
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10
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G
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HORIZONTAL DISTANCE (mm)
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0
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2215
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20280
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1000
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3215
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4215
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5215
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6215
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7215
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8215
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9215
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10215
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11215
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12215
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13215
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14215
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15215
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16215
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17215
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18215
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19215
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40840
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21345
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39910
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39110
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22345
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23345
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24345
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25345
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26345
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27345
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28345
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29345
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30345
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31345
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32345
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33345
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34345
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35345
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36345
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37345
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38345
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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(For 17)
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(For 19)
AutoCAD SHX Text
(For 20
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(For 18)
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BEAM TO CENTRE OF TENDON DUCT
AutoCAD SHX Text
HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
AutoCAD SHX Text
HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
AutoCAD SHX Text
HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
AutoCAD SHX Text
HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
AutoCAD SHX Text
HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
AutoCAD SHX Text
HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
AutoCAD SHX Text
HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
AutoCAD SHX Text
HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
AutoCAD SHX Text
HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
AutoCAD SHX Text
BEAM TO CENTRE OF TENDON DUCT
AutoCAD SHX Text
HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
AutoCAD SHX Text
HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
AutoCAD SHX Text
HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
AutoCAD SHX Text
HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
AutoCAD SHX Text
BEAM TO CENTRE OF TENDON DUCT
AutoCAD SHX Text
HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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BEAM TO CENTRE OF TENDON DUCT
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HORIZONTIAL DISTANCE FROM CLOSER EDGE OF
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(For 21)
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(For 23)
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(For 24)
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(For 22)
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(For 25)
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(For 27)
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(For 28)
AutoCAD SHX Text
(For 26)
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(For 29)
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(For 31)
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(For 32)
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(For 30)
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%%UPLAN OF TENDON PROFILES (GRID G)
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17
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18
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19
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20
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21
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22
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23
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24
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27
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28
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25
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26
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29
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30
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31
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32
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c Copyright :
AutoCAD SHX Text
This drawing and the design concepts presented cannot be reproduced without the permission of Freyssinet Hong Kong Ltd.
AutoCAD SHX Text
FIRST ISSUE
AutoCAD SHX Text
TENDON PROFILES
AutoCAD SHX Text
FOR YOUTH DEVELOPMENT AT
AutoCAD SHX Text
CONSTRUCTION OF CENTRE
AutoCAD SHX Text
First Issued
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22.12.05
AutoCAD SHX Text
Drawing Title
AutoCAD SHX Text
Project
AutoCAD SHX Text
-
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Issue
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Stat.
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Consultant
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Rev.
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0
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R613/PTB/SD/203
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Drg. No.
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R613/SD/303-C
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Date
AutoCAD SHX Text
Date
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1:100 (A1)
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Approved
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Checked
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CAD File No.
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MG
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MG
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Scale
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C
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Rev.
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22.12.05
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22.12.05
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CHAI WAN
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Description
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Date
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KS
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Drawn
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22.12.05
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By
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KS
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Date
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22.12.05
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App.
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MG
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(SHEET 3 OF 3)
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TENDON PROFILES REVISED
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-
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A
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KS
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25.01.06
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MG
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%%UPLAN OF TENDON PROFILES (GRID G)
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%%UPLAN OF TENDON PROFILES (GRID G)
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%%UPLAN OF TENDON PROFILES (GRID G)
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UNLESS NOTED OTHERWISE.
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TENDON PROFILES ARE TO BE PARABOLIC UNLESS NOTED OTHERWISE.
AutoCAD SHX Text
ALL TENDONS SHALL BE FREYSSINET 19C15 WITH 19No.x15.7mm STRANDS
AutoCAD SHX Text
FOR GENERAL NOTES REFER TO DRG. NO. R613/PTB/SD/001.
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3.
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2.
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1.
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%%uNOTES:
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TENDON PROFILES REVISED
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-
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B
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KS
AutoCAD SHX Text
21.02.06
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MG
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TENDON PROFILES REVISED
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-
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C
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KS
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23.02.06
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MG
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RECESS DETAILS AND DEAD END DETAILS REFER TO DRG. NO.
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4.
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R613/PTB/SD/201.
Page 5: Dam chuyen 37m wanchai hong kong
AutoCAD SHX Text
c Copyright :
AutoCAD SHX Text
FOR GENERAL NOTES REFER TO DRG. NO. R613/PTB/SD/001.
