CN201714085U - Shear wall door opening side molding plate reinforcing device - Google Patents
Shear wall door opening side molding plate reinforcing device Download PDFInfo
- Publication number
- CN201714085U CN201714085U CN201020189254XU CN201020189254U CN201714085U CN 201714085 U CN201714085 U CN 201714085U CN 201020189254X U CN201020189254X U CN 201020189254XU CN 201020189254 U CN201020189254 U CN 201020189254U CN 201714085 U CN201714085 U CN 201714085U
- Authority
- CN
- China
- Prior art keywords
- steel
- molding plate
- door opening
- shear wall
- girth member
- 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
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Abstract
The utility model relates to a shear wall door opening side molding plate reinforcing device, which comprises a steel molding plate, rectangular steel, a reinforcing member, a bolt and a steel channel, the reinforcing member with a rectangular hole is welded on the steel molding plate, the size of the rectangular hole of the reinforcing member is corresponding to that of the rectangular steel, the rectangular steel penetrates through the rectangular hole of the reinforcing member, and the rectangular steel is clamped by the bolt and the verticality of the molding plate is corrected in the meanwhile. The utility model can be repeatedly used, and is firm and reliable, facilitates the operation, effectively prevents the side molding plate from moving toward one side of the door opening, and solves the problem of molding plate explosion caused by the traditional form erecting mode, thereby ensuring the quality of construction more effectively.
Description
Technical field
The utility model relates to a kind of building operations exhibition power wall form device, particularly a kind of shear wall door opening side template bracing means, use this device solves traditional formwork way cause the problem of the fried mould of template, thereby the quality of more effective assurance construction.
Background technology
In building operations, traditional shear wall door opening side form braced structures generally is to adopt the horizontal brace of some, and the side form on door opening both sides is supported.Because concrete is to build door opening shear wall on one side earlier when building, one side will cause this side form on one side to move to other, produce displacement and distortion (bloating) to another side with horizontal brace, cause template that the danger of fried mould is arranged; Simultaneously, when building other door opening one side shear wall, because horizontal brace has certain displacement to this limit before, and this displacement is difficult to recover, and causes side template that certain depression is arranged.The adverse effect of these two aspects of traditional shear wall door opening side form braced structures all will cause the door opening both sides that certain deformation is arranged, and influence the verticality of shear wall.
Summary of the invention
In order to overcome the shortcoming of above-mentioned mode structure, the purpose of this utility model is a kind of shear wall door opening side template bracing means of design, support scheme has been carried out optimal design, avoided side form to move effectively on one side, solved the problem that traditional formwork way causes the fried mould of template to door opening.
The utility model relates to a kind of shear wall door opening side template bracing means, it comprises steel form, rectangle steel, girth member, latch, channel-section steel, reinforcement of weld spare on the steel form of both sides, on girth member, be provided with rectangular opening, rectangle steel passes from the girth member rectangular opening, with the verticality of rectangle steel with latch chucking and while calibration template.Girth member is located on the steel form of both sides, and the girth member position is all corresponding with quantity on the steel form of both sides, and rectangular opening is measure-alike on the steel form girth member of both sides, and corresponding with the rectangle steel sectional dimension.
The beneficial effects of the utility model: the utility model novel structure, solid and reliable, reusable, be beneficial to operation, can avoid side template to move effectively on one side to door opening, solve the problem that traditional formwork way may cause the fried mould of template, thereby guaranteed construction quality effectively.
Description of drawings
Fig. 1 is the utility model shear wall door opening side form bracing means schematic diagram (plan view);
Fig. 2 is that shear wall door opening side form is reinforced elevation.
The specific embodiment
The contrast accompanying drawing specifies its structure.
In Fig. 1 and Fig. 2, the girth member 5 of the band rectangular opening 8 of on steel form 1, burn-oning, rectangle steel 2 passes from the rectangular opening of girth member, rectangle steel is clamped on the verticality of also proofreading and correct steel form simultaneously on the girth member with latch 6.Channel-section steel 3 on pad between wooden form 4 and the rectangle steel has guaranteed steel form stability, and the concrete seven of building filling can be out of shape.Use this device, can not guarantee construction quality on one side during the concrete casting of shear wall door opening two abutment walls to moving.
Claims (3)
1. shear wall door opening side template bracing means, comprise steel form, rectangle steel, girth member, channel-section steel, latch, it is characterized in that on steel form (1), being fixed with girth member (5), be provided with rectangular opening (8) on girth member, rectangle steel (2) places rectangular opening and by latch (6) rectangle steel is clamped in the rectangular opening of girth member.
2. formwork reinforcement device according to claim 1 is characterized in that girth member is located on the steel form on both sides, and the girth member position on the steel form of both sides, quantity are corresponding.
3. formwork reinforcement device according to claim 1 is characterized in that the rectangular opening of girth member on the steel form of both sides is measure-alike, and corresponding with the rectangle steel sectional dimension.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201020189254XU CN201714085U (en) | 2010-05-06 | 2010-05-06 | Shear wall door opening side molding plate reinforcing device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201020189254XU CN201714085U (en) | 2010-05-06 | 2010-05-06 | Shear wall door opening side molding plate reinforcing device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201714085U true CN201714085U (en) | 2011-01-19 |
Family
ID=43460084
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201020189254XU Expired - Fee Related CN201714085U (en) | 2010-05-06 | 2010-05-06 | Shear wall door opening side molding plate reinforcing device |
Country Status (1)
Country | Link |
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CN (1) | CN201714085U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103206151A (en) * | 2013-03-29 | 2013-07-17 | 中天建设集团有限公司 | Portable detachable protective door |
CN103866980A (en) * | 2014-03-29 | 2014-06-18 | 二十二冶集团第一建设有限公司 | Method for constructing wall steel formwork wood bulkhead |
-
2010
- 2010-05-06 CN CN201020189254XU patent/CN201714085U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103206151A (en) * | 2013-03-29 | 2013-07-17 | 中天建设集团有限公司 | Portable detachable protective door |
CN103206151B (en) * | 2013-03-29 | 2015-03-25 | 中天建设集团有限公司 | Portable detachable protective door |
CN103866980A (en) * | 2014-03-29 | 2014-06-18 | 二十二冶集团第一建设有限公司 | Method for constructing wall steel formwork wood bulkhead |
CN103866980B (en) * | 2014-03-29 | 2016-04-27 | 二十二冶集团第一建设有限公司 | The wooden bulkhead construction method of body of wall steel form |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110119 Termination date: 20110506 |