CN201704881U - Force-reducing wall spacer bar structure - Google Patents
Force-reducing wall spacer bar structure Download PDFInfo
- Publication number
- CN201704881U CN201704881U CN201020186824XU CN201020186824U CN201704881U CN 201704881 U CN201704881 U CN 201704881U CN 201020186824X U CN201020186824X U CN 201020186824XU CN 201020186824 U CN201020186824 U CN 201020186824U CN 201704881 U CN201704881 U CN 201704881U
- Authority
- CN
- China
- Prior art keywords
- wall spacer
- force
- pair
- reducing wall
- spacer bar
- 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 building force-reducing wall structure, in particular to a force-reducing wall spacer bar structure. A plurality of steel bars including supporting steel bars, horizontal steel bars and a pair of vertical steel bars are disposed in a frame structure formed by a pair of large moldboards and a pair of pull rods. The force-reducing wall spacer bar structure has the advantages of reasonable and simple structure, lower manufacturing cost, higher strength, better safety and the like.
Description
Technical field
The utility model relates to a kind of building and subtracts the power wall construction, especially relates to a kind of power of subtracting wall spacer bars structure.
Background technology
In recent years, along with the fast development of domestic market economy and domestic investment environment benign development, engineerings such as newly-built, the enlarging of factory building, transformation were more and more; In common highrise building, all need to apply to and subtract the such building structure of power wall.Be mainly concerned with the use of spacer bars in making subtracts the process of power wall, the use amount of spacer bars and use location are related to safety and the quality that subtracts the power wall.
Summary of the invention
The utility model mainly is at the existing in prior technology complex structure, the cost of manufacture height, and intensity is lower, the technical problem that safety does not wait by force provides a kind of rational in infrastructure simple, and cost of manufacture is lower, intensity is higher, and safety subtracts power wall spacer bars structure preferably.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals: a pair of large form and to being provided with some reinforcing bars in the formed frame construction of pull bar is divided into bearing bar, horizontal reinforcement and a pair of vertical reinforcement.
As preferably, bearing bar is connected on the large form.
As preferably, be connected with the horizontal reinforcement of some vertical arrangements on every vertical reinforcement.
Therefore, the utlity model has rational in infrastructure simple, characteristics such as cost of manufacture is lower, and intensity is higher, and safety is better.
Description of drawings
Accompanying drawing 1 is an overall structure schematic diagram of the present utility model.
The specific embodiment
Below by embodiment, and in conjunction with the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment 1: a pair of large form 1 and to being provided with the reinforcing bar of multiple not same-action in the pull bar 2 formed frame constructions, and large form 1 and hinged to pull bar 2, the reinforcing bar in the frame construction is divided into bearing bar 3, horizontal reinforcement 4 and vertical reinforcement 5.Bearing bar 3 is connected on the large form 1.Be connected with the horizontal reinforcement 4 (as shown in Figure 1) of some vertical arrangements on every vertical reinforcement 5.
Claims (3)
1. one kind subtracts power wall spacer bars structure, form by large form with to pull bar, large form and pull bar formed frame construction, it is characterized in that being provided with some reinforcing bars, be divided into bearing bar (3), horizontal reinforcement (4) and a pair of vertical reinforcement (5) at described a pair of large form (1) with in to the formed frame construction of pull bar (2).
2. the power of subtracting wall spacer bars structure according to claim 1 is characterized in that described bearing bar (3) is connected on the large form (1).
3. the power of subtracting wall spacer bars structure according to claim 1 and 2 is characterized in that being connected with on described every vertical reinforcement (5) horizontal reinforcement (4) of some vertical arrangements.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020186824XU CN201704881U (en) | 2010-05-05 | 2010-05-05 | Force-reducing wall spacer bar structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020186824XU CN201704881U (en) | 2010-05-05 | 2010-05-05 | Force-reducing wall spacer bar structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201704881U true CN201704881U (en) | 2011-01-12 |
Family
ID=43442034
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201020186824XU Expired - Fee Related CN201704881U (en) | 2010-05-05 | 2010-05-05 | Force-reducing wall spacer bar structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201704881U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735344A (en) * | 2014-12-08 | 2016-07-06 | 中冶天工上海十三冶建设有限公司 | Circle ground pit lining wall steel bar colligation support and lining wall reverse building method |
| CN106193456A (en) * | 2016-08-03 | 2016-12-07 | 中国十七冶集团有限公司 | A kind of high-layer shear force wall reinforcing steel bar Exact Location Method and truss strength fixing device |
-
2010
- 2010-05-05 CN CN201020186824XU patent/CN201704881U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735344A (en) * | 2014-12-08 | 2016-07-06 | 中冶天工上海十三冶建设有限公司 | Circle ground pit lining wall steel bar colligation support and lining wall reverse building method |
| CN106193456A (en) * | 2016-08-03 | 2016-12-07 | 中国十七冶集团有限公司 | A kind of high-layer shear force wall reinforcing steel bar Exact Location Method and truss strength fixing device |
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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: 20110112 Termination date: 20110505 |