AutoCAD SHX Text
This drawing and the design concepts presented cannot be reproduced without the permission of Freyssinet Hong Kong Ltd.
AutoCAD SHX Text
1.
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%%uNOTES:
AutoCAD SHX Text
FIRST ISSUE
AutoCAD SHX Text
AND MISCELLANEOUS DETAILS
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FOR YOUTH DEVELOPMENT AT
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CONSTRUCTION OF CENTRE
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First Issued
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26.01.06
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Drawing Title
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Project
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-
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Issue
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Stat.
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Consultant
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Rev.
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0
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R613/PTB/SD/204
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Drg. No.
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R613/SD/204-C
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Date
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Date
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AS SHOWN (A1)
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Approved
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Checked
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CAD File No.
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MG
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MG
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Scale
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C
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Rev.
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26.01.06
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26.01.06
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CHAI WAN
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Description
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Date
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KS
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Drawn
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26.01.06
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By
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KS
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Date
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26.01.06
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App.
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MG
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TOP SLAB TENDON PROFILES
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G
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F
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G
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F
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G
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F
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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HORIZONTAL DISTANCE (mm)
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0
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(For TENDON 1)
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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7860
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37
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800
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7060
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3310
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1600
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2400
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6260
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5460
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4660
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3860
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TENDON 1
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TENDON 2
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(For TENDON 2)
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%%U5S15 TENDONS (FROM GRID G TO GRID F)
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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HORIZONTAL DISTANCE (mm)
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0
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(For TENDON 5)
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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8350
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103
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800
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7060
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3310
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1600
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2400
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6260
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5460
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4660
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3860
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(For TENDON 6)
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TENDON 3
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TENDON 4
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%%U13C15 TENDONS
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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HORIZONTAL DISTANCE (mm)
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0
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(For TENDON 3)
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CENTRE OF TENDON DUCT
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VERTICAL PROFILE FROM BEAM SOFFIT TO
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7860
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37
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800
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7060
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3310
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1600
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2400
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6260
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5460
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4660
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3860
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(For TENDON 4)
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TENDON 5
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TENDON 6
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%%U5S15 TENDONS (FROM GRID F TO GRID G)
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10mm LOWER PLATE
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10mm UPPER PLATE
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DUCT
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STRESSING
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1st POUR
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REMOVE CEMENT SAND AND GROUTING AFTER STRESSING
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STAGE 1
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STAGE 3
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STAGE 2
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STAGE 4
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CONSTRUCTION SEQUENCE
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N.T.S.
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SLIDING JOINT DETAILS NEAR GRID 6
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NOTES AND SIZE OF STEEL PLATE REVISED
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-
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A
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KS
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10.02.06
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MG
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TO BE SET HORIZONTALLY BY APPROVED GROUTING MATERIAL
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SECAL 1:30
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BEFORE STRESSING
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BEFORE STRESSING
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10mm THICK PLATE
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2440x1000
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G
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BAR
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70mm DUCT
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F
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AFTER STRESSING
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AFTER STRESSING
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2440x1000
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10mm THICK STEEL PLATE
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G
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F
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BAR
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DUCT
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GROUT
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CAST AFTER STRESSING
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%%USECTION B-B
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B
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B
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1ST POUR
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1
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12
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1
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12
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17
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18
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19
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20
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%%USECTION A-A
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1ST POUR
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A
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A
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SLIDING JOINT DETAILS REVISED
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-
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B
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KS
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21.02.06
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MG
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BAR
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70mm DUCT
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10mm THICK PLATE
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2440x1000
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SECAL 1:25
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SECAL 1:25
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10mm THICK PLATE
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2440x1000
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BAR
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DUCT
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GROUT
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SLIDING JOINT DETAILS REVISED
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-
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C
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KS
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23.02.06
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MG
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2nd POUR
Page 6: Dam chuyen 37m wanchai hong kong
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c Copyright :
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This drawing and the design concepts presented cannot be reproduced without the permission of Freyssinet Hong Kong Ltd.
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SUBMISSION FOR CONSTRUCTION
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REINFORCEMENT DETAILS
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FOR YOUTH DEVELOPMENT AT
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CONSTRUCTION OF CENTRE
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First Issued
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26.01.06
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Drawing Title
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Project
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-
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Issue
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Stat.
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Consultant
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Rev.
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0
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R613/PTB/SD/301
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Drg. No.
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R613/PTB/SD301-C
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Date
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Date
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AS SHOWN (A1)
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Approved
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Checked
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CAD File No.
