CN209703768U - Assembling steel plate concrete shear wall structure - Google Patents
Assembling steel plate concrete shear wall structure Download PDFInfo
- Publication number
- CN209703768U CN209703768U CN201920120056.9U CN201920120056U CN209703768U CN 209703768 U CN209703768 U CN 209703768U CN 201920120056 U CN201920120056 U CN 201920120056U CN 209703768 U CN209703768 U CN 209703768U
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- China
- Prior art keywords
- steel plate
- wall
- body construction
- wall body
- supporting member
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 100
- 239000010959 steel Substances 0.000 title claims abstract description 100
- 238000010276 construction Methods 0.000 claims abstract description 89
- 239000003351 stiffener Substances 0.000 claims description 11
- 239000000758 substrate Substances 0.000 claims description 10
- 125000003003 spiro group Chemical group 0.000 claims description 2
- 238000003466 welding Methods 0.000 abstract description 7
- 238000005266 casting Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000012946 outsourcing Methods 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 229910003460 diamond Inorganic materials 0.000 description 2
- 239000010432 diamond Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000035882 stress Effects 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 208000020442 loss of weight Diseases 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Abstract
The utility model discloses a kind of assembling steel plate concrete shear wall structures, shear wall structure includes: the wall body construction of muti-piece mounted on top setting, each piece of wall body construction includes the encased steel plate for surrounding concrete pouring cavity, connection supporting member is provided between the adjacent two piece wall body construction of mounted on top setting, the concreting for the intracavitary and underlying lower wall body construction of concreting that connection supporting member is respectively protruding into the upper wall body construction being located above is intracavitary, corresponding guide frame is respectively arranged between connection supporting member and the upper encased steel plate of upper wall body construction and the lower encased steel plate of underlying lower wall body construction being located above, connection supporting member is bolted to connection respectively with upper encased steel plate and lower encased steel plate；Concreting is intracavitary to be poured filled with concrete.The utility model assembling steel plate concrete shear wall structure have the advantages that anti-seismic performance is good, assembling degree is high, between node from welding, save construction working hour.
Description
Technical field
The utility model relates to building structure technology field more particularly to a kind of assembling steel plate concrete shear force wall knots
Structure.
Background technique
Shear wall is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall, is that wind load or earthquake are primarily subjected in house or building
The wall of horizontal loading and vertical load (gravity) caused by acting on prevents structure shear (being cut) from destroying.
In China, most of high residential buildings generally use concrete shear wall structure system, its advantage is that enough providing
While anti-side rigidity, shear wall, which is easily achieved, uses effect without protrusion corner angle with beams of concrete and non-load bearing partition uniform thickness, interior
Fruit is preferable.But there are also prominent disadvantages for it: site operation needs a large amount of templates, assembling reinforcement, casting concrete, manually at
This is higher, and speed of application is slow, and causes seriously to pollute to environment, is the architectural mode of a kind of aging and unsustainable development.
China is wideling popularize assembled architecture in recent years, and assembled architecture, which refers to, exists some or all of building component
Prefabrication is transported to construction site after completing, then assemble and the building structure built up.
Assembling steel plate shear wall structure is a kind of novel lateral resisting constrained using peripheral steel plate concrete
Structural system.Steel plate therein and concrete collective effect, have given full play to respective material property, have bearing capacity high, rigid
The feature that degree is big, anti-seismic performance and power performance are good；Again with various informative, space partition zone performance is good, provides bigger using face
Long-pending advantage；Also there is the advantage for saving template scaffold, facilitating construction, improving construction efficiency, shorten the construction period simultaneously；With building
Standardization, assembling and industrialized popularization are built, assembling steel plate shear wall structure will obtain widely in building field
Using.
Currently, assembling steel plate concrete shear wall structure mostly uses greatly welding manner by steel plate and internal ribbed stiffener processing
Integral wall body construction, the then assembly, welding of scene progress upper and lower walls and pouring for concrete.This processing method is deposited
In following problems:
(1) since wall space limits, internal ribbed stiffener welding operation is difficult to realize, and welding quality not can guarantee, simultaneously
Excessive weld seam causes residual stress and strain, influences the stress performance of steel plate, causes to subtract the restraint performance of steel plate shear force wall
It is weak.
(2) when site operation, upper and lower wall installation is to positive difficulty, while the welding difficulty up and down between wall is big, influences
Construction efficiency and construction quality not can guarantee.
Utility model content
To overcome above-mentioned the deficiencies in the prior art, the technical problem to be solved by the utility model is to provide a kind of assembleds
Steel plate concrete shear wall structure has the advantages that between assembling degree height, node from welding.
