CN206784638U - Include the prefabricated overlapped shear wall of steel plate - Google Patents
Include the prefabricated overlapped shear wall of steel plate Download PDFInfo
- Publication number
- CN206784638U CN206784638U CN201720083843.1U CN201720083843U CN206784638U CN 206784638 U CN206784638 U CN 206784638U CN 201720083843 U CN201720083843 U CN 201720083843U CN 206784638 U CN206784638 U CN 206784638U
- Authority
- CN
- China
- Prior art keywords
- concrete
- steel plate
- prefabricated
- peg
- circular hole
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
A kind of prefabricated overlapped shear wall for including steel plate is the utility model is related to, is made up of concrete prefabricated board, steel plate, peg and cast-in-place concrete.Concrete prefabricated board is the concrete slab that thickness is 30mm 50mm, is provided with circular hole at a certain distance thereon.Steel plate is made up of Q235 steel, and thickness is 4mm 10mm, which is provided with the circular hole corresponding with concrete slab.Concrete prefabricated board and steel plate are produced by prefabrication, and both fit together.Peg uses the steel of high intensity, and quantity is consistent with the circular hole quantity on prefabricated plates.Cast-in-place concrete uses commerical ready-mixed concrete, when constructing at the scene, the casting concrete between two pieces of prefabricated plates, and peg is inserted by preformed hole, fasten peg after concrete scleroma.The prefabricated overlapped shear wall for including steel plate, which is arranged on, needs the place of lateral resistant member, in the presence of side force, due to the collective effect of steel plate and concrete, the shear wall has higher intensity, more preferable deformability, and more multi-energy can be consumed under geological process.
Description
Technical field
Prefabricated overlapped shear wall and steel plate shear force wall are the utility model is related to, it is pre- to make the concrete with steel plate by factory
Making sheet improves the efficiency of site operation, belongs to civil engineering work technical field of structures.
Background technology
German composite plate shear wall widely uses in advanced industrial countries such as Europe, and existing scholar's research shows, overlaps
Board-like shear wall structure is approximate with full-situ shear wall malformation, and its piece can effectively transmit geological process power, and protect
Hold the overall performance of structure space.Using such prefabricated plus cast-in-place construction method, a large amount of templates can be saved, improve production
Efficiency, and ensure the quality of works.However, it maintains the shortcomings that traditional cast-in-place concrete shear wall, i.e., larger
Tensile region tensile crack can continue to develop under cyclic load, and compressive region concrete local compression destroys.
Combined steel plate concrete shear force wall be one kind in cast-in-place concrete shear wall add steel plate, shaped steel, steel truss or
A kind of shear wall of other steel members.Combined steel plate concrete shear force wall has steel using amount small, and bearing capacity is big, displacement performance with it is steady
It is qualitative good, the features such as relatively low, result of the test both domestic and external and numerical value analysis shows are required to structure fire-resistant performance and endurance quality,
Steel plate is combined into collaborative work with concrete, forming a kind of steel-concrete combination lateral resistant member has larger theory
Value and wide actual application prospect.However, it is as site concrete, inevitable substantial amounts of branch masterplate, the precision of construction
It is low with efficiency comparison.
Two kinds of above-mentioned shear walls all respectively have advantage and disadvantage, therefore the prefabricated laminated steel plate shear wall knot that the utility model is related to
The advantages of stating shear wall is closed, the shortcomings that improving them, it is intended that the product of high quality can be efficiently produced in produce reality.
The content of the invention
In order to solve traditional shear wall in anti-seismic performance and the contradiction of speed of application, while solves the knot of steel plate and concrete
Close and protect the uncorroded problem of steel plate.The purpose of this utility model is to propose the prefabricated overlapping shearing for including steel plate
Wall.The device is improved on the basis of composite plate shear wall and combined steel plate shearing force wall is played, i.e., both is combined, made
Prefabricated steel plate concrete plate can cooperate with cast-in-place concrete, ensure the speed of increase construction while its intensity, subtract
Few template usage amount, reaches high-quality, quick, environmentally friendly requirement.
To achieve these goals, the utility model adopts the following technical scheme that.