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MG
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MG
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Scale
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C
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Rev.
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26.01.06
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26.01.06
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CHAI WAN
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Description
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Date
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KS
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Drawn
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26.01.06
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By
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KS
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Date
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26.01.06
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App.
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MG
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T20-02-250 (EF)(ALT)
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T20-04-200
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T20-03-200
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101
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101A
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100
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(02)
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(02)
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(02)
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(02)
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(01)
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(01)
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%%USECTION 1-1
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%%UDETAIL A
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DETAIL TO SUIT CONTRACTORS REQUIREMENT
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1ST POUR
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2ND POUR
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3RD POUR
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5TH POUR
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1:25
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CONTRACTOR TO SPECIFY
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REINFORCEMENT QUANTITIES.
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THIS DRAWING FORMS THE BASIS OF FREYSSINET GUARANTEED
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3.
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%%UNOTES :
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1.
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2.
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%%UELEVATION - GRID F
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T20-102-300 (UB) +
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T20-04-200
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T20-201-300 (UB)
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SCALE 1:100
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SCALE 1:50
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201
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T20-05-200 (TB)(ALT)
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T20-05-200 (TB)(ALT)
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(01)
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(01)
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T20-102-300 (UB) +
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T20-102-525 (UB) +
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T20-100-300 (UB)
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T20-201-525 (UB)
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T20-100-525 (UB)
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T20-201-300 (UB)
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T20-100-300 (UB)
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102
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102A
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103A
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2ND POUR
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T20-01-150 (ALT)
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T20-01-150 (ALT)
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T20-01-150 (ALT)
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T20-01-150 (ALT)
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T20-01-150 (ALT)
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T20-01-150 (ALT)
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T20-01-150 (ALT)
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T20-01-150 (ALT)
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T20-102A-300 (UB)
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T20-102A-300 (UB)
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T20-102A-525 (UB)
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T20-101-525 (UB) +
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T20-101A-525 (UB)
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T20-101-300 (UB) +
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T20-101A-300 (UB)
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T20-101-300 (UB) +
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T20-101A-300 (UB)
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4T20-103-125 (LK)
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4T20-103-150 (LK)
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4T20-103-250 (LK)
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T20-01-150 (ALT)
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4T20-103-150 (LK)
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T20-03-200
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4T20-103-125 (LK)
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4T20-104-125 (LK)
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4T20-104-150 (LK)
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4T20-104-250 (LK)
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4T20-104-125 (LK)
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JOINT 3
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JOINT 2
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JOINT 1
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2
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2
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1
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1
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NOMINAL HANGER BAR T10 AT THE HORIZONTAL SHEAR LINKS NOT SHOWN FOR CLARITY.
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NOTE:
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TRIMMING BARS AT OPENING NOT SHOWN ON ELEVATION FOR CLARITY. REFER TO SEPARATE DETAIL.
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HANGER BAR
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AT HORIZONTAL
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8T10 NOMINAL HANGER BAR
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AT HORIZONTAL SHEAR LINKS
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HANGER BAR
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AT HORIZONTAL
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T20-04-200
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T20-03-200
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106
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106A
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101B
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101C
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100A
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(02)
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(02)
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(02)
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(02)
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(01)
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(01)
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%%USECTION 2-2
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DETAIL A
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SCALE 1:50
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201
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T20-05-200 (TB)(ALT)
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T20-05-200 (TB)(ALT)
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(01)
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(01)
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10
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T20-106-525 (UB) +
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T20-106A-525 (UB)
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4T20-105-250
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T20-106-525 (UB) +
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T20-106A-525 (UB)
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4T20-105-250 (LK)
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T20-106-525 (UB) +
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T20-106A-525 (UB)
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4T20-105-250 (LK)
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(02)
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(02)
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(02)
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(02)
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T12 CLOSER
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05
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06
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07
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08
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09
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10
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11
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12
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13
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14
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15
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16
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F
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G
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01
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02
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03
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04
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05
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06
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07
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08
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09
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10
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11
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12
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13
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14
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15
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16
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17
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18
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19
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20
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21
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22
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23
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24
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25
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26
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27
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28
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29
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30
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31
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32
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01
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02
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03
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04
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05
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06
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07
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08
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09
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10
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11
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12
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13
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14
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15
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16
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T20-02A-250
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(EF)(ALT)
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T20-02A-250
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(EF)(ALT)
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DETAIL C
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%%UDETAIL C
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1:25
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F
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G
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OPENING
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09
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10
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11
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12
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13
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14
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15
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16
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%%UDETAIL B
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1:25
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JOINT 3
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DETAIL B
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102
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102A
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19C15
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19C15
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104
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105
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104
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107
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104
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6TH POUR
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JOINT 4
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%%UELEVATION - GRID G
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SCALE 1:100
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NOMINAL HANGER BAR T10 AT THE HORIZONTAL SHEAR LINKS NOT SHOWN FOR CLARITY.