In order to solve the above technical problems, the utility model uses following technical scheme:
A kind of assembling steel plate concrete shear wall structure characterized by comprising
Muti-piece wall body construction, each piece of wall body construction include the encased steel plate for surrounding concrete pouring cavity, muti-piece institute
The setting of wall body construction mounted on top is stated, connection support is provided between the adjacent two piece wall body construction of mounted on top setting
Component, the concreting that the connection supporting member is respectively protruding into the upper wall body construction being located above are intracavitary and underlying
The concreting of lower wall body construction is intracavitary, the upper encased steel plate of the connection supporting member and the upper wall body construction being located above
Corresponding guide frame is respectively arranged between the lower encased steel plate of underlying lower wall body construction, the connection supports structure
Part is bolted to connection respectively with the upper encased steel plate and the lower encased steel plate；The concreting is intracavitary to be poured
Filled with concrete.
Preferably, the encased steel plate includes two blocks of wall thickness steel for constituting two blocks of wide wide steel plates of wall of wall and constituting wall thickness
Plate.
Preferably, the guide frame includes compatible guide groove and guiding projection.
Preferably, the guide groove is opened in the inside of the wide steel plate of the wall, and the guiding projection is set to the connection
Supporting member or the guide groove are opened in the connection supporting member, and the guiding projection is set to the wide steel plate of the wall
Inside.
Preferably, the wide steel plate of the wall is provided with the groove being recessed to the concrete pouring cavity, the bolt and described
Spiro keyhole position on the wide steel plate of wall is in the groove.
Preferably, the guide frame of the wide steel plate of the wall is set to the groove.
Preferably, the concreting of the upper wall body construction is intracavitary is fixed with the coagulation that can protrude into the lower wall body construction
Soil pours intracavitary stiffener.
Preferably, the stiffener is channel steel.
Preferably, the connection supporting member includes two substrates being oppositely arranged and the web for connecting the substrate, two institutes
It states and is respectively arranged with the guide frame on substrate, offer hole on the web.
After adopting the above technical scheme, the utility model has the beneficial effects that
The utility model assembling steel plate concrete shear wall structure is mainly by encased steel plate, connection supporting member, spiral shell
What bolt and concrete were constituted, connector therein and outsourcing wall and bolt are all prefabricated processing in factory, without constructing
Live assembling reinforcement frame reduces on-site construction time, reduces cost of labor, uses between upper wall body construction and lower wall body construction
Supporting member connection is connected, connection supporting member protrudes into wall body construction and lower wall body construction and respectively with the two grafting, then uses
Bolt passes through connection supporting member and encased steel plate and avoids connection so that upper wall body construction connects reliably with lower wall body construction
Weld job between node, it is easy to assembly, improve construction efficiency.Surround the encased steel plate casting concrete of concrete pouring cavity
Afterwards, concrete is combined closely with encased steel plate, connection reinforcement part, bolt, improves the intensity of whole shear wall structure.
It connects and offers hole on the web of supporting member, protrude on the stiffener of lower wall and also open up lightening hole, both subtracted
The self weight of light wall is again tightly combined concrete and steel member, is effectively guaranteed assembling steel plate concrete shear force wall knot
The intensity of structure.
The wide steel plate of wall is provided with the groove being recessed to the concrete pouring cavity, the bolt on bolt and the wide steel plate of the wall
Hole is located in groove, and the installation of bolt is carried out in groove, when modifying metope in the later period, has saved to cover to protrude outside bolt and cut
The dosage of the concrete used when power wall finally builds up the flatness of wall using the guarantee of relatively fewer concrete, avoids pair
Subsequent fitting-up engineering has an impact.
When construction, the wall height designed when according to building carries out the block number of selected wall body construction, then by muti-piece wall body construction
It is successively assembled by step, it is easy to operate, the weld job between connecting node is avoided, is mentioned while ensure that construction quality
High construction efficiency.
Detailed description of the invention
Fig. 1 is the structural schematic diagram under the utility model after wall assembling；
Fig. 2 is the structural schematic diagram on the utility model after wall assembling；
Fig. 3 be on the utility model wall and lower wall assembly after structural schematic diagram；
Fig. 4 is the structural schematic diagram of the utility model connection supporting member；
In figure: the wide steel plate of 11- wall, 111- groove, 112- guide groove, 113- bolt hole, 12- wall thickness steel plate, 2- connection branch
Support component, 22- substrate, 23- web, 221- guiding projection, 3- bolt, 4- stiffener, wall body construction under X-, the upper wall of S-
Component.
Specific embodiment
The present invention will be further described with reference to the accompanying drawings and examples.
