CN203175035U - Construction structure for shear wall at position without horizontal member restraint - Google Patents
Construction structure for shear wall at position without horizontal member restraint Download PDFInfo
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- CN203175035U CN203175035U CN 201320171478 CN201320171478U CN203175035U CN 203175035 U CN203175035 U CN 203175035U CN 201320171478 CN201320171478 CN 201320171478 CN 201320171478 U CN201320171478 U CN 201320171478U CN 203175035 U CN203175035 U CN 203175035U
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- floor
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- wall
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Abstract
The utility model discloses a construction structure for a shear wall at a position without horizontal member restraint. The construction structure comprises a right template, a left template, screws, a floor finished surface and a floor finished wall, wherein the right template and the left template are provided with a plurality of rows of horizontal screws; the rows of screws are parallel; the screws are positioned above the floor finished surface; the lower end of the right template is contacted with the floor finished surface; the lower end of the left template extends to the floor finished wall below the floor finished surface; the floor finished wall below the floor finished surface is providedwith a row of reserved screws; and the reserved screws penetrate through the floor finished wall to fix the left template. On the upper part of the construction structure,the left template and the right template are fixed by the screws at an interval of 50mm according to the wall width, and the reserved screws are additionally arranged to reinforce the left template on the lower part of the construction structure, so that the upper and lower walls are smoothly butted into a whole, the deviation and slurry leakage of the shear wall are reduced, and the flatness of the appearance is ensured.
Description
Technical field
The utility model relates to building engineering field, and being specifically related to is a kind of no horizontal member constraint place shear wall construction structure.
Background technology
Existing shear wall (shear wall) claims wind resistance wall or seismic structural wall, earthquake resistant wall, structural wall again.Mainly bear the body of wall of the horizontal loading that wind load or geological process cause in house or the structure.Prevent structure shear failure.When the vertical supporting member in the building was mainly born by body of wall, this body of wall had both been born the vertical load that horizontal member transmits, and bore the horizontal earthquake action that wind-force or geological process transmit simultaneously.Shear wall namely gain the name therefrom (earthquake resistant code is named and is seismic structural wall, earthquake resistant wall).
But the shear wall for constraint place of the no horizontal member of construction is executed, because the upper strata is unsettled, has certain difficulty of construction; Have only the body of wall can be stressed simultaneously, be difficult to guarantee the smooth of template, cause shear wall to be difficult for being fixed, problems such as spillage also can occur, finally cause serious out-of-flatness problem occurring at shear wall.
Summary of the invention
At the problems referred to above, the utility model aims to provide a kind of no horizontal member constraint place shear wall construction structure, can solve problems such as body of wall off normal, spillage.
For realizing this technical purpose, scheme of the present utility model is: a kind of no horizontal member constraint place shear wall construction structure, comprise that right side template, left side template, screw rod, floor finished surface, floor finish body of wall, described right side template and left side template are provided with the screw rod of plural row of horizontal direction, be arranged in parallel between every row's screw rod, screw rod is positioned at the top of floor finished surface, template lower end, described right side contacts with the floor finished surface, and template lower end, left side extends to the following floor of floor finished surface and finishes body of wall; The floor of the below of described floor finished surface is finished and a row is set on the body of wall is reserved screw rod, reserves screw rod and passes floor and finish body of wall the left side template is fixed.
As preferably, described reservation screw rod is 150mm apart from the distance of floor finished surface.
As preferably, first row's screw rod of described floor finished surface top is 150mm apart from the distance of floor finished surface.
As preferably, the distance between described every row's screw rod is 500mm.
The beneficial effects of the utility model, top still adopts the screw rod of 500mm spacing by wall wide fixedly left side template and right side template, the bottom increases reserves screw rod reinforcing left side template, and the smooth-going butt joint white silk of body of wall becomes whole so up and down, reduces off normal, the spillage of shear wall and has guaranteed the smooth of outward appearance.
Description of drawings
Fig. 1 is structural representation of the present utility model.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the utility model is described in further details.