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NOTE:
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TRIMMING BARS AT OPENING NOT SHOWN ON ELEVATION FOR CLARITY. REFER TO SEPARATE DETAIL.
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6
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7
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8
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9
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4T20-104-110 (LK)
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4T20-104-110 (LK)
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4T20-104-150 (LK)
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4T20-107-125 (LK)
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4T20-107-150 (LK)
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4T20-104-200 (LK)
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4T20-104-250 (LK)
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4T20-107-125 (LK)
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4T20-107-125 (LK)
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4T20-104-200 (LK)
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TOP SLAB LEVEL
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T12 BAR TEMPORARY BENT-UP TO ALLOW STRESSING WORKS SPACING TO FOLLOW TOP SLAB DISTRIBUTION BARS
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T20 DISTRIBUTION BARS OF TOP SLAB (SEE ELEVATION DOR SPACING DETAILS)
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%%UTYPICAL DETAIL FOR LOCALISED BOX-OUT
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1:25
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%%UFOR STRESSING WORK AT TOP SLAB
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LINK HEIGHT CAN BE ADJUSTED
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TO SUIT TENDON PROFILE
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8T10 NOMINAL
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SHEAR LINKS
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10T10 NOMINAL
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SHEAR LINKS
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HANGER BAR
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AT HORIZONTAL
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10T10 NOMINAL
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SHEAR LINKS
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T20-02-250 (EF)(ALT)
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1ST POUR
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2ND POUR
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3RD POUR
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5TH POUR
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T20-102-300 (UB) +
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T20-04-200
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T20-201-300 (UB)
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T20-102-300 (UB) +
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T20-102-525 (UB) +
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T20-100-300 (UB)
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T20-201-525 (UB)
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T20-100-525 (UB)
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T20-201-300 (UB)
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T20-100-300 (UB)
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T20-01-150 (ALT)
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T20-01-150 (ALT)
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T20-01-150 (ALT)
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T20-01-150 (ALT)
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T20-01-150 (ALT)
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T20-01-150 (ALT)
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T20-01-150 (ALT)
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T20-01-150 (ALT)
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T20-102A-300 (UB)
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T20-102A-300 (UB)
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T20-102A-525 (UB)
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T20-101-525 (UB) +
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T20-101A-525 (UB)
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T20-101-300 (UB) +
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T20-101A-300 (UB)
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T20-101-300 (UB) +
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T20-101A-300 (UB)
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4T20-103-125 (LK)
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4T20-103-150 (LK)
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4T20-103-250 (LK)
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T20-01-150 (ALT)
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4T20-103-150 (LK)
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T20-03-200
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4T20-103-125 (LK)
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4T20-104-125 (LK)
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4T20-104-150 (LK)
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4T20-104-250 (LK)
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4T20-104-125 (LK)
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JOINT 3
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JOINT 2
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JOINT 1
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2
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2
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1
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1
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10
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T20-106-525 (UB) +
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T20-106A-525 (UB)
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T20-02A-250
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(EF)(ALT)
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6TH POUR
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JOINT 4
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6
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7
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8
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9
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4T20-104-110 (LK)
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4T20-104-110 (LK)
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4T20-104-150 (LK)
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4T20-107-125 (LK)
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4T20-107-150 (LK)
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4T20-104-200 (LK)
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4T20-104-250 (LK)
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4T20-107-125 (LK)
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4T20-107-125 (LK)
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4T20-104-200 (LK)
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T20-101B-525 (UB) +
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T20-101C-525 (UB)
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101
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101A
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100
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(02)
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(02)
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(02)
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(02)
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(01)
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(01)
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201
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(01)
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(01)
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102
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102A
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21
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22
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23
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24
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27
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28
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25
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26
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29
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30
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31
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32
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104
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107
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CONTRACTOR TO SPECIFY
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101
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101A
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100
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(02)
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(02)
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(02)
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(02)
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(01)
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(01)
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201
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(01)
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(01)
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102
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102A
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104
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17
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18
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19
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20
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ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
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FOR GENERAL NOTES REFER TO DRG. NO. R613/PTB/SD/001.