It is common shown as shown in Figure 1 to Figure 4, a kind of assembling steel plate concrete shear wall structure, comprising: muti-piece wall body construction,
The each piece of wall body construction includes the encased steel plate for surrounding concrete pouring cavity, and wall body construction mounted on top described in muti-piece is set
It sets, connection supporting member 2 is provided between the adjacent two piece wall body construction of mounted on top setting, connects supporting member 2
It is respectively protruding into the concrete of the intracavitary and underlying lower wall body construction X of concreting for the upper wall body construction S being located above
Pour intracavitary, the upper encased steel plate and underlying lower wall body structure of connection supporting member 2 and the upper wall body construction S being located above
Corresponding guide frame, connection supporting member 2 and upper encased steel plate and lower outsourcing are respectively arranged between the lower encased steel plate of part X
Steel plate passes through bolt 113 respectively and is fixedly connected；Concreting is intracavitary to be poured filled with concrete.
Specifically, encased steel plate includes two blocks of wall thickness steel plates for constituting the wide steel plate 11 of two pieces of wide walls of wall and constituting wall thickness
12.Guide frame includes compatible guide groove and guiding projection.Guide groove 112 is opened in the wide steel plate of wall in the present embodiment
11 inside, guiding projection 221 are set to connection supporting member 2.As shown in figure 4, connection supporting member 2 is oppositely arranged including two
Substrate 22 and connecting substrate 22 web 23, be respectively arranged with guiding projection 221 on two substrates 22, offered on web 23
Hole.The hole opened up on this reality utility model median ventral plate 23 is diamond hole, plays the role of loss of weight and saves steel, and ensures to connect
2 later period of supporting member combines closely with concrete.
Guide groove can also be opened in connection supporting member 2 by above-mentioned guide frame, and it is wide that guiding projection is set to wall
The inside of steel plate 11.
As shown in Figure 1 to Figure 3, the wide steel plate 11 of wall is provided with the groove 111 being recessed to concrete pouring cavity, bolt 3 and wall
Bolt hole 113 on wide steel plate is located in groove 111.The guide frame (being guide groove 112 in the present embodiment) of the wide steel plate 11 of wall
It is set at groove 111.For the beauty of building, the component in construction is avoided to have an impact subsequent fitting-up engineering,
In later period finishing, the component of bolt or other protrusion metopes need to generally be covered with concrete, thus regard groove 111 as spiral shell
The installation site of bolt 3 has been saved to cover the dosage of the concrete used when bolt.
As shown in Fig. 2, the concreting of upper wall body construction S is intracavitary to be fixed with the concrete that can protrude into lower wall body construction X
Intracavitary stiffener 4 is poured, stiffener 4 is channel steel, and the lightening hole of diamond shape is provided on channel steel.By channel steel in the present embodiment
It is fixed at wall thickness steel plate and channel steel stretches out upper wall body construction S, upper wall body construction S and lower wall body construction X and assembles and pour coagulation
After soil, stiffener 4 makes shear wall structure improve the ability for resisting the horizontal load perpendicular to wall thickness steel plate direction.
A kind of construction method making the assembling steel plate concrete shear wall structure, includes the following steps:
A, (the knot of the structure connection supporting member 2 of supporting member of the supporting member by height less than encased steel plate height H
Structure is identical, but has difference in length, and supporting member only serves booster action, is not involved in wall body construction S and lower wall body structure
The connection of part X.) it is inserted into first encased steel plate that height is H, with bolt 3 (bolt being located at Z-1 in Fig. 3) described in
Encased steel plate and connection supporting member 2 are tightened, and lower wall body construction as shown in Figure 1 are formed, then by concreting to lower wall
To the apical position of supporting member 2 inside body member X.First preferably is inserted into the supporting member that height is 0.5H in this step
Height inside encased steel plate, i.e. concreting to lower wall body construction X is 0.5H.
B, second encased steel plate for being H by the connection supporting member 2 insertion height that height is H, the connection support structure
Part 2 stretches out the lower end of upper encased steel plate, then with bolt 3 (bolt positioned at Z-2 at) pass through second encased steel plate with
Connection supporting member 2 is tightened, and upper wall body construction as shown in Figure 2 is formed；
C, the upper wall body construction S in step B is lifted, connection supporting member 2 overhanging in step B is inserted into step A
In lower wall body construction X encased steel plate guide frame in, i.e., in this example by the overhanging connection in upper wall body construction S
The guiding projection 221 of supporting member 2 is inserted into the guide groove 112 of lower wall body construction X, carries out the upper wall body construction S and institute
The grafting of lower wall body construction X is stated, bolt 3 (bolt at Z-3) is used to pass through the outsourcing wall of lower wall body construction X after the completion of grafting
Body and connection supporting member are tightened, and are then carried out pouring for concrete, are poured the connection supporting member top in supreme wall body construction
The position at end, the upper wall body construction and the lower wall body construction are finished as first node construction, as shown in figure 3, the step
2 height of connection supporting member of middle selection is H, and connection supporting member 2 is inserted into the upper wall body construction S's and lower wall body construction X
Height is respectively 0.5H, at the 0.5H height in the supreme wall body construction of casting concrete.
