CN206428966U - Deformation joint template of shear wall structure - Google Patents
Deformation joint template of shear wall structure Download PDFInfo
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- CN206428966U CN206428966U CN201621399632.0U CN201621399632U CN206428966U CN 206428966 U CN206428966 U CN 206428966U CN 201621399632 U CN201621399632 U CN 201621399632U CN 206428966 U CN206428966 U CN 206428966U
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- template
- reinforcing bar
- shear wall
- band iron
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Abstract
The utility model is specially a kind of deformation joint template of shear wall structure, solves the problem of existing shear wall structure deformation joint construction presence can not ensure concrete flatness, perpendicularity and influence structural safety performance.Including typified form and end socket template, two typified form bottoms are provided with locating slot, stop sleeve is installed with each pair locating slot, cross-brace reinforcing bar is installed with stop sleeve, the inner surface of two typified forms, which is respectively and fixedly provided between strip band iron, strip band iron, is provided with vertical supporting reinforcing bar, and vertical supporting reinforcing bar top is provided with fixed suspension ring, it is installed with all fixed suspension ring between an insertion lumps of wood, typified form and is installed with Screw arbor with nut at both-ends；L-type bolt is provided with end socket template, the short side of each pair L-type bolt is inserted in strip band iron and typified form, and tightening nut is screwed with the long side of each pair L-type bolt.The utility model effectively increases safety and quality problems in work progress, and easy to operate, effectively increases efficiency of construction.
Description
Technical field
The utility model is related to building structure main body construction template, specially a kind of deformation joint template of shear wall structure.
Background technology
As high residential building turns into important component in urban construction, the design of movement joint also can hardly be avoided.In construction
In deformation slit formwork installation process, when particularly movement joint spacing is narrow and small, frequently with following construction technology：
1st, it is poly- as movement joint width beyond the Great Wall in the middle of movement joint after the shear force wall reinforcing steel bar colligation of movement joint both sides is finished
Benzene cystosepiment, when pouring concrete, both sides shear wall concrete is poured simultaneously, because the density of cystosepiment is small, and overall perpendicularity is difficult to control,
So as to ensure wall body vertical degree, cost is high, and vertical perception is poor after concrete shaping.
2nd, using tub the same with movement joint width in the middle of movement joint, when pouring concrete, both sides shear wall concrete is poured simultaneously
Build, tub can not be removed and as rigid filler material, influence deformation joint function, waste of materials.
Traditional construction technology is more numerous and diverse, can not generally ensure the scantling of shear wall, flatness, perpendicularity, cut
Power wall thickness of protection tier and concrete compactness and impression quality, while the exposed corrosion of reinforcing bar in unavoidable part movement joint,
Then structural safety performance is influenceed.
The content of the invention
The utility model can not ensure concrete flatness, perpendicularity to solve existing shear wall structure deformation joint construction presence
And there is provided a kind of deformation joint template of shear wall structure the problem of influence structural safety performance.
The utility model adopts the following technical scheme that realization：Deformation joint template of shear wall structure, including it is arranged on change
Shape stitches typified form that is interior and being close to left and right sides shear wall body and is arranged on the end socket template of movement joint rear and front end, two
Typified form bottom is provided with the locating slot of some corresponding to left and right and front and rear distribution, each pair locating slot and is installed with and has poured concrete
The stop sleeve that flooring is fixed, is installed with cross-brace reinforcing bar in stop sleeve, and the inner surfaces of two typified forms is respectively and fixedly provided with some
Be provided between the strip band iron being distributed above and below block, the strip band iron of the left and right sides it is some be close to it and front and rear distribution it is vertical
Spacer bar, vertical supporting reinforcing bar top is provided with fixed suspension ring, all fixed suspension ring and is installed with an insertion lumps of wood, sizing
The Screw arbor with nut at both-ends that shear wall body is stretched out at some two ends is installed between template；Be provided with end socket template some pairs it is flat with strip
The corresponding L-type bolt in iron position, the short side of each pair L-type bolt is inserted in corresponding strip band iron and typified form, often
To the tightening nut being screwed with the long side of L-type bolt on the outside of end socket template.
Fixation suspension ring and the insertion lumps of wood in shear wall structure movement joint at the top of the cooperation of vertical supporting reinforcing bar make vertical supporting
The rigid support of reinforcing bar is integrally unified, and the setting of L-type bolt prevents that locating template is moved forward and backward in movement joint, so as to ensure that envelope
The overall performance of mouth template and locating template；When carrying out form removable, remove after Screw arbor with nut at both-ends and L-type bolt, by vertical supporting
The strip lumps of wood at the top of reinforcing bar is removed, and then penetrating fixed suspension ring rotation by steel pipe again loosens it, then will be perpendicular with tower crane
Remove and remove to spacer bar and typified form, before typified form is removed, extract the screw rod of reinforcing out and root out corresponding PVC
After sleeve pipe extracts cross-brace reinforcing bar out and roots out stop sleeve, it can be lifted, then end socket form removable, finally carry out
The dismounting of other wall body templates, concrete flatness, perpendicularity can not be ensured by overcoming existing shear wall structure deformation joint construction presence
And the problem of influence structural safety performance.
Two layers of template that typified form is distributed by left and right is constituted, and every layer of template is some pieces of template sheets by front and rear distribution
Body is constituted, and the seam crossing interlaced arrangement of two layers of stencil body.
Vertical supporting reinforcing bar is made up of two or so distributions and fixed reinforcing bar body.
The utility model reasonable in design is reliable, realizes movement joint both sides shear wall formwork entirety while what is installed will
Ask, and then ensure that scantling, flatness, perpendicularity, shear force wall reinforcing steel bar protective layer thickness and the concrete compactness of shear wall, have
Effect improves safety and quality problems in work progress, and easy to operate, efficiency of construction is effectively increased, with knot
The advantage that structure is simple, easy to process and cost is low.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is Fig. 1 schematic top plan view.
In figure：1- shear wall bodies, 2- typified forms, 3- end socket templates, 4- has poured concrete flooring, 5- stop sleevees, 6-
Cross-brace reinforcing bar, 7- stripsBand iron, 8- vertical supporting reinforcing bars, 9- fixation suspension ring, the 10- insertion lumps of wood, 11- Screw arbor with nut at both-ends, 12-
L-type bolt, 13- tightening nuts.
Embodiment
Deformation joint template of shear wall structure, including be arranged in movement joint and be close to left and right sides shear wall body 1
Typified form 2 and the end socket template 3 for being arranged on movement joint rear and front end, the bottom of two typified form 2 are provided with some to left and right correspondence
And the locating slot of front and rear distribution, the stop sleeve 5 with having poured the fixation of concrete flooring 4, stop sleeve 5 are installed with each pair locating slot
Cross-brace reinforcing bar 6 is inside installed with, the inner surface of two typified forms 2 is respectively and fixedly provided with the strip band iron 7 of about some pieces distributions, left and right
Be provided between the strip band iron 7 of both sides it is some be close to it and front and rear distribution vertical supporting reinforcing bar 8, vertical supporting reinforcing bar 8
Top be provided with fixed suspension ring 9, all fixed suspension ring 9 be installed between an insertion lumps of wood 10, typified form 2 be installed with it is some
The Screw arbor with nut at both-ends 11 of shear wall body 1 is stretched out at two ends；Be provided with end socket template 3 some pairs it is corresponding with the position of strip band iron 7
L-type bolt 12, the short side of each pair L-type bolt 12 inserted in corresponding strip band iron 7 and typified form 2, each pair L-type
The tightening nut 13 positioned at the outside of end socket template 3 is screwed with the long side of bolt 12.