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NOTES REVISED
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-
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A
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KS
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10.02.06
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MG
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4.
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REFER TO DRG. NO. R613/PTB/SD/405 FOR ADDITIONAL
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REINFORCEMENT DETAILS AT OPENING.
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SEE NOTE 4.
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01
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02
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03
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04
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PROVIDE STARTER
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BARS T20 AT
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STAGE 1 & 2
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2m LENGTH
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DETAIL D DETELED AND MINOR REVISION
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-
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B
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KS
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21.02.06
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MG
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OPENING
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T20-101B-525 (UB) +
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T20-101C-525 (UB)
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108
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4T20-103A-250 (LK)
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4T20-108-250 (LK)
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103A
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103
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103
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SEE NOTE 4.
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OPENINGS ADDED AND REINFORCEMENT REVISED
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-
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C
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KS
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23.02.06
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MG
Page 7: Dam chuyen 37m wanchai hong kong
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c Copyright :
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This drawing and the design concepts presented cannot be reproduced without the permission of Freyssinet Hong Kong Ltd.
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%%uNOTES:
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SUBMISSION FOR CONSTRUCTION
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CONSTRUCTION SEQUENCE
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FOR YOUTH DEVELOPMENT AT
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CONSTRUCTION OF CENTRE
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First Issued
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26.01.06
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Drawing Title
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Project
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-
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Issue
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Stat.
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Consultant
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Rev.
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0
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R613/PTB/SD/403
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Drg. No.
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R613/SD/403-E
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Date
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Date
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1:100 (A1)
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Approved
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Checked
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CAD File No.
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MG
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MG
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Scale
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E
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Rev.
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26.01.06
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26.01.06
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CHAI WAN
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Description
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Date
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KS
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Drawn
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26.01.06
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By
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KS
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Date
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26.01.06
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App.
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MG
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6
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%%UELEVATION OF TENDON PROFILES (STAGE 4)
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7
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8
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9
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10
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%%UELEVATION OF TENDON PROFILES (STAGE 2)
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%%UELEVATION OF TENDON PROFILES (STAGE 1A & 1B)
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6
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7
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8
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9
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10
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6
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7
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8
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9
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10
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10
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9
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9
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10
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9
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10
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(FOR GRID F)
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(FOR GRID F)
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(FOR GRID F)
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(FOR GRID G ONLY)
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(FOR GRID G ONLY)
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(FOR GRID G ONLY)
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FORMWORK
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19C15 DUCT WITH STRANDS
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FORMWORK
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19C15 DUCT WITH STRANDS
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SUPPORT BAR
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%%UELEVATION OF TENDON PROFILES (STAGE 3)
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6
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7
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8
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9
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10
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9
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10
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(FOR GRID F)
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(FOR GRID G ONLY)
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T1 +30.30
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T1 +30.30
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T2 +33.30
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+36.70
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4
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4
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3
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3
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2
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2
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%%USECTION 2-2
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%%USTAGE 2
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1
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1
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%%USECTION 1-1
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%%USTAGE 1A & 1B
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T20 UBAR
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T20 SHEAR LINKS
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W1
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W2
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W3
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W4
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W5
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W6
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W7
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W8
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FORMWORK
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%%USECTION 3-3
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%%USTAGE 3A
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FORMWORK
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%%USECTION 3-3
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%%USTAGE 3C & 3D
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FORMWORK
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%%USECTION 3-3
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%%USTAGE 3B
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19C15 DUCT WITH STRANDS
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FORMWORK
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%%USECTION 4-4
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%%USTAGE 4
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F
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F
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F
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F
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F
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F
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%%UELEVATION OF TENDON PROFILES (STAGE 3C & 3D)
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(FOR GRID F)
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T1 +30.30
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T2 +33.30
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3
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6
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7
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8
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9
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10
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3
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(FOR GRID G ONLY)
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9
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10
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+36.70
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T2 +33.30
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T1 +30.30
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1. FOR GENERAL NOTES REFER TO DRAWING NO. R613/PTB/SD/001. 2. CONSTRUCTION SEQUENCE : STAGE 1A : FABRICATE AND ERECT TEMPORARY WORKS PLATFORM BASED UPON DEAD LOAD OF TWO SETS OF CONCRETE BEAM OF SIZE 1500mm WIDE BY 4700mm DEEP AND A CONCRETE SLAB OF SIZE 6300mm WIDE BY 1000mm DEEP. FIX REINFORCEMENT AND CABLE DUCTS FOR FIRST 1500mm CONCRETE POUR (REINFORCEMENT AND DUCTS CAN BE FIXED ON THE GROUND AND LIFTED OR BUILT AT HEIGHT) LIFT AND PLACE REINFORCEMENT AND FIX NECESSARY FORMWORK. STAGE 1B : CONCRETE 1500mm DEEP FIRST POUR. PROCEED WITH FIXING OF REINFORCEMENT AND DUCTS FOR NEXT POUR TO HEIGHT OF 2000mm FEED STRANDS FOR FIRST LAYER OF STRESSING. (4 NOS. 19C15) FIX FORMWORK FOR SECOND LAYER STRESS FIRST LAYER TENDONS WHEN CONCRETE STRENGTH HAS ACHIEVED AT LEAST 25MPa. GROUTING OF FIRST LAYER TENDONS MAY COMMENCE GROUTING OF VERTICAL DUCTS AT SLIDING JOINTS STAGE 2 : POUR SECOND LAYER OF CONCRETE AT HEIGHT OF 2000mm DEEP. PROCEED WITH FIXING OF REINFORCEMENT AND DUCTS FOR NEXT POUR HEIGHT OF 4700mm FEED STRANDS FOR SECOND LAYER OF STRESSING. FIX FORMWORK FOR THIRD LAYER STRESS SECOND LAYER TENDONS WHEN CONCRETE STRENGTH HAS ACHIEVED AT LEAST 25MPa. (4 NOS. 19C15) STAGE 3A : POUR THIRD LAYER OF CONCRETE AT HEIGHT OF 4700mm DEEP PROCEED WITH FIXING OF REINFORCEMENT AT BEAM AND BOTTOM SLAB STAGE 3B : POUR CONCRETE AT BOTTOM SLAB, WITH THICKNESS OF 1000mm. PROCEED WITH FIXING REINFORCEMENT AND DUCTS FOR REMAINDER OF BEAM SECTION STAGE 3C & 3D : POUR CONCRETE TO REMAINDER OF BEAM SECTION FEED STRANDS FOR THIRD AND FOURTH LAYER OF STRESSING STRESS THIRD AND FOURTH LAYER TENDONS WHEN CONCRETE STRENGTH HAS ACHIEVED AT LEAST 25MPa. THE TRANSFER STRUCTURE IS NOW CAPABLE OF SUPPORTING ALL THE LOADINGS DURING ITS CONSTRUCTION. STAGE 4 : INSTALL PROPPING FOR TOP SLAB FIX FORMWORK AND PROCEED WITH FIXING REINFORCEMENT AND DUCTS FOR TOP SLAB INCLUDING THE DUCTS AT THE LOCATION OF SHEAR WALLS W3, W5 AND W7 POUR CONCRETE AT TOP SLAB AND PART OF SHEAR WALLS W3, W5 AND W7 FEED STRANDS FOR TOP SLAB AND AT SHEAR WALL W3, W5, AND W7 STRESS TOP SLAB TENDONS WHEN CONCRETE STRENGTH HAS ACHIEVED AT LEAST 25MPa. STAGE 5 : INSTALL PROPPING FOR INTERNAL FLOOR FIX REINFORCEMENT FOR INTERNAL FLOOR CONCRETE INTERNAL FLOOR STRUCTURAL AND STRESSING WORKS COMPLETE CONSTRUCTION OF HOTEL CAN COMMENCE
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i)
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ii)
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iii)
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i)
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ii)
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iii)
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iv)
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v)
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i)
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ii)
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iii)
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iv)
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i)
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ii)
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i)
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ii)
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i)
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ii)
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iii)
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i)
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ii)
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iii)
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iv)
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v)
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ii)
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iii)
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iv)
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v)
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NOTES REVISED
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-
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A
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KS
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06.02.06
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MG
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2x19C15
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2x19C15
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2x19C15
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2x19C15
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2x19C15
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2x19C15
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2x19C15
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2x19C15
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2x19C15
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2x19C15
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4x19C15
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4x19C15
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4x19C15
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4x19C15
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4x19C15
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4x19C15
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4x19C15
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4x19C15
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vi)
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v)
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NOTES REVISED AND OPENING ADDED
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-
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B
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KS
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23.02.06
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MG
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NOTES REVISED
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-
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C
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KS
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24.02.06
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MG
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NOTES REVISED
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-
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D
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KS
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01.03.06
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MG
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vii)
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NOTES REVISED
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-
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E
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KS
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02.03.06
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MG
Page 8: Dam chuyen 37m wanchai hong kong
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6
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DEAD END
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STRESSING ANCHORAGE
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%%UTOP SLAB PLAN
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7
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8
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9
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10
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F
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G
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c Copyright :
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FOR GENERAL NOTES REFER TO DRG. NO. R613/PTB/SD/001.