The utility model proposes a kind of prefabricated overlapped shear wall for including steel plate, by concrete prefabricated board 1, steel plate 2, bolt
Nail 3 and cast-in-place concrete 4 form, and concrete prefabricated board 1 is the concrete slab that thickness is 30mm-50mm, is evenly distributed with thereon
Circular hole, steel plate 2 are made up of Q235 steel, thickness 4mm-10mm, which is provided with the circular hole corresponding with concrete prefabricated board 1；
The steel of the use high intensity of peg 3, quantity are consistent with the circular hole quantity on prefabricated plates.Cast-in-place concrete 4 uses commodity coagulation
Soil, the one side of two blocks of steel plates 2 paste setting cast-in-place concrete 4 between 1 two blocks of steel plates 2 of concrete prefabricated board, two pieces of coagulations respectively
Native 1, two block of steel plate 2 of prefabricated board and cast-in-place concrete 4 are fastened by peg 3.
In the utility model, the circular hole on the two block concretes prefabricated board 1, the circular hole on two blocks of steel plates 2 and peg 3
Quantity is identical.
In the utility model, peg 3 is through the circular hole on two block concrete prefabricated boards 1, the circular hole on two blocks of steel plates 2 and shows
Pouring concrete 4.
In the utility model, concrete prefabricated board 1 and steel plate 2 are produced by prefabrication, and both fit together.
In the utility model, during cast-in-place simultaneously, it should be noted that poured with adjacent members, to ensure that well-formed's is whole
Body.
Compared with prior art, advantages of the present invention is as follows：
（1）The utility model adds steel plate on the basis of prefabricated overlapped shear wall, can greatly improve shear wall
Anti-seismic performance.
（2）Peg is set up between prefabricated board, steel plate and cast-in-place concrete, the combination of three can be better ensured that.
（3）Steel plate is arranged on the inner side of concrete, can protect it from corroding while using its advantage.
Brief description of the drawings
Fig. 1 is the prefabricated overlapped shear wall elevation that the utility model includes steel plate；
Fig. 2 is the prefabricated overlapped shear wall profile that the utility model includes steel plate；
Label in figure：1 is concrete prefabricated board, and 2 be steel plate, and 3 be peg, and 4 be cast-in-place concrete.
Embodiment
Describe the embodiment of the present invention in detail with reference to Fig. 1 and Fig. 2.
As depicted in figs. 1 and 2, the embodiment of a kind of prefabricated overlapped shear wall for including steel plate of the present utility model, it is led
To include concrete prefabricated board 1, steel plate 2, peg 3 and cast-in-place concrete 4.
Concrete prefabricated board 1 is the concrete slab that thickness is 30mm-50mm, is provided with circular hole at a certain distance thereon.Steel plate 2
It is made up of Q235 steel, thickness 4mm-10mm, which is provided with the circular hole corresponding with concrete slab.The He of concrete prefabricated board 1
Steel plate 2 is produced by prefabrication, and both fit together.Peg 3 uses the steel of high intensity, quantity and the circle on prefabricated plates
Hole number is consistent.Cast-in-place concrete 4 uses commerical ready-mixed concrete, when constructing at the scene, coagulation is poured between two pieces of prefabricated plates
Soil 4, and peg 3 is inserted by preformed hole, fasten peg 3 after concrete scleroma.During cast-in-place, it should be noted that with adjacent structure
Part pours simultaneously, to ensure the globality of well-formed.
The prefabricated overlapped shear wall for including steel plate, which is arranged on, needs the place of lateral resistant member, in the effect of side force
Under, due to the collective effect of steel plate and concrete, the shear wall has higher intensity, more preferable deformability, and on ground
More multi-energy can be consumed under shake effect.
Claims (3)
- A kind of 1. prefabricated overlapped shear wall for including steel plate, by concrete prefabricated board（1）, steel plate（2）, peg（3）Mixed with cast-in-place Solidifying soil（4）Composition, it is characterised in that：Concrete prefabricated board（1）The concrete slab for being 30mm-50mm for thickness, uniformly divide thereon It is furnished with circular hole, steel plate（2）It is made up, thickness 4mm-10mm, which is provided with and concrete prefabricated board of Q235 steel（1）It is corresponding Circular hole；Peg（3）Using the steel of high intensity, quantity is consistent with the circular hole quantity on prefabricated plates；Cast-in-place concrete（4）Adopt With commerical ready-mixed concrete, two blocks of steel plates（2）One side paste concrete prefabricated board respectively（1）, two blocks of steel plates（2）Between set it is cast-in-place Concrete（4）, two block concrete prefabricated boards（1）, two blocks of steel plates（2）And cast-in-place concrete（4）Pass through peg（3）Fastening.
