CN204804047U - Shear force wall building structure connecting device - Google Patents
Shear force wall building structure connecting device Download PDFInfo
- Publication number
- CN204804047U CN204804047U CN201520502621.XU CN201520502621U CN204804047U CN 204804047 U CN204804047 U CN 204804047U CN 201520502621 U CN201520502621 U CN 201520502621U CN 204804047 U CN204804047 U CN 204804047U
- Authority
- CN
- China
- Prior art keywords
- bolt
- shear wall
- angle steel
- building structure
- anchor body
- 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
Shear force wall building structure connecting device, the angle steel in locating the shear force wall is personally experienced sth. Part of the body with the anchor in locating frame construction, the anchor body is through transverse reinforcement and angle steel fixed connection, the angle steel still is equipped with several fixing bolt, fixing bolt includes forward bolt and reverse bolt, outside forward bolt and reverse bolt opposite direction stretched out the shear force wall respectively, fixing bolt is equipped with the nut outside the shear force wall fixed.
Description
Technical field
The utility model relates to a kind of building component, especially relates to a kind of shear wall building structure linkage.
Background technology
Modern architecture mostly adopts tower structure, particularly highrise building, the use of frame construction reaches more than 90%, adopt this structure, not only can strengthen the bulk strength built, and antidetonation windproof ability is strengthened greatly, what modern tower structure adopted is that concrete frame coordinates the form of shear wall to be achieved, in general the thickness of outside shear wall can reach 20-30 cm, owing to there is not obvious bonding connection between framework and shear wall, so need to arrange certain linkage between shear wall and framework, and above-mentioned linkage needs the demand adapting to highrise building intensity.
Utility model content
In order to overcome above-mentioned technical problem, the utility model provides a kind of shear wall building structure linkage, and the technical scheme of employing is as follows:
Shear wall building structure linkage, comprise the angle steel be located in shear wall and the anchor body be located in frame construction, described anchor body is fixedly connected with angle steel by transverse reinforcement, described angle steel is also provided with several set bolt, described set bolt comprises forward bolt and reverse bolt, described forward bolt and reverse bolt direction are stretched out outside shear wall on the contrary respectively, and set bolt is provided with nut and fixes outside shear wall.
Further, described anchor body is square plate, and the width of described square plate and length are greater than the 3-5 of transverse reinforcement diameter doubly.
Further, the quantity of described anchor body is even number and arranges relative to angle steel Central Symmetry.
Further, described transverse reinforcement and adopting between anchor body and angle steel is welded to connect.
Adopt said apparatus, ensure that securing between shear wall with framework is connected, and simply flexible for installation, be applicable to large-scale Application in Building.
Accompanying drawing explanation
Fig. 1 is a kind of structural representation of shear wall building structure linkage.
Detailed description of the invention
Shear wall building structure linkage as shown in Figure 1, comprise the angle steel 3 be located in shear wall 1 and the anchor body 5 be located in frame construction 2, described anchor body 5 is welded to connect by transverse reinforcement 4 and angle steel 3, described anchor body 5 is square plate, the width of described square plate and length are greater than the 3-5 of transverse reinforcement 4 diameter doubly, the quantity of anchor body 5 