Spec. Armature Potpornih Zidova

1

INSTITUT ZA PUTEVE D.D. - BEOGRADZAVOD ZA PROJEKTOVAWE MOSTOVA I KONSTRUKCIJA

SPECIFIKACIJA ARMATURE POTPORNIH ZIDOVA

POS OBLIK I DIMENZIJE Kom

LAM

ELA

1

1

554

R25 200

100 100

2

a

R16 58

100 100

a=519 - 489 asr= 504

3 489

R12 9

3' 519

R12 3

4 554

R12 12

5

492

R16 58

100 100

6

798

R25 25

9065

800

7

a=1116-1101

9091

L=1120-1105 50

Lsr = 1113 R25 25

8

800

R16 25

90

9

L=1114-1100

9050

L = 1107 R16 25

101100

R12 2

LAMELA 1, 2 I 3MB 30; RA 400/500-2

DEOKON

Æmm

RÆ25/10 kom. 50x2x2=200

RÆ16/20 kom. 29x2=58

RÆ16/20 kom. 29x2=58

RÆ25/20 kom. 25

RÆ25/20

RÆ16/20 kom. 25

RÆ16/20

2

POS OBLIK I DIMENZIJE KomDEOKON

Æmm

LAM

ELA

1

11800

R12 4

12

494

R16 6

60 60

13

994

R16 43

a a

a=20 - 60 asr= 40

13'

494

R16 1

20 20

14

494

R16 93

a a

a=20 - 60 asr= 40

15

698

R25 25

9063

700

16

a=1011-996

9092

L=1015-1000 50

Lsr = 1008 R25 25

17

700

R16 25

90

18

L=1010-998

9050

Lsr = 1004 R16 25

19995

R12 2

20700

R12 4

21

154

R14 50

16 16

70

RÆ16/20 kom. 6

RÆ16/20

RÆ16

RÆ16/20

RÆ25/20 kom. 25

RÆ25/20

RÆ16/20 kom. 25

RÆ16/20

RÆ14/20

3


Æmm

LAM

ELA

1

22

994

R12 27

15 15

80

23

2

R14 50

80

5880

48

134

LAM

ELA

2

1

478

R22 200

80 80

2

495

R14 100

80 80

3 495

R12 8

4 478

R12 8

5

598

R22 25

9048

600

6

a=892-906

9073

L=895-909 50

Lsr = 902 R22 25

7

600

R14 25

90

8

L=890-904

9050

Lsr = 897 R14 25

9890

R12 2

10

494

R14 5

60 60

RÆ12/20

RÆ14/20

RÆ22/10 kom. 50x2x2=200

RÆ14/20 kom. 25x2x2=100

RÆ22/20 kom. 25

RÆ22/20

RÆ14/20 kom. 25

RÆ14/20

RÆ14/20 kom. 5

4


Æmm

LAM

ELA

2

11

994

R14 35

a a

a=20 - 50 asr= 35

12

494

R14 75

a a

a=20 - 50 asr= 35

13

548

R22 25

9050

550

14

a=805-819

9074

L=808-822 50

Lsr = 815 R22 25

15

550

R14 25

90

16

L=803-817

9050

Lsr= 810 R14 25

17800

R12 2

18

154

R14 50

16 16

70

19

994

R12 27

15 15

80

20

2

R14 50

80

5880

48

134

RÆ14/20

RÆ14/20

RÆ22/20 kom. 25

RÆ22/20

RÆ14/20 kom. 25

RÆ14/20

RÆ14/20

RÆ12/20

RÆ14/20

5


Æmm

LAM

ELA

3

1

440

R19 68

70 70

2

495

R12 116

70 70

3 495

R12 8

4 440

R12 4

5

402

R19 68

60 60

6 402

R12 4

7

a=717-731

8065

L=720-734 50

Lsr = 727 R19 34

8

L=715-729

8050

Lsr = 722 R12 34

9720

R12 2

10

494

R12 5

50 50

11

994

R12 37

a a

a=20 - 50 asr= 35

11'494

R12 1

20 20

12

494

R12 80

a a

a=20 - 50 asr= 35

RÆ19/15 kom. 34x2=68

RÆ12/15 kom. 30x2+28x2=116

RÆ19/15 kom. 34x2=68

RÆ19/15

RÆ12/15

RÆ12/15 kom. 5

RÆ12/15

RÆ12/15

6


Æmm

LAM

ELA

3

13

a=644-658

7055

L=646-660 50

Lsr = 653 R19 34

14

L=642-656

7050

Lsr = 649 R12 34

15645

R12 2

16

154

R14 50

16 16

70

17

994

R12 27

15 15

18

802

R14 50

80

5880

48

134

S V E G A

REKAPITULACIJA ARMATURE

kg

0

3,131

4,092

4,645

2,983

6,445

9,989

31,285 kg

RÆ19/15

RÆ12/15

RÆ14/20

RÆ12/20

RÆ14/20

POTPORNIH ZIDOVA LAMELA 1, 2 I 3RA 400/500-2

Æ [mm]