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This drawing and the design concepts presented cannot be reproduced without the permission of Freyssinet Hong Kong Ltd.
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1.
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%%uNOTES:
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SUBMISSION FOR CONSTRUCTION
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TOP SLAB TENDON
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PLAN AND PROFILE
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FOR YOUTH DEVELOPMENT AT
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CONSTRUCTION OF CENTRE
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First Issued
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26.01.06
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Drawing Title
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Project
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-
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Issue
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Stat.
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Consultant
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Rev.
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0
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R613/PTB/SD/404
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Drg. No.
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R613/SD/404-B
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Date
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Date
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AS SHOWN (A1)
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Approved
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Checked
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CAD File No.
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MG
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MG
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Scale
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B
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Rev.
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26.01.06
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26.01.06
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CHAI WAN
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Description
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Date
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KS
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Drawn
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26.01.06
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By
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KS
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Date
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26.01.06
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App.
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MG
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%%uLEGEND:
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2
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2
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6
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%%USECTION 1-1 (ELEVATION OF TOP SLAB)
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7
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8
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9
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10
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W1
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W2
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W3
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W4
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W5
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W6
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W7
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W8
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T20-02-250 (REFER TO DRG. NO. T237/PTB/PD/301 FOR DETAILS)
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T20
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T20
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T20
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T20
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5S15
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1 :100
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1 : 100
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4
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4
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1
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1
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W7
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%%UDETAIL A
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1 : 25
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13C15
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5S15
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PART OF CONCRETE WALL TO BE POURED TOGETHER WITH THE TOP SLAB
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WALL STARTER BAR TO FOLLOW WALL REINFORCEMENT DETAILS
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DETAIL A
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2x13C15
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%%USECTION 4-4
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REFER TO DRG. NO. T237/PTB/PD/301 FOR REINFORCEMENT DETAILS
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1 : 50
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PART OF CONCRETE WALL TO BE POURED TOGETHER WITH THE TOP SLAB, SEE SEPARATE WALL REINFORCEMENT DETAILS (BY OTHERS)
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F
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%%USECTION 2-2
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REFER TO DRG. NO. T237/PTB/PD/301 FOR REINFORCEMENT DETAILS
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DETAIL B
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F
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4100 (2 LEGS T12-300)
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F
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2x5S15
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2x5S15
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2x5S15
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2x5S15
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2x5S15
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2x5S15
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2x5S15
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2x5S15
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2x5S15
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2x5S15
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2x5S15
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2x5S15
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2x5S15
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2x5S15
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2x5S15
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2x5S15
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2x5S15
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2x5S15
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2x13C15
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2x13C15
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3
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3
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1 : 50
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%%USECTION 3-3
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1 : 50
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%%UDETAIL B
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1 : 25
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5S15
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FILL AFTER STRESSING
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%%UDETAIL C
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1 : 25
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FILL AFTER STRESSING
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13C15
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DETAIL C
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5
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5
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13C15
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%%USECTION 5-5
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1 : 25
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STRESSING END
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DEAD END
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DEAD END
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STRESSING END
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5S15
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5S15
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DETAIL D
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%%UDETAIL D
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1 : 50
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STRESSING POCKETS
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ANTI-BURSTING REINFORCEMENT NOT SHOWN FOR CLARITY, REFER
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2.
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2x13C15
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2x5S15
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2x5S15
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6
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6
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ADOPT WALL REINFORCEMENT BY OTHER
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T12-300
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%%USECTION 6-6
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1 : 50
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ADOPT TOP SLAB REINFORCEMENT
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TO DRG. NO. R613/PTB/SD/405 FOR DETAILS.
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FOR TOP SLAB TENDON PROFILE SETTING OUT REFER TO
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3.
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DRG. NO. R613/PTB/SD/204.
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TENDON MARKS AND SECTION ADDED
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-
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A
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KS
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06.02.06
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MG
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W2
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W1
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S6
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S5
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S8
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S7
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S14
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S13
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S12
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S11
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S18
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S17
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S20
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S19
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S24
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S23
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W6
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W5
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S28
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S27
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S30
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S29
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S34
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S33
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W8
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W7
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S32
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S31
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S36
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S35
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S38
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S37
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S40
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S39
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S26
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S25
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S22
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S21
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S16
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S15
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S10
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S9
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S2
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S1
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S4
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S3
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S4
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S3
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TENDON W9 & W10 DELETED
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B
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KS
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27.02.06
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MG
Page 9: Dam chuyen 37m wanchai hong kong
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c Copyright :
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This drawing and the design concepts presented cannot be reproduced without the permission of Freyssinet Hong Kong Ltd.
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FIRST ISSUE
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TYPICAL DETAILS
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FOR YOUTH DEVELOPMENT AT
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CONSTRUCTION OF CENTRE
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First Issued
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09.02.06
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Drawing Title
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Project
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-
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Issue
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Stat.
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Consultant
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Rev.
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0
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R613/PTB/SD/405
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Drg. No.
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R613/SD/405-B
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Date
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Date
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1:20 UNO (A1)
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Approved
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Checked
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CAD File No.
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MG
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MP
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Scale
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B
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Rev.
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CHAI WAN
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Description
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Date
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KS
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Drawn
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09.02.06
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By
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Date
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09.02.06
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App.
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MG
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09.02.06
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09.02.06
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%%USECTION A-A
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A
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A
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10mm HOLE
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%%UPLAN
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%%uELEVATION
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ELEVATION
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PLAN
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ELEVATION
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PLAN
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FOR 13C15
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FOR 19C15
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T12
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T12
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T12
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T12
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T16
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FOR 19C15
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FOR 13C15
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TYPICAL PRIMARY ANTI-BURSTING REINFORCEMENT
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LOCATION
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A
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BAR
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Y(mm)
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STAGE 1
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20@55mm C/C
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T20
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2
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1100
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AREA OF LINKS
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1100x740
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STAGE 2
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10@50mm C/C
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T16
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378
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378x1362
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REMARK
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NOS. OF LINK
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3
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STAGE 3
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20@55mm C/C
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T16
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514
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514x1150
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4
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WALL
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16@55mm C/C
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T16
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566
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566x310
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1
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ANTI-BURSTING REINFORCEMENT FOR 5S15
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T12
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T12
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T12
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T12
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TYPICAL DETAILS FOR 5S15 SCALE 1:10
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R=110
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3T20
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3T20
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%%UPLAN
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%%uELEVATION
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ADDITIONAL BARS AT STRESSING POCKET SCALE 1:40
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TYPICAL SECONDARY ANTI-BURSTING REINFORCEMENT
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TYPICAL ANCHORAGE RECESS DETAILS
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%%uNOTES:
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1. FOR GENERAL NOTES REFER TO DRAWING NO. R613/PTB/SD/001.
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2T16-100 L=a+1200mm (T&B)
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2T16-100 L=b+1200mm (T&B)
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3T16-100 L=a+1200mm (T&B)
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3T16-100 L=b+1200mm (T&B)
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3T16-100 L=1500mm (T&B)
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TYPICAL REINFORCEMENT AT OPENING NOT TO SCALE
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a,b > 2000mm
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a,b > 800mm
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3T16-100 L=1500mm (T&B)
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3T16-100 L=2000mm (T&B)
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3T16-100 L=2000mm (T&B)
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TYPICAL REINFORCEMENT AT CORNER NOT TO SCALE
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TYPICAL DEAD END DETAILS
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ELEVATION TYPICAL ADDITIONAL REINFORCEMENT DETAILS AT DOOR & WINDOW OPENING (REFER TO DRG NO. R613/PTB/PD/301) NOT TO SCALE
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SECTION C-C NOT TO SCALE
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C
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C
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20T25
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20T25
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T25
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T25
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T25
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T25
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ELEVATION TYPICAL ADDITIONAL REINFORCEMENT AT CANOPY OPENING NOT TO SCALE
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B
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B
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SECTION B-B NOT TO SCALE
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T16
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T16
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T16
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T16
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6T16
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6T16
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SWADGE
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RETAINER PLATE
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TYPICAL DEAD END DETAILS REVISED
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-
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A
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KS
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21.02.06
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MG
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MINOR REVISION
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-
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B
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KS
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21.02.06
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MG
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VERTICAL BAR 101 & 101A ADJUST TO SUIT CANOPY OPENINGS

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