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1
1
1.
1.1
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2.
2.1
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.
2 (EC2, ENV 199213)
,
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,
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2.3
,
.
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2
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.
,
(panels), 1642
.
, ,
Crystal Palace , Joseph Paxton
1851. ,
1870
(), Empire State Building,
.
,
,
. ,
,
.
( )
,
(Finn, 1992).
,
,
(
/ ) . , 125.000
,
(Uni-Seco, Arcon, Airoh), IMS,
, 10000
.
70
,
,
6
2
. ,
.
,
. 2.1 (Master Builders Association Malaysia, 1996).
2.1 .
. . ,
.
. . .
.
.
.
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.
.
11%
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http://europa.eu.int/comm/research/growth/gcc/in-action-construct.html#05),
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2
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.
(Craig et al., 2000),
, , .
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,
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40
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,
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,
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2
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6 .
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10
2
, , . (
b, h ) b 3h 6h (. 2.1).
.
() (
), (blocks).
(panneaux panels) , b 3h
6h ( ) (. 2.1).
( )
, ,
,
(. 2.1).
() () () 2.1 : () , () () .
11
3
3.
3.1 , , ,
. (--
)
, . ,
,
.
3.2 -
(..)
.
. 3.1.
3.1 .
(panels panneaux), (blocks).
( ), .
.
.
12
3 (
) ,
(, 1992):
1. .
2. .
3. (.. ..
).
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,
.
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3
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O -
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, O.
.
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.
( )
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,
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, ( , ,
) .
. -
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1 :
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2 : , ,
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14
3 .
, .
,
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3.3.1.2 - " O"
.
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O.
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) , :
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3
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IV.
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16
3 .
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3.3.2
- ( ),
.
(, , ),
. ,
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,
,
..
3.3.2.1
- (panneaux / panels).
, .
(panneaux homogenes).
, .
1.300, .
, , , . .
(panneaux heterogenes).
17
3
, ( -
panneaux multicouches ),
(
). , ,
,
.
, .
, ,
. ,
. ,
(panneaux a ossature),
. ,
(panneaux composites), .
, .
- (blocs).,
, .
, 25 .
3.3.2.2
- (blocs). ,
,
( ,
), . ,
, (), ,
,
.
, , ,
18
3 . ,
.
- (panneaux).
( ),
.
,
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3.3.2.3 ( . . )
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.
3.3.3
.
:
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.
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19
3 - ( )
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,
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).
20
3 3.3.6
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.
3.3.7
.
.
.
(1) (2)
21
3
(3) (4)
(5) (6)
(7) (8)
22
3
(9) (10)
3. (1) (10):
3.4
3.4.1
, .
.
.
, ,
() ,
.
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23
3
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24
3
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25
3
(13)
3. (11) (13) :
3.4.2 ( )
,
.
,
,
,
.
:
1. (),
.
2. (),
.
3. ,
.
26
3
2.4.2.1 ,
.
, ,
. ,
, .
( Contreplaque )
,
.
:
1. ,
- 2.50 2.80 .,
1.00 12.00 . 75 /2 -
.
2. ,
,
.
, . .
.
3. ,
2.50 6.00 .
2.4.2.2
,
, 2 .
27
3 . , ,
.
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.
,
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1. .
.
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28
3
,
500 2000 .
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).
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29
3 3.4.3.1
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,
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,
.
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.
(14) (15) (16)
30
3
(17) (18) (19)
(20) (21) (22)
(23) (24) (25)
3. (14) (25) :
3.4.3.3
,
.
31
3 3.4.4
,
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:
1. .
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32
3 , .
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( .
in situ , ),
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, , , .
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33
3 . ,
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, /
know-how
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, .. , ..
3.4.5.1
, ,
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.
( 1/17 ), 1 1992 .
,
:
1.
2,0.
2.
3,0.
34
3
3.
2,5.
4. 4,0.
DIN 3093.
- , ,
- .
- . ( ..
)
-
,
.
- . (
ISO 9001)
3.4.5.2 -
,
,
.
.
,
:
1. .
2. .
3.
.
4. .
5. ( ).
6. .
7. .
35
3
8. .
(26) (27)
(28) 3. (26) (28) : ,
36
4
4.
4.1
,
(, , )
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.
4.2
.
. .
, ,
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,
. , ...
. ,
,
.