D, using the upper wall body construction S of first node as the lower wall body construction X of second node, according to step B and step C
Installation is carried out using the upper wall body construction S as the upper wall body construction S of second node, is successively assembled, until entire wall
Construction is completed.
Connection supporting element, encased steel plate and bolt in the utility model are all prefabricated processing in factory, easy to assembly,
And it firmly installs, reduces weld job in wall, improve construction efficiency.When construction, upper wall be arranged overhanging channel steel and
Supporting member is connected, bolt is penetrated after wall under channel steel overhanging in upper wall and connection supporting member are inserted into and carries out wall up and down
The connection of body, then casting concrete, this connection type had both effectively enhanced vertically connecting between wall and lower wall
Intensity is connect, the weld job between connecting node is in turn avoided, improves construction efficiency while ensure that construction quality.
The utility model is not limited to above-mentioned specific embodiment, and those skilled in the art visualize from above-mentioned
Hair, without creative labor, the various transformation made are all fallen in the protection scope of the utility model.
Claims (9)
1. a kind of assembling steel plate concrete shear wall structure characterized by comprising
Muti-piece wall body construction, each piece of wall body construction include the encased steel plate for surrounding concrete pouring cavity, wall described in muti-piece
Body component mounted on top is arranged, and connection support structure is provided between the adjacent two piece wall body construction of mounted on top setting
Part, under the concreting that the connection supporting member is respectively protruding into the upper wall body construction being located above is intracavitary and underlying
The concreting of wall body construction is intracavitary, the connection supporting member and the upper encased steel plate of upper wall body construction being located above and
Corresponding guide frame, the connection supporting member are respectively arranged between the lower encased steel plate of underlying lower wall body construction
It is bolted to connection respectively with the upper encased steel plate and the lower encased steel plate；Intracavitary pour of the concreting is filled out
Filled with concrete.
2. assembling steel plate concrete shear wall structure as described in claim 1, which is characterized in that the encased steel plate includes
It constitutes two blocks of wide wide steel plates of wall of wall and constitutes two blocks of wall thickness steel plates of wall thickness.
3. assembling steel plate concrete shear wall structure as claimed in claim 2, which is characterized in that the guide frame includes
Compatible guide groove and guiding projection.
4. assembling steel plate concrete shear wall structure as claimed in claim 3, which is characterized in that the guide groove is opened in
The inside of the wide steel plate of wall, the guiding projection is set to the connection supporting member or the guide groove is opened in institute
Connection supporting member is stated, the guiding projection is set to the inside of the wide steel plate of the wall.
5. assembling steel plate concrete shear wall structure as claimed in claim 4, which is characterized in that the wide steel plate setting of wall
The groove of oriented concrete pouring cavity recess, the spiro keyhole position on the bolt and the wide steel plate of the wall is in the groove
It is interior.
6. assembling steel plate concrete shear wall structure as claimed in claim 5, which is characterized in that the wide steel plate of wall is led
To structure setting in the groove.
7. assembling steel plate concrete shear wall structure as described in claim 1, which is characterized in that the upper wall body construction
Concreting is intracavitary to be fixed with the intracavitary stiffener of concreting that can protrude into the lower wall body construction.
8. assembling steel plate concrete shear wall structure as claimed in claim 7, which is characterized in that the stiffener is slot
Steel.
9. assembling steel plate concrete shear wall structure as described in claim 1, which is characterized in that the connection supporting member
The substrate that is oppositely arranged including two and the web for connecting the substrate are respectively arranged with the guide frame on two substrates,
Hole is offered on the web.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920120056.9U CN209703768U (en) | 2019-01-23 | 2019-01-23 | Assembling steel plate concrete shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920120056.9U CN209703768U (en) | 2019-01-23 | 2019-01-23 | Assembling steel plate concrete shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209703768U true CN209703768U (en) | 2019-11-29 |
Family
ID=68640330
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920120056.9U Expired - Fee Related CN209703768U (en) | 2019-01-23 | 2019-01-23 | Assembling steel plate concrete shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209703768U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853783A (en) * | 2019-01-23 | 2019-06-07 | 潍坊学院 | Assembling steel plate concrete shear wall structure and construction method |
| CN112962832A (en) * | 2021-02-08 | 2021-06-15 | 三一筑工科技股份有限公司 | T-shaped foundation combined member |
-
2019
- 2019-01-23 CN CN201920120056.9U patent/CN209703768U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853783A (en) * | 2019-01-23 | 2019-06-07 | 潍坊学院 | Assembling steel plate concrete shear wall structure and construction method |
| CN109853783B (en) * | 2019-01-23 | 2024-03-15 | 潍坊学院 | Assembled steel plate concrete shear wall structure and construction method |
| CN112962832A (en) * | 2021-02-08 | 2021-06-15 | 三一筑工科技股份有限公司 | T-shaped foundation combined member |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191129 |