CN205617783U - Movement joint shear wall template supporting construction - Google Patents
Movement joint shear wall template supporting construction Download PDFInfo
- Publication number
- CN205617783U CN205617783U CN201620309470.0U CN201620309470U CN205617783U CN 205617783 U CN205617783 U CN 205617783U CN 201620309470 U CN201620309470 U CN 201620309470U CN 205617783 U CN205617783 U CN 205617783U
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- shear wall
- side shear
- exterior sheathing
- template
- movement joint
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Abstract
The utility model relates to a movement joint shear wall template supporting construction, it includes left side shear force wall (1) and right side shear force wall (2) leaves between left side shear force wall (1) and right side shear force wall (2) movement joint (3), its characterized in that the left and right sides of left side shear force wall (1) is provided with left side shear force wall inner formword (4) and left side shear force wall exterior sheathing (5) respectively, the left and right sides of right side shear force wall (2) is provided with right side shear force wall exterior sheathing (7) and right side shear force wall inner formword (8) respectively, is provided with one small -size jack (14) respectively between upper end between left side shear force wall exterior sheathing (5) and the right side shear force wall exterior sheathing (7) and the lower extreme, is provided with pressure sensor on small -size jack (14). The utility model discloses it is good that movement joint shear wall template supporting construction has a dry mass, construction convenience's advantage.
Description
Technical field
This utility model relates to a kind of movement joint shear wall formwork supporting construction.
Background technology
Shear wall (shear wall) is also known as wind-resistant wall or seismic structural wall, earthquake resistant wall, structural wall.House or structures it is primarily subjected to wind load or the body of wall of horizontal loading that geological process causes.Prevent structure shear from destroying.Generally reinforced concrete is made with local methods.Shear wall structure is to replace the beam column in frame structure with reinforced concrete wall panel, can undertake the internal force that all kinds of load causes, and can the horizontal force of effective control structure, this reinforced concrete wall panel bears vertical and horizontal force structure and is referred to as shear wall structure.Shear wall structure (shearwall structure) is to replace the beam column in frame structure with reinforced concrete wall panel, the internal force that all kinds of load causes can be undertaken, and can the horizontal force of effective control structure, this reinforced concrete wall panel bears vertical and horizontal force structure and is referred to as shear wall structure.This structure is used in high-story house in a large number.
Encountering following problem in actual construction site, arrange expansion joint, the wherein wide 200mm of seam in the middle of building, the both sides at expansion joint are respectively arranged with twice shear wall, and the length of shear wall is respectively 3200mm and 3700mm.Traditional method is: first construct side therein shear wall, then pointing cystosepiment in expansion joint, then opposite side shear wall of constructing.The shortcoming of traditional method: 1. cystosepiment granule easily pollutes construction joint, and 2. template cost is of a relatively high, and the movement joint 3. constructed is the most unsightly.
Summary of the invention
The purpose of this utility model is to overcome above-mentioned deficiency, it is provided that a kind of architecture quality is good, the movement joint shear wall formwork supporting construction of easy construction.
The purpose of this utility model is achieved in that
A kind of movement joint shear wall formwork supporting construction, it includes left side shear wall and right side shear wall, movement joint is left between left side shear wall and right side shear wall, it is characterized in that the left and right sides of described left side shear wall is respectively arranged with template and left side shear wall exterior sheathing in the shear wall of left side, the left and right sides of described right side shear wall is respectively arranged with template in right side shear wall exterior sheathing and right side shear wall, it is respectively arranged with a small-size jack between top and bottom between left side shear wall exterior sheathing and right side shear wall exterior sheathing, pressure transducer it is provided with on small-size jack.
It also includes four groups of locking devices, two groups of locking devices are respectively arranged in the shear wall of left side between template and the epimere of left side shear wall exterior sheathing and between hypomere, and other two groups of locking devices are respectively arranged in right side shear wall exterior sheathing and right side shear wall between the epimere of template and between hypomere.
In two groups of locking devices between the epimere of left side shear wall exterior sheathing and between hypomere and right side shear wall exterior sheathing and right side shear wall, the other two groups of locking devices dislocation between the epimere of template and between hypomere is arranged.
In the shear wall of left side, to be additionally provided with the left side shear wall lumps of wood time being vertically arranged stupefied the left side of template, in the shear wall of right side, to be additionally provided with the right side shear wall lumps of wood time being vertically arranged stupefied the right side of template, described locking device includes that the U-shape lock outside the tie down screw of lateral arrangement, two steel tubular beam being longitudinally arranged tie down screw about left section, two steel tubular beam that link closely links closely and is spun on the locking nut of tie down screw outer end outside tight locking button, and wherein steel tubular beam is close to the stupefied left side of the shear wall lumps of wood time, left side or the stupefied right side of the right side shear wall lumps of wood time and is arranged.
The opening that described U-shape lock links closely inwardly, is provided with the rubber groove of upper and lower two C-shapeds in the opening that U-shape lock links closely, the rubber groove of two c-types mates with two steel tubular beam respectively and is nested with.
Compared with prior art, the beneficial effects of the utility model are:
It is good that this utility model movement joint shear wall formwork supporting construction has architecture quality, the advantage of easy construction.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Wherein:
Template 4 in left side shear wall 1, right side shear wall 2, movement joint 3, left side shear wall, left side shear wall exterior sheathing 5, the left side shear wall lumps of wood are time stupefied 6, template 8 in right side shear wall exterior sheathing 7, right side shear wall, the right side shear wall lumps of wood time are stupefied 9, tie down screw 10, steel tubular beam 11, tight locking button 12, locking nut 13, small-size jack 14.
Detailed description of the invention
See Fig. 1, a kind of movement joint shear wall formwork supporting construction that this utility model relates to, it includes left side shear wall 1 and right side shear wall 2, movement joint 3 is left between left side shear wall 1 and right side shear wall 2, the left and right sides of described left side shear wall 1 is respectively arranged with template 4 and left side shear wall exterior sheathing 5 in the shear wall of left side, in the shear wall of left side, the left side of template 4 is additionally provided with the left side shear wall lumps of wood time stupefied 6 being vertically arranged, the left and right sides of described right side shear wall 2 is respectively arranged with template 8 in right side shear wall exterior sheathing 7 and right side shear wall, in the shear wall of right side, the right side of template 8 is additionally provided with the right side shear wall lumps of wood time stupefied 9 being vertically arranged.A kind of movement joint shear wall formwork supporting construction includes four groups of locking devices, two groups of locking devices are respectively arranged in the shear wall of left side between template 4 and the epimere of left side shear wall exterior sheathing 5 and between hypomere, and other two groups of locking devices are respectively arranged in right side shear wall exterior sheathing 7 and right side shear wall between the epimere of template 8 and between hypomere.
In two groups of locking devices between the epimere of left side shear wall exterior sheathing 5 and between hypomere and right side shear wall exterior sheathing 7 and right side shear wall, the other two groups of locking devices dislocation between the epimere of template 8 and between hypomere is arranged.
Described locking device include the U-shape lock outside the tie down screw 10 of lateral arrangement, two steel tubular beam 11 being longitudinally arranged tie down screw 10 about left section, two steel tubular beam 11 that link closely link closely 12 and tight locking button 12 outside be spun on the locking nut 13 of tie down screw 10 outer end.
Wherein steel tubular beam 11 is close to arrange on the left of the left side shear wall lumps of wood time stupefied 6 or on the right side of the right side shear wall lumps of wood time stupefied 9, described U-shape lock link closely 12 opening inwardly, U-shape lock link closely 12 opening in be provided with the rubber groove of upper and lower two C-shapeds, the rubber groove of two c-types mates with two steel tubular beam 11 respectively and is nested with.
It is respectively arranged with a small-size jack 14 between top and bottom between left side shear wall exterior sheathing 5 and right side shear wall exterior sheathing 7, small-size jack 14 is provided with pressure transducer.By the pressure transducer of two small-size jacks 14 detect on the left of pressure size between top and bottom between shear wall exterior sheathing 5 and right side shear wall exterior sheathing 7, when meet pressure meet value interval in one movement joint shear wall formwork supporting construction be completed.
Claims (5)
1. a movement joint shear wall formwork supporting construction, it includes left side shear wall (1) and right side shear wall (2), movement joint (3) is left between left side shear wall (1) and right side shear wall (2), it is characterized in that the left and right sides in described left side shear wall (1) is respectively arranged with template (4) and left side shear wall exterior sheathing (5) in the shear wall of left side, the left and right sides on described right side shear wall (2) is respectively arranged with template (8) in right side shear wall exterior sheathing (7) and right side shear wall, it is respectively arranged with a small-size jack (14) between top and bottom between left side shear wall exterior sheathing (5) and right side shear wall exterior sheathing (7), small-size jack is provided with pressure transducer on (14).
A kind of movement joint shear wall formwork supporting construction the most according to claim 1, it is characterized in that it also includes four groups of locking devices, two groups of locking devices are respectively arranged in the shear wall of left side between template (4) and the epimere in left side shear wall exterior sheathing (5) and between hypomere, and other two groups of locking devices are respectively arranged in right side shear wall exterior sheathing (7) and right side shear wall between the epimere of template (8) and between hypomere.
A kind of movement joint shear wall formwork supporting construction the most according to claim 2, it is characterised in that two groups of locking devices between the epimere in left side shear wall exterior sheathing (5) and between hypomere and other two groups of locking devices dislocation layout between the epimere of template (8) and between hypomere in right side shear wall exterior sheathing (7) and right side shear wall.
A kind of movement joint shear wall formwork supporting construction the most according to claim 2, on the left of it is characterized in that, in shear wall, the left side of template (4) is additionally provided with the left side shear wall lumps of wood time stupefied (6) being vertically arranged, in the shear wall of right side, the right side of template (8) is additionally provided with the right side shear wall lumps of wood time stupefied (9) being vertically arranged, described locking device includes the tie down screw (10) of lateral arrangement, two steel tubular beam (11) that tie down screw (10) about left section is longitudinally arranged, the U-shape lock in two steel tubular beam (11) outside of linking closely links closely (12) and is spun on the locking nut (13) of tie down screw (10) outer end outside tight locking button (12), wherein steel tubular beam (11) is close on the right side of left side, the left side shear wall lumps of wood time stupefied (6) or the right side shear wall lumps of wood time stupefied (9) arrange.
A kind of movement joint shear wall formwork supporting construction the most according to claim 4, it is characterized in that described U-shape lock link closely (12) opening inwardly, U-shape lock link closely (12) opening in be provided with the rubber groove of upper and lower two C-shapeds, the rubber groove of two c-types mates with two steel tubular beam (11) respectively and is nested with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620309470.0U CN205617783U (en) | 2016-04-14 | 2016-04-14 | Movement joint shear wall template supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620309470.0U CN205617783U (en) | 2016-04-14 | 2016-04-14 | Movement joint shear wall template supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205617783U true CN205617783U (en) | 2016-10-05 |
Family
ID=57030555
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620309470.0U Expired - Fee Related CN205617783U (en) | 2016-04-14 | 2016-04-14 | Movement joint shear wall template supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205617783U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661308A (en) * | 2018-05-23 | 2018-10-16 | 安徽华骅桥梁设备制造有限公司 | A kind of protecting wall breaking joint plate template |
| CN111424963A (en) * | 2020-04-08 | 2020-07-17 | 发达控股集团有限公司 | Reinforcing method for preventing deformation and easy disassembly of expansion joint of concrete shear wall and avoiding locking leg |
| 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 |
| CN115012646A (en) * | 2022-07-22 | 2022-09-06 | 中国十七冶集团有限公司 | Double shear wall formwork supporting structure and construction method thereof |
-
2016
- 2016-04-14 CN CN201620309470.0U patent/CN205617783U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661308A (en) * | 2018-05-23 | 2018-10-16 | 安徽华骅桥梁设备制造有限公司 | A kind of protecting wall breaking joint plate template |
| CN111424963A (en) * | 2020-04-08 | 2020-07-17 | 发达控股集团有限公司 | Reinforcing method for preventing deformation and easy disassembly of expansion joint of concrete shear wall and avoiding locking leg |
| 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 |
| CN115012646A (en) * | 2022-07-22 | 2022-09-06 | 中国十七冶集团有限公司 | Double shear wall formwork supporting structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20161005 Termination date: 20170414 |