37
4
4.3
4.3.1
C Z.
,
.
, , .
, / ,
. 15%
,
/
(Anon, 1999).
,
:
- .
- .
- .
-
.
-
.
.
-
.
- .
,
.
38
4
-
.
4.3.2
,
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8%
(Gann et al., 1999). ,
,
, . ,
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,
,
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(.. ),
, , ,
. ,
, ,
, .. (Dickson, 1996).
4.3.3
(precast concrete)
. ,
, , ,
39
4
,
. ,
,
,
/
, ,
.
4.3.4
A ,
,
,
,
,
,
.
1983 Okamura,
,
, .
Okamura 1986
Ozawa Maekawa
.
,
,
,
40
4
,
(Graubner et al., 2001). (
),
,
.
,
, , ,
. ,
, Grind,
,
, PVC
.
,
.
,
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,
.
( HPC )
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,
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.
41
4
.
,
.
.
( , ),
, (
, , ..).
.
4.3.5
: ,
, (FRP)
(high performance concrete
composites), , ,
(exterior cladding
systems). , , ,
,
.
,
(. 2.3),
42
4
(515 mm) ,
.
4.1 .
(% ..)
(AR- GRC)
(MG)
(AR- GRC) (MG)
40.1 - [CaSO4 H2O]
54.5 (MPa)
75 -
40.1 38.5 (MPa)
13 2 75
14.8 5.5 (MPa) 5.5 0.5 32
( )
5.0 13.0 (GPa)
25 3 5 ( )
Alkali resistant E-Glass fibre reinforced cement, : 2000 100 kg/m3 modified gypsum-based material (20C 65% ), : 1500 kg/m3 (fib, 1998)
(, , ..)
1.5 (MPa)
5.5 0.5 -
, ,
.
( ) , : (i)
, (ii) ,
(CFRP), (AFRP) (GFRP), (iii)
FRP ,
. / FRP,
(..
43
4
), (. )
.
(Naaman, 2000)
(
),
- (ferrocement). To
,
FRPs,
(thin laminated composite).
, , (fib, 1998): (i)
Portland ( )
500 800 kg/m3,
, (ii)
/ 0.4, (iii)
2-4 mm ( 2/3
).
To (0.5-
2 mm), 5 30 mm
( ) 300 1500 Pa.
8 , ,
S (
).
,
.
,
, ,
( ).
(
44
4
) (6-50 mm, 25
mm).
To ,
, , ,
,
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, ( )
.
4.3.6 .
,
,
.
.
,
,
25-27 kg
( , ,
.), ,
.
45
4
4.4
,
.
,
,
ISO, .
, 5 .
46
5 -
5. -
5.1
,
.
,
.
,
.
5.2
,
(, 1968). :
, .
.
, .
.
.
.
, .
47
5 -
, ,
.
5.3 5.3.1
(, , ..)
80%
, 20%
().
:
,
,
.
,
, .
, ,
, ,
. ,
,
. ,
50% ,
,
.
48
5 -
.
,
.
,
.
.
()
.
.
, ,
30%.
,
,
.
,
(.. ).
,
.
Goltermann (1993),
, ,
5% ( ).
49
5 -
(
..
,
, ..). ,
,
.
/
.
.
.
, ,
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.
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5.3.2
:
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50
5 -
,
.
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,
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.
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.
,
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51
5 -
-
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.
5.3.3
,
( ),
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. (... ,
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. , ,
,
.
. (, 1968).
,
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), ,
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52
5 -
5.4
- . ,
,
.
- .
, ,
.
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.
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.
5.5 5.5.1
. ,
,
.
, ,
. ,
,
, ,
53
5 -
( )
.
.
.
, 140 m, Britannia
Tubular Bridge (1846-1850),
Bailey.
.
, .
,
.
5.5.1.1
,
, .
, :
- .
- .
- .
:
- .
- .
- .
54
5 -
- .
, :
- .
- .
- .
- .
,
, .
, ,
,
.
(1) (2)
(3)
4. (1) (3) :
55
5 -
5.5.2
, 1920
.
.
,
,
.
, , ,
. ,
(
, ,
)
.
, ,
.
,
,
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.
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,
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,
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. .
Donnerbuhl .
,
. ,
56
5 -
.
,
.
,
,
.
,
.
,
,
.
.
.