- 2. the prefabricated overlapped shear wall according to claim 1 for including steel plate, it is characterised in that：Two block concrete is pre- Making sheet（1）On circular hole, two blocks of steel plates（2）On circular hole and peg（3）Quantity it is identical.
- 3. the prefabricated overlapped shear wall according to claim 1 for including steel plate, it is characterised in that：Peg（3）Through two pieces Concrete prefabricated board（1）On circular hole, two blocks of steel plates（2）On circular hole and cast-in-place concrete（4）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720083843.1U CN206784638U (en) | 2017-01-23 | 2017-01-23 | Include the prefabricated overlapped shear wall of steel plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720083843.1U CN206784638U (en) | 2017-01-23 | 2017-01-23 | Include the prefabricated overlapped shear wall of steel plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206784638U true CN206784638U (en) | 2017-12-22 |
Family
ID=60704860
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720083843.1U Expired - Fee Related CN206784638U (en) | 2017-01-23 | 2017-01-23 | Include the prefabricated overlapped shear wall of steel plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206784638U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108005260A (en) * | 2018-01-03 | 2018-05-08 | 浙江绿筑集成科技有限公司 | A kind of assembling steel plate shear wall and its manufacture method |
| CN108316515A (en) * | 2018-03-23 | 2018-07-24 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall with bolt-type batten plate |
| CN108643391A (en) * | 2018-03-23 | 2018-10-12 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall with groove profile batten plate |
-
2017
- 2017-01-23 CN CN201720083843.1U patent/CN206784638U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108005260A (en) * | 2018-01-03 | 2018-05-08 | 浙江绿筑集成科技有限公司 | A kind of assembling steel plate shear wall and its manufacture method |
| CN108316515A (en) * | 2018-03-23 | 2018-07-24 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall with bolt-type batten plate |
| CN108643391A (en) * | 2018-03-23 | 2018-10-12 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall with groove profile batten plate |
| CN108643391B (en) * | 2018-03-23 | 2024-01-12 | 广东省建筑科学研究院集团股份有限公司 | Prefabricated steel plate combined shear wall with grooved batten plates |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US10273691B2 (en) | Method of constructing a reinforced compound concrete beam containing demolished concrete lumps | |
| CN106522440A (en) | Composite floor slab based on polyphenyl granule fiber concrete sandwich insulation and construction method | |
| CN202247707U (en) | Vertical external prestress and steel plate combined reinforcing box girder structure | |
| CN206784638U (en) | Include the prefabricated overlapped shear wall of steel plate | |
| CN105839813A (en) | Assembly type thermal insulation energy saving wall board with groovechannel steel connection piece, and manufacture method thereof | |
| CN108193588A (en) | A kind of assembled steel-mixed bondbeam shear connector | |
| CN108708551A (en) | A kind of preparation method of TRC permanent formworks beam or column | |
| CN108532810A (en) | A kind of recycled concrete superposed composite floor of steel plate- | |
| CN208502068U (en) | A kind of partial precast assembly prestress girder with rolled steel section en cased in concrete | |
| CN208219952U (en) | A kind of recycled concrete superposed composite floor of steel plate- | |
| CN208088522U (en) | A kind of novel fabricated bean column node of imitative joggle | |
| CN110130501A (en) | A kind of welding procedure method suitable for combining the cement-based material of concrete structure | |
| CN206205232U (en) | Laminated floor slab based on granular polystyrene fibre concrete sandwiched thermal insulating | |
| CN108374516A (en) | A kind of profiled sheet-raw bamboo-concrete combined floor and its manufacturing method | |
| CN106638260A (en) | Combined box beam structure and manufacturing method thereof | |
| CN107524162A (en) | A kind of assembled corrugated sheet steel Combined concrete pipe gallery | |
| CN207469438U (en) | A kind of prefabricated open tubular column | |
| CN206693469U (en) | A kind of precast floor slab connecting node | |
| CN202745481U (en) | Nibbed light high-strength concrete combined-type fence | |
| CN201695550U (en) | Closed profiled steel sheet-concrete combined floor | |
| CN103526877B (en) | A kind of precast concrete | |
| CN208777519U (en) | A kind of high-strength profiled sheet-fiber reinforcement regeneration concrete compoboard | |
| CN108018972A (en) | Full precast floor slab and laminated floor slab combining structure, making and assembly method | |
| CN107989391A (en) | A kind of combination beam of existed concrete bridge floor and girder steel | |
| CN106836641A (en) | Side sticking steel plate formula Combined concrete coupling beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171222 Termination date: 20200123 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |