total precase concrete structure for multi storey
TRANSCRIPT
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1、 Introduction of precast structure over the world
2、Structure analysis of wall-slab system of Broad
3、 Lab test of connections and analysis
4、Calculation and modeling
5、Company technical specification
6、Finished projects
Content
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1、 Introduction of precast structure
over the world
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Precast building project in Finland
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Precast technic in Japan
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Precast Residential Park
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Precast Buildings' Behaviors
in the Big Earthquake in Osaka and Kobe
• Jan 17th,1995
• Magnitude : 7.2
• Last 20 second
• Cost : over 100 billion Dollar
• Casualty : 6434 death
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WPC Building Survived in this Earthquake
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2. Structure analysis of wall-slab system of Broad
Basic theory of box system:
1. Divided the out coming force from any direction
into 3 orthogonal force
2. One pair only response to the force that parallel
to the wall plane
3. The walls react as uniform monolithic block to
the shear force
4. Several boxes work together to form
globe structure with multiple safety protection
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Connection between walls
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Connection between walls
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Connection between wall and slab
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The steel loop embedded in PC
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Gap finishing between precast plate
Foam stick
Silicone weatherproof sealant
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Advantages of the sealant
Maintainability Easy surface
finishing Convenient
construction
EconomicalShoot fiber forming Paintable Weatherproof
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3. Lab test of connections and analysis
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Test of the connection
The test of foundation-wall connection
The test of adjacent walls connection
The test of adjacent slabs connection
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The test of foundation-wall connection
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Test element----G1
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Test element----G2
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The test of foundation-wall connection
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The test of foundation-wall connection
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The test of foundation-wall connection
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The test of foundation-wall connection
Wreck on the PC wall
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The test of foundation-wall connection
Cracks on the foundation
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Result analysis
0 10 20 30 40 50 60 70 800
50
100
150
200
250
300
350
荷载
/kN
位移 /mm
JD1 (2 dowel bar)
0 10 20 30 40 50 60 70 800
50
100
150
200
250
300
350
荷载
/kN
位移 /mm
JD2 (2 dowel bar)
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The test of adjacent walls connection
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Cross-section of wall connection
Three sets of test(2 with Ф16 rebar, 1 with Ф12 rebar )
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The test of adjacent walls connection
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Test sample
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Test process
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Displacement and fail
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0 5 10 15 20 25 300
100
200
300
400
500
600
荷载 /kN
位移 /mm
0 5 10 15 20 25 300
100
200
300
400
500
600
荷载 /kN
位移 /mm
JD7(3 pair 6 steel wire) JD8 (3 pair 6 steel wire)
Results analysis
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Results analysis
0 5 10 15 20 25 300
100
200
300
400
500
600
荷载 /kN
位移 /mm
JD9(3 pair 6 steel wire)
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The test of adjacent slabs connection
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The test of adjacent slabs connection
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The test of adjacent slabs connection
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Summary of the tests of connections
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4、Calculation and modeling
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Other component check4.4
Detail design requirement4.2
Result and analysis4.3
General requirement of structure4.1
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Based on probability theory and limit state design method , and adjustment coefficient to design the structure components
Ultimate limit states and serviceability limit states are considered in designing
The duration of serviceability of precast structure and components should extend the designed duration without major repair
Using precast load bearing wall, and single block precast slab to form a box system, with the dowel bar and steel loop to connect
The whole structure is composited with vast box systems, which bring redundant safe factor to the building
Design principle
General requirement of structure4.1
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《Code for seismic design of buildings》GB50011-2010
《Code for design of masonry structure》GB50003-2011
《 Code for design and construction of assembling buildings》JGJ1-91
《Unified standard for reliability design of building structures》GB50068-2001
《Load code for the design of building structures》GB50009-2012
《Code for design of concrete structure》GB50010-2010
《Steel wire rope for important purpose》GB8918-2006
Regulations
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Concrete
Rebar
Steel wire loop
C35HRB400
Tension strength
1770MPa
Material
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Bearing capacity of ultimate limit state