,
, ,
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-,
.
. ,
.
57
5 -
(4) (5)
(6) (7)
5. (4) (7) :
5.5.3
.
,
1966. , 3.30,
10 100,
. 2.5
149 ,
, ,
.
58
5 -
5.5.4
100 ,
,
,
,
.
, , ,
, , ..
,
.
, .
. , , ,
, , , , ..
,
.
,
, . .
, ,
, , .
, ( fiberglass),
,
,
.
, , , , ..
,
. ,
/
, , ,
, .
59
5 -
:
1.
.
2. .
3. , .
4. , .
5.
.
6. ,
( 253//24.4.84, ASTM
C497, ASTM C497 , DIN 4261, DIN 19551,19552,19553).
,
(..
,
, .. ).
5.5.5 ,
,
. ,
,
.
,
1881,
,
. .
5.5.5.1 ,
.
60
5 -
. ,
, . ,
4 . ,
.
, .
, 60
.
. ,
. , . ,
. ,
60 80
. 450 /2,
,
. ,
.
5.5.5.2
, ,
, .
,
, !
5.5.6
,
61
5 -
,
.
(
), ,
.
5.5.6.1
,
1970
.
,
. , :
- ,
( , , ).
-
, ( )
.
-
- ,
.
:
62
5 -
- ,
.
-
- ( 2
3 )
- .
(
) , :
-
-
.
,
.
5.5.7 5.5.7.1
,
, ,
. 7cm*7cm*14m
100 200m
.
, ,
,
.
63
5 -
5.5.7.2
1930,
.
,
,
,
.
5.5.8
O
,
,
. ,
,
, .
, ,
. ,
,
.
. O,
25-50 cm
.
,
,
. O
,
.
64
5 -
, ,
,
. ,
. ,
.
.
,
.
,
, . ,
, .
, 30 cm.
5x10 5x15 cm,
5x20 cm.
.
.
,
,
.
.
. ,
,
.
65
5 -
. ,
, ,
.
,
,
.
,
.
,
.
,
.
.
.
,
.
,
,
. ,
,
.
,
.
,
. O 3 * 5 m
.
66
5 -
, , . O
,
.
, , ..
,
.
,
(lamell* * coll*) ,
.
,
,
.
67
6 / 6. 6.1 , , 70,
,
.
-
. ,
.
, 70 , (Park Paulay, 1975)
.
, , Hollings (1969),
New Zealand National Society for
Earthquake Engineering Paulay Priestley (1992).
6.2
,
, -
-
. :
1. - (lateral)
,
- .
, -
.
68
6 /
2. -
(-ductility
capacity), .
3. (
),
-
( )
.
. , ,
. -
,
, .
6.3 /
,
.
,
- .
- (equivalent
monolithic), (jointed hybrid) ( -jointed
rotating).
69
6 /
6.3.1
.
.
, ,
.
.
,
,
,
.
.
.
. -
- .
6.3.2 -
, ,
- .
, (),
. -
70
6 /
.
, ,
-
.
-
. ,
,
-
:
1. (equivalent monolithic) 2. (jointed hybrid) 3. ( -jointed rotating)
4. (foundation rocking) (jointed systems)
, - ,
(joint opening),
(plastic hinging).
6.3.2.1 (equivalent monolithic systems )
-
.
(cast-in-place structure).
(
) .
6.1 () .
, -
,
71
6 /
.
. ,
,
.
6.1 ()
. ,
,
.
()
72
- ( )
()
6.1
: () , ()
6.3.2.2 (jointed systems)
- ,
.
( ),
. .
( jointed hybrid systems )
(),
. --
,
73
6 /
(jointed rotating systems),
(energy dissipation) .
( 6.2 () ),
- ,
. ,
(unbonded post-tensioned),
(restoring force).
/
.
( 6.2 () ), -
,
.
.
( )
, / .
- ( )
( )
()
74
6 /
- ( )
( )
()
6.2
: () , ()
(jointed rotating systems)
.
,
(jointed rotating
system), . -
, .
,
.
, ,
.
75
6 /
- ( )
( )
()
- ( )
()
76
6 /
6.3
- : () , ()
(rocking systems)
, -
, .
,
.
, .
6.4 -,
,
.
-
. ,
,
.
-
- ,
.
-
( ).
, -
.
77
6 /
,
/ .
