CN206070804U - A kind of short-shear wall structure - Google Patents
A kind of short-shear wall structure Download PDFInfo
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- CN206070804U CN206070804U CN201620962791.0U CN201620962791U CN206070804U CN 206070804 U CN206070804 U CN 206070804U CN 201620962791 U CN201620962791 U CN 201620962791U CN 206070804 U CN206070804 U CN 206070804U
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- shear wall
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Abstract
This utility model is related to Architectural Equipment technical field, more particularly to a kind of short-shear wall structure.A kind of short-shear wall structure, including：Shear wall with short piers body, mutually compresses the corner supports component being connected with shear wall with short piers body, and is arranged on compressing connector and compress fixture on the outside of shear wall with short piers body and corner supports component.Constructed using this utility model, easy construction, speed of application are fast, easy to operate.In work progress, without mould phenomenon generation of rising, save because of the other fees problem of mould generation of rising.Live twice laid, it is cost-effective, meet green construction requirement.This construction technology greatly accelerates speed of application according to on-site verification, it is ensured that be the construction quality of live shear wall with short piers, saves labourer's power and construction cost.
Description
Technical field
This utility model is related to Architectural Equipment technical field, more particularly to a kind of short-shear wall structure.
Background technology
Most domestic residential project, using shear wall structure form, and wherein ties comprising many shear wall with short piers at present
Structure.Shear wall with short piers template construction, difficulty are big, reinforce difficult, and template assembly is wasted, and is susceptible in concreting process
Rise mould phenomenon, causes unnecessary construction cost to increase, and is mainly shown as that the loss of this segment template is big, rise be molded as pick chisel,
Dew muscle is processed, and affects surface of concrete structure perception etc..
It is primarily present following problem：
Problem one：Shear wall with short piers, body of wall are different in size, and wall length is less than 1m, and job site template needs to carry out adding
Work makes, bigger than the loss of common wall template.
Problem two：Shear wall with short piers negative and positive Angle Position and end, formwork reinforcement are loaded down with trivial details, and difficulty of construction is relatively large, construction
Speed is slow.
Problem three：In walls concrete casting process, this position is larger by concentration power, and field-hardened is not in place, easily goes out
Now rise mould phenomenon.
Problem four：After the mould that rises occurs, the problems such as picking chisel, dew muscle of appearance, and affect surface of concrete structure perception, and shadow
Ring part engineering to provide quality goods or brilliant.
Utility model content
The purpose of this utility model is to propose a kind of self-shooting bar, described to be pressed on first body of wall and the second body of wall institute
Into the structure of the corner supports component of the inner side at turning, which is more agreed with the cooperation at the turning of shear wall with short piers body, for
The laminating in two faces of the corner of shear wall with short piers body is more tight, is simplified
With compress connector with it is described compress fixture be engaged fix first body of wall and the second body of wall into turning skill
Art scheme, while alleviating construction and the difficulty for supporting, reinforces convenient, reduces cost.
It is that, up to this purpose, this utility model is employed the following technical solutions：
A kind of short-shear wall structure, including：Shear wall with short piers body, mutually compresses turning of being connected with shear wall with short piers body
Angle supporting member, and it is arranged on compressing connector and compress fixation on the outside of shear wall with short piers body and corner supports component
Part.
One of preferred version as the technical program, the shear wall with short piers body include being fixedly connected in turning
First body of wall and the second body of wall, the corner supports component be pressed on first body of wall and the second body of wall in turning
Side.
One of preferred version as the technical program, first body of wall and the second body of wall institute are into turning and the turning
Supporting member it is identical into the angle at turning.
One of preferred version as the technical program, first body of wall and the second body of wall institute are 90 ° into turning.
One of preferred version as the technical program, the corner supports component be tetragon, and its not with the first wall
The both sides that body and the second body of wall are abutted against respectively with the first body of wall and the second body of wall composition rule tetragon.
One of preferred version as the technical program, the corner supports component be triangular form, and its not with the first wall
The side that body and the second body of wall are abutted against is triangle with the first body of wall and the second body of wall.
One of preferred version as the technical program, the corner supports component are frame structure.
One of preferred version as the technical program, the frame structure include being sequentially connected and constitute hollow structure
Multiple joint faces and the bracing frame being arranged in hollow structure.
One of preferred version as the technical program, support frame as described above is cross cross frames, and the cross friendship
The adjacent both sides of crotch are orthogonal.
One of preferred version as the technical program, the joint face are made up of waste wood side, and support frame as described above is by multilamellar
Plate is made.
Beneficial effect：It is described be pressed on first body of wall and the second body of wall into turning inner side corner supports component
Structure, which is more agreed with the cooperation at the turning of shear wall with short piers body, for the two of the corner of shear wall with short piers body
The laminating in individual face is more tight, and simplifying needs to compress admittedly with described using the different connector that compresses of multiple length sizes originally
Determine part be engaged fix first body of wall and the second body of wall into turning technical scheme, while alleviate construction and support
Difficulty, it is convenient to reinforce, and solves cost.Constructed using this utility model, easy construction, speed of application are fast, easy to operate.Apply
During work, without mould phenomenon generation of rising, save because of the other fees problem of mould generation of rising.Live twice laid, cost-effective, symbol
Close green construction to require.This construction technology greatly accelerates speed of application according to on-site verification, it is ensured that be live manomelia shearing
The construction quality of wall, saves labourer's power and construction cost.
Description of the drawings
Fig. 1 is a kind of structural representation of short-shear wall structure that this utility model embodiment 1 is provided.
In figure：
1st, shear wall with short piers body；2nd, corner supports component；3rd, compress connector；4th, compress fixture；11st, the first wall
Body；12nd, the second body of wall；21st, joint face；22nd, bracing frame.
Specific embodiment
The technical solution of the utility model is further illustrated below in conjunction with the accompanying drawings and by specific embodiment.
Embodiment 1
This utility model provides a kind of short-shear wall structure, including：Shear wall with short piers body 1, with shear wall with short piers
Body 1 mutually compresses the corner supports component 2 of connection, and is arranged on the outside of shear wall with short piers body 1 and corner supports component 2
Compress connector 3 and compress fixture 4.The shear wall with short piers body 1 includes the first body of wall 11 being fixedly connected in turning
With the second body of wall 12, the corner supports component 2 be pressed on first body of wall 11 and the second body of wall 11 into turning inner side.
It is described be pressed on first body of wall 11 and the second body of wall 12 into turning inner side corner supports component 2 knot
Structure, which is more agreed with the cooperation at the turning of shear wall with short piers body 1, for two of the corner of shear wall with short piers body 1
The laminating in face is more tight, and simplifying needs to compress admittedly with described using the different connector 3 that compresses of multiple length sizes originally
Determine part 4 be engaged fix first body of wall 11 and the second body of wall 12 into turning technical scheme, while alleviating construction
With the difficulty for supporting, reinforce convenient, solve cost.
When being embodied as, first body of wall 11 and the institute of the second body of wall 12 into turning and 2 institute of the corner supports component into
The angle at turning is identical.The corner supports component 2 be tetragon when, the corner supports component 2 not with the first body of wall 11
The both sides abutted against with the second body of wall 12 respectively with 12 composition rule tetragon of the first body of wall 11 and the second body of wall.The turning
When support component 2 is triangular form, the side not abutted against with the first body of wall 11 and the second body of wall 12 of the corner supports component 2 and the
One body of wall 11 and the second body of wall 12 are triangle.The shape of the corner supports component 2 is including but not limited to tetragon or three
Angular, any beneficial to coordinating, compress connector 3 and compress the shape of fixture 4 can be with.First body of wall 11 and the second wall
12 institute of body is into turning including but not limited to 90 °.
The corner supports component 2 is frame structure.The frame structure includes being sequentially connected and constitutes hollow structure
Multiple joint faces 21 and the bracing frame 22 being arranged in hollow structure.The joint face 21 is made up of waste wood side.Support frame as described above
22 is cross cross frames, and the adjacent both sides of the cross cross frames are orthogonal.Support frame as described above 22 is by multi-layer sheet system
Into.
Using building site waste wood side and template construct into together with docking with short-limb wall into square or rectangular turning
Supporting member 2 is very easy to reinforce, by using waste and old template, flitch and save steel pipe and fastener quantity, will be traditional
The mode that installs of short-shear wall structure is cleverly converted into framed column template and installs mode so that easy construction, quick and protect
Card is without mould phenomenon generation of rising.
Using waste and old template or waste wood side, according to shear wall with short piers both walls body length, corner supports component 2 is formulated, this
Corner supports component 2 is reusable, only serves interim filling, reinforcement effect, and real has accomplished job site waste again
Utilize.Corner supports component 2 completes, and shear wall with short piers body 1 is assembled into " frame column ", again using conventional frame
Column template installs form and carries out template construction operation.
In sum, it is described be pressed on first body of wall 11 and the second body of wall 12 into turning inner side corner supports
The structure of component 2, which is more agreed with the cooperation at the turning of shear wall with short piers body 1, for the turning of shear wall with short piers body 1
Place two faces laminating it is more tight, simplify need originally using multiple length sizes it is different compress connector 3 and institute
State compress fixture 4 be engaged fix first body of wall 11 and the second body of wall 12 into turning technical scheme, while subtracting
Light construction and the difficulty for supporting, reinforce convenient, reduce cost.
Know-why of the present utility model is described above in association with specific embodiment.These descriptions are intended merely to explain this reality
With new principle, and the restriction to this utility model protection domain can not be construed to by any way.Based on explanation herein,
Those skilled in the art associates other specific embodiments of the present utility model by need not paying performing creative labour,
These modes are fallen within protection domain of the present utility model.
Claims (10)
1. a kind of short-shear wall structure, it is characterised in that include：Shear wall with short piers body (1), with shear wall with short piers body
(1) mutually compress the corner supports component (2) of connection, and be arranged on shear wall with short piers body (1) and corner supports component (2) outward
Side compresses connector (3) and compresses fixture (4).
2. short-shear wall structure according to claim 1, it is characterised in that the shear wall with short piers body (1) includes
The first body of wall (11) being fixedly connected in turning and the second body of wall (12), the corner supports component (2) are pressed on described
One body of wall (11) and the second body of wall (12) into turning inner side.
3. short-shear wall structure according to claim 2, it is characterised in that first body of wall (11) and the second body of wall
(12) into turning and the corner supports component (2) it is identical into the angle at turning.
4. short-shear wall structure according to claim 2, it is characterised in that first body of wall (11) and the second body of wall
(11) institute is 90 ° into turning.
5. short-shear wall structure according to claim 2, it is characterised in that the corner supports component (2) is four sides
Shape, and its both sides for not abutting against with the first body of wall (11) and the second body of wall (11) respectively with the first body of wall (11) and the second body of wall
(12) composition rule tetragon.
6. short-shear wall structure according to claim 2, it is characterised in that the corner supports component (2) is triangle
Type, and its side for not abutting against with the first body of wall (11) and the second body of wall (12) and the first body of wall (11) and the second body of wall (11) structure
Triangularity.
7. the short-shear wall structure according to any one of claim 1-6, it is characterised in that the corner supports component
(2) it is frame structure.
8. short-shear wall structure according to claim 7, it is characterised in that the frame structure includes being sequentially connected simultaneously
Constitute multiple joint faces (21) and the bracing frame (22) being arranged in hollow structure of hollow structure.
9. short-shear wall structure according to claim 8, it is characterised in that support frame as described above (22) is cross intersection
Frame, and the adjacent both sides of the cross cross frames are orthogonal.
10. short-shear wall structure according to claim 8, it is characterised in that the joint face (21) is by waste wood side's system
Into support frame as described above (22) is made up of multi-layer sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620962791.0U CN206070804U (en) | 2016-08-26 | 2016-08-26 | A kind of short-shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620962791.0U CN206070804U (en) | 2016-08-26 | 2016-08-26 | A kind of short-shear wall structure |
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| Publication Number | Publication Date |
|---|---|
| CN206070804U true CN206070804U (en) | 2017-04-05 |
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ID=58434169
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620962791.0U Active CN206070804U (en) | 2016-08-26 | 2016-08-26 | A kind of short-shear wall structure |
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| Country | Link |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528733A (en) * | 2019-08-28 | 2019-12-03 | 东南大学 | A kind of construction method of steel-concrete combination shear wall with short piers |
| CN110528734A (en) * | 2019-08-28 | 2019-12-03 | 东南大学 | A kind of steel-concrete combination shear wall with short piers |
-
2016
- 2016-08-26 CN CN201620962791.0U patent/CN206070804U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528733A (en) * | 2019-08-28 | 2019-12-03 | 东南大学 | A kind of construction method of steel-concrete combination shear wall with short piers |
| CN110528734A (en) * | 2019-08-28 | 2019-12-03 | 东南大学 | A kind of steel-concrete combination shear wall with short piers |
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