As shown in Figure 1, specific embodiment of the utility model is a kind of no horizontal member constraint place shear wall construction structure, comprise that right side template 2, left side template 1, screw rod 3, floor finished surface 5, floor finish body of wall 6, described right side template 2 and left side template 1 are provided with the screw rod 3 of plural row of horizontal direction, be arranged in parallel between every row's screw rod 3, screw rod 3 is positioned at the top of floor finished surface 5, template 2 lower ends, described right side contact with floor finished surface 5, and template 1 lower end in left side extends to the floor of floor finished surface below 5 and finishes body of wall 6; The floor of the below of described floor finished surface 5 is finished and a row is set on the body of wall 6 is reserved screw rod 7, reserves screw rod 7 and passes floor to finish body of wall 6 fixing with left side template 1, and upper strata shear wall 4 is built between right side template 2 and left side template 1 and formed.Installation when reserving screw rod and be floor and finishing body of wall and build can reduce off normal, the spillage of left side template by the fixation of reserving screw rod.When the thickness of floor finished surface is lower than 150mm, there be not outward appearance smooth of horizontal member constraint place shear wall, shear wall is finished body of wall with floor and is kept smooth consistent simultaneously.
In order to guarantee firm between left side template and right side template, the screw rod spacing is set should not be too sparse.Described reservation screw rod 7 is 150mm apart from the distance of floor finished surface 5.First row's screw rod 3 of described floor finished surface 5 tops is 150mm apart from the distance of floor finished surface 5.The distance that described every row's screw rod is 3 is 500mm.
The above; it only is preferred embodiment of the present utility model; not in order to limiting the utility model, any trickle modification that every foundation technical spirit of the present utility model is done above embodiment, be equal to and replace and improve, all should be included within the protection domain of technical solutions of the utility model.
Claims (4)
1. no horizontal member constraint place shear wall construction structure, comprise that right side template, left side template, screw rod, floor finished surface, floor finish body of wall, described right side template and left side template are provided with the screw rod of plural row of horizontal direction, be arranged in parallel between every row's screw rod, screw rod is positioned at the top of floor finished surface, it is characterized in that: template lower end, described right side contacts with the floor finished surface, and template lower end, left side extends to the following floor of floor finished surface and finishes body of wall; The floor of the below of described floor finished surface is finished and a row is set on the body of wall is reserved screw rod, reserves screw rod and passes floor and finish body of wall the left side template is fixed.
2. no horizontal member constraint place shear wall construction structure according to claim 1, it is characterized in that: described reservation screw rod is 150mm apart from the distance of floor finished surface.
3. no horizontal member constraint place shear wall construction structure according to claim 1 is characterized in that: first row's screw rod of described floor finished surface top is 150mm apart from the distance of floor finished surface.
4. no horizontal member constraint place shear wall construction structure according to claim 1, it is characterized in that: the distance between described every row's screw rod is 500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320171478 CN203175035U (en) | 2013-04-09 | 2013-04-09 | Construction structure for shear wall at position without horizontal member restraint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320171478 CN203175035U (en) | 2013-04-09 | 2013-04-09 | Construction structure for shear wall at position without horizontal member restraint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203175035U true CN203175035U (en) | 2013-09-04 |
Family
ID=49071759
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320171478 Expired - Lifetime CN203175035U (en) | 2013-04-09 | 2013-04-09 | Construction structure for shear wall at position without horizontal member restraint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203175035U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760522A (en) * | 2016-11-30 | 2017-05-31 | 中国冶集团有限公司 | A kind of concrete structure seam crossing prevents swollen mould mortar leakage prevention fixing device and method |
| CN113482328A (en) * | 2021-07-01 | 2021-10-08 | 广西建工集团控股有限公司 | Integral hoisting installation construction method for steel pipe template of outer shear wall |
-
2013
- 2013-04-09 CN CN 201320171478 patent/CN203175035U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760522A (en) * | 2016-11-30 | 2017-05-31 | 中国冶集团有限公司 | A kind of concrete structure seam crossing prevents swollen mould mortar leakage prevention fixing device and method |
| CN113482328A (en) * | 2021-07-01 | 2021-10-08 | 广西建工集团控股有限公司 | Integral hoisting installation construction method for steel pipe template of outer shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 330000 Yuping West Street, Changbei Economic and Technological Development Zone, Nanchang City, Jiangxi Province Patentee after: Developed Holding Group Co.,Ltd. Address before: 330000 Yuping West Street, Changbei Economic and Technological Development Zone, Nanchang City, Jiangxi Province Patentee before: FADA HOLDING Group Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130904 |
|
| CX01 | Expiry of patent term |