-
. (jointed rotating systems),
- ,
, ( ),
(re-centering).
6.5
:
1. -
,
.
2.
-
.
6.5.1
-
. ,
.
, ,
.
78
6 /
,
, collectors
. ,
-
.
. (
>40m ), ,
,
. , /
,
. ,
.
-
,
- . ,
, ,
.
,
.
,
.
,
.
,
,
.
, -
79
6 /
. -
.
6.5.2 -
-
,
(lap splices) .
,
. ,
/ ,
, ,
. ,
, ,
.
,
(buckling)
.
- (jointed systems) -
. unbonded ,
,
.
-,
80
6 /
(de-bonded) , ,
.
6.5.3
- ,
.
. ,
,
, . ,
, ,
.
6.6 1. DIN 4225 ( --
)
2. DIN
4233 ( - - )
3. DIN 4028
(- )
4. DIN 42 23
(-- --
)
5. :
DIN 4239
DIN 1078
81
6 /
1.
ACI 512-67
2.
ACI-ASCE 512
3.
ACI-1525-63
1997
1995
82
7
7.
7.1 ,
,
,
.
,
, .
,
, ,
.
7.2 , , ,
1960
, .
( 1980,
1986, 1993, , , ,
1995 1996).
,
, ,
(...), ,
, , , , ,
83
7
, , , , ,
, .
" ",
45 m
( ),
- ,
...., "
", , .. (, 2000).
,
,
()
, ()
, , ... ,
, 2004
.
7.3
80. ,
20. ,
, .
.1 .
, 1993,
().
84
7
.
8% ,
20%.
(),
55%
, 15% , 5% , 20%
5% .
7.1
85
7
7.4
,
.
.
,
,
.
.
,
.. ,
.
, . ,
,
.
.
7.5
, ,
1999 " " ()
,
( 1517//27.7.99).
:
86
7
(1) 2, 1-3 (ENV 1992 1-3/1995),
.
(2) 8. 1-3 (ENV 1998-1-3/1994).
7.6
.
,
.
,
.
.
.7.2.
,
,
.
87
7
30
40
50
60
0 300 600 900 1200 1500
/
/ t
n / k
m
km
7.2
.
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.. , . , , 22/5-21/6 1968. . , , , 22/5-21/6 1968. . , - , 2178, 10 2001. .. (2000), , , 2096, 10/4/2000. . & Engineering . (2000), ( ) ( , 17-12-2000). .. , , 22/5-21/6 1968. .. (1999) , 2109, 10 2000. . , . (1992), , , 1992. Dr. M. Corradi, R. S. Khurana, . , . , - , .
Mr Anthony Craig, Dr Richard Laing, Dr Martin Edge, The social acceptability of prefabrication and standardization in relation to new housing 16th IAPS Conference 21st century: Cities, social life and sustainable development, Paris, 4th-7th July 2000. Mr Anthony Craig, Dr Richard Laing, Dr Martin Edge, Prefabricated housing: an assessment of cost, value and quality International Conference on Construction, Hong Kong, 19 June 2000.
99
Glenn Ballard and Greg Howell, What kind of production is construction? Proceedings of the 6th Annual Conference of the International Group for Lean Construction, IGLC-6, Guaruja, Brazil, 13th -15th August 1998. Lauri Koskela and Ruben Vrijhoef, The prevalent theory of construction is a hindrance for innovation Proceedings of the 8th Annual Conference of the International Group for Lean Construction, IGLC-8, Brighton, UK, July 2000. Dr Jacqueline Glass, The Future for Precast Concrete in Low-Rise Housing Lauri Koskela, Application of the new production philosophy to construction Center for Intergrated Facility Engineering (CIFA), Technical Report #72, September 1992, Stanford University. Pr Brian Atkin and Dr Robert Wing, Futurehome-Manufactured Housing for Europe 16 IAARC International Symposium on Automation and Robotics in Construction, Madrid, September 1999. Ting-Ya Hsieh, The economic implications of subcontracting practice on building prefabrication (1997). The International federation for structural concrete (fib), Seismic design of precast concrete building structures state-of-art report, bulletin 27, October 2003. Dickson B. W. ,Engineered Wood Products for Transportation Structures An Overview of the Obstacles and Opportunities Forest Products Laboratory, 1996. EC2, ENV 199213/1995, Part 1-3