R Æ 10

R Æ 12

R Æ 14

R Æ 16

R Æ 19

R Æ 22

R Æ 25

S V E G A

7

INSTITUT ZA PUTEVE D.D. - BEOGRADZAVOD ZA PROJEKTOVAWE MOSTOVA I KONSTRUKCIJA

SPECIFIKACIJA ARMATURE POTPORNIH ZIDOVA

(kg/m)

7.54 3.951 5,958

7.04 1.621 662

4.89 0.911 40

5.19 0.911 14

5.54 0.911 61

6.92 1.621 651

8.90 3.951 879

12.53 3.951 1,238

8.90 1.621 361

12.47 1.621 505

11.00 0.911 20

LAMELA 1, 2 I 3MB 30; RA 400/500-2

Lg(m) kg

8

(kg/m)Lg(m) kg

8.00 0.911 29

6.14 1.621 60

10.74 1.621 749

5.34 1.621 9

5.74 1.621 865

7.90 3.951 780

11.48 3.951 1,134

7.90 1.621 320

11.44 1.621 464

9.95 0.911 18

7.00 0.911 26

2.56 1.242 159

9

(kg/m)Lg(m) kg

10.24 0.911 252

4.00 1.242 248

6.38 3.058 3,902

6.55 1.242 814

4.95 0.911 36

4.78 0.911 35

6.90 3.058 528

10.42 3.058 797

6.90 1.242 214

10.37 1.242 322

8.90 0.911 16

6.14 1.242 38

10

(kg/m)Lg(m) kg

10.64 1.242 463

5.64 1.242 525

6.40 3.058 489

9.55 3.058 730

6.40 1.242 199

9.50 1.242 295

8.00 0.911 15

2.56 1.242 159

10.24 0.911 252

4.00 1.242 248

11

(kg/m)Lg(m) kg

5.80 2.288 902

6.35 0.911 671

4.95 0.911 36

4.40 0.911 16

5.22 2.288 812

4.02 0.911 15

8.57 2.288 667

8.52 0.911 264

7.20 0.911 13

5.94 0.911 27

10.64 0.911 359

5.34 0.911 5

5.64 0.911 411

12

(kg/m)Lg(m) kg

7.73 2.288 601

7.69 0.911 238

6.45 0.911 12

2.56 1.242 159

10.24 0.911 252

4.00 1.242 248

S V E G A kg 31285

REKAPITULACIJA ARMATUREPOTPORNIH ZIDOVA LAMELA 1, 2 I 3

RA 400/500-2

g6 0.222 0.282735 0.7851875438 0.395 0.50264 0.78585070810 0.617 0.785375 0.78561196912 0.888 1.13094 0.78518754314 1.208 1.539335 0.78475445616 1.578 2.01056 0.78485596118 1.998 2.544615 0.78518754320 2.466 3.1415 0.7849753322 2.984 3.801215 0.78501216124 0 4.52376 025 3.853 4.90859375 0.78494986526 0 5.309135 028 4.834 6.15734 0.78507927130 0 7.068375 032 6.313 8.04224 0.784980304R6 0.228R8 0.405

R10 0.633R12 0.911R14 1.242R16 1.621R18 0R19 2.288R20 0R22 3.058R24 0R25 3.951R26 0R28 4.956R30 0R32 6.474

q257 52 0.38483375 5.13111667 66.7045167 52.3630456q131 27 0.19634375 2.61791667 34.0329167 26.7158396q524 106 0.785375 10.4716667 136.131667 106.863358

Bar schedule dimension Pos pcs

R10 30 12080

20 20

80

R12 58 260

1040 40

10

8060

R12 42 270

1020 10

6040 40

30

R10 30 12080

20 20

R10 30 9212 2060

R10 28 69

1245

12

R10 28 144

44

5545

R14 198 958

888 1045

15

80

R16 9 220

50 10

60

20

R12 48 0

R16 3 18,864

12

0

Lg(cm)

40

40

12

0

120R16 3 18,864

50 x 15 cm

R12 48 0

REMARK

36.0 0.633 23

150.8 0.911 137

113.4 0.911 103

36.0 0.633 23

27.6 0.633 17

19.3 0.633 12

40.3 0.633 26

1,896.8 1.242 2,356

19.8 1.621 32

0.0 0.911 0

565.9 1.621 917

Lg(m)

w(kg/m)

W(kg)

565.9 1.621 917

0.9110.0 0

Documents

Spec. Armature Potpornih Zidova