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Safety factor γ0----- 1.0 for residential building, required duration 50 years
SGk ---- standard value of dead load;
SQ1k ---- standard value of live load;
SQik----standard value of governed variable load;
R(·)----function of structure resistance;
f ---- design value of masonry ,f=fk/γf;
fk ---- standard value of masonry ,
γf ---- material coefficient of masonry structure ,usually γf=1.6
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SG1K---- normal value of positive effect dead load
SG2K---- normal value of negative effect dead load
Overturning, sliding and floating check
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House Category
Minimum wall
thickness(mm)
Design value of acceleration of earthquake
6 Degree 7 Degree
0.05g 0.10g 0.15g
height story height story height story
Multi-story Assembled precast wall-slab structure
180 30 9 30 9 30 9
150 30 9 30 9 26 8
Multi-story Assembled precast wall-slab structure
with bottom frame and shear wall
180 30 9 30 9 26 8
150 30 9 30 9 26 8
Limit of height and stories(m)
Table 4.1
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Categories of floor system
Stiffness analysis
scheme
Semi-elastic analysis scheme
elasticanalysisscheme
1 Monolithic and assembled monolithic concrete plate floor
s<32 32≤s≤72 s>72
2Assembled precast girder
transfer floor, light steel floor and wood girder floor
s<20 20≤s≤48 s>48
3Wood floor with tile and light
steel floors<16 16≤s≤36 s>36
In table, s indicates span between cross walls, The unit is meter
Elastic analysis scheme is processed in case of no cross wall
Stiffness analysis scheme
Table 4.2
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1
3
2
Requirement of cross wall
The area of the opening must not extend the
50% of the area of the cross wall
The thickness of the cross wall should more than
180 mm
The length of the cross wall should longer than height
of the story for single story building, and should
longer than the height of length for multi-story building
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Multi-story building:
Under vertical load : wall and column are considered as pin connection
in both ends within one span
Under horizontal load : wall and column are considered as vertical
continuous cantilever beam
Single-story house:roof wall connection = pin connection
foundation wall connection = fixed connection
Assumption of stiffness analysis scheme
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The area of the hole of exterior wall is less
than 2/3 of exterior wall
The height of the building is within the limit
of table 4.2
Dead load of the roof slab > 0.8kN/m2
Wind load analysis
“Code for design of masonry structure” says that wind load affect can be
neglected if the 3 conditions can be satisfied simultaneously in analysis of
structure
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Wind velocity pressure
(kN/m2)
Height of story(m)
Total height
(m)
0.4 4.0 28
0.5 4.0 24
0.6 4.0 18
0.7 3.5 18
Height limit to neglect the wind load
Table 4.3
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Detail design requirement4.2
Categories of floor system range
Monolithic and assembled monolithic
concrete system
With isolation 50m
Without isolation 40m
Assembled precast plate floor system
With isolation 60m
Without isolation 50m
Assembled precast girder transfer floor
system
With isolation 75m
Without isolation 60m
Wood floor with tile and light steel floor 100m
Maximum range interval of expansion and contraction joint
Table 4.4
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Maximum range interval of cross wall
Category of structure
Seismicintensity
6 7
Assembled precast multi-story
building
Monolithic and assembled monolithic concrete system
15m 15m
Assembled precast plate floor system 11m 11m
Assembled precast multi-story
building with bottom frame
Assembled part
Same as assembled precast multi-story
building
Bottom frame structure
(less than 2 stories) 18m 15m
Table 4.5
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---- nominal height of wall or column
---- thickness of wall or relative length of rectangle column
---- modified coefficient for load bearing wall = 1.2, when h=240mm; = 1.5 when, h = 90mm
: use interpolation method when 90mm < h < 240mm
---- modified coefficient for opening
bs = the width of the opening
s = distance between axial line of walls at the two side of the opening
---- limited value of ratio of height to sectional thickness
(usual value = 30, for precast wall)
OH
h1
2
Ratio of height to sectional thickness of wall or column
1
S
bs4.012
1
1
Ratio of height to sectional thickness is determined by
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Result and analysis4.3
Compression
resistance
check of wall
Ratio of height
to sectional
thickness
checkof wall
Ultimate
limit state
vertical
connection
strength check
of wall
Horizontal
connection
strength check
of walls
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Modeling of multi-story building
Use the structural analysis
software PKPM, which
issued by China Academy
of Building Research
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Ratio of the resistance and the effect of earthquake:
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Ratio of height to sectional thickness of wall
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Other component check4.4
• Steel loop strength check
to define the material, the size, the quantity
and the space between each other
• Lifting bolt strength check
to define the tensile strength, the in-concrete length,
to well arrange the location of the bolts
• Dowel bar strength check
shear strength check
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Based on the theoretical research and laboratory test of the assembled precast multi-story building , Broad compiled the enterprise specification “Technical specification for assemble precast wall-slab structure multi-story building”
And the specification is accredited by structural expert jury.。
5. Company technical specification
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6. Finished projects
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