Two layers of template that typified form 2 is distributed by left and right is constituted, and every layer of template is some pieces of templates by front and rear distribution
Body is constituted, and the seam crossing interlaced arrangement of two layers of stencil body；Vertical supporting reinforcing bar 8 is by two or so distributions and fixed
Reinforcing bar body is constituted.
In specific implementation process, construction drawing is first drawn, according to the prefabricated typified form 2 of drawing；The chi of strip band iron 7
Very little is 40mm*3mm, and spacing is 230mm；Stop sleeve 5 is managed using a diameter of 25mm pvc, and it is every that wall body is exposed at pvc pipes two ends
Side 80mm, in order to avoid concrete is poured into pipe when pouring and waste of materials.
Claims (3)
1. a kind of deformation joint template of shear wall structure, it is characterised in that：Including being arranged in movement joint and being sheared with the left and right sides
Wall wall（1）The typified form being close to（2）With the end socket template for being arranged on movement joint rear and front end（3）, two typified forms（2）Bottom
End is provided with the locating slot of some corresponding to left and right and front and rear distribution, each pair locating slot and is installed with and has poured concrete flooring（4）Gu
Fixed stop sleeve（5）, stop sleeve（5）Inside it is installed with cross-brace reinforcing bar（6）, two typified forms（2）Inner surface fix
There is the strip band iron of about some pieces distributions（7）, the strip band iron of the left and right sides（7）Between be provided with some be close to it and preceding
The vertical supporting reinforcing bar being distributed afterwards（8）, vertical supporting reinforcing bar（8）Top is provided with fixed suspension ring（9）, all fixed suspension ring
（9）Inside it is installed with an insertion lumps of wood（10）, typified form（2）Between be installed with some two ends and stretch out shear wall body（1）Pair
Draw screw rod（11）；End socket template（3）On be provided with some pairs and strip band iron（7）The corresponding L-type bolt in position（12）, each pair L
Type bolt（12）Short side insert corresponding strip band iron（7）And typified form（2）It is interior, each pair L-type bolt（12）'s
It is screwed with positioned at end socket template on long side（3）The tightening nut in outside（13）.
2. deformation joint template of shear wall structure according to claim 1, it is characterised in that：Typified form（2）It is by left and right
Two layers of template composition of distribution, every layer of template be made up of some pieces of stencil bodies of front and rear distribution, and two layers stencil body
Seam crossing interlaced arrangement.
3. deformation joint template of shear wall structure according to claim 1 or 2, it is characterised in that：Vertical supporting reinforcing bar（8）It is
It is made up of two or so distributions and fixed reinforcing bar body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621399632.0U CN206428966U (en) | 2016-12-20 | 2016-12-20 | Deformation joint template of shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621399632.0U CN206428966U (en) | 2016-12-20 | 2016-12-20 | Deformation joint template of shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206428966U true CN206428966U (en) | 2017-08-22 |
Family
ID=59586563
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621399632.0U Active CN206428966U (en) | 2016-12-20 | 2016-12-20 | Deformation joint template of shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206428966U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057056A (en) * | 2018-08-09 | 2018-12-21 | 五冶集团上海有限公司 | Filled and process plate fixing means between a kind of shear wall expansion joint |
| CN114277979A (en) * | 2022-02-11 | 2022-04-05 | 中国十七冶集团有限公司 | Construction device for settlement joint double-shear wall and construction method for double-shear wall |
-
2016
- 2016-12-20 CN CN201621399632.0U patent/CN206428966U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057056A (en) * | 2018-08-09 | 2018-12-21 | 五冶集团上海有限公司 | Filled and process plate fixing means between a kind of shear wall expansion joint |
| CN114277979A (en) * | 2022-02-11 | 2022-04-05 | 中国十七冶集团有限公司 | Construction device for settlement joint double-shear wall and construction method for double-shear wall |
| CN114277979B (en) * | 2022-02-11 | 2024-03-08 | 中国十七冶集团有限公司 | Construction device for double shear wall with settlement joint and construction method for double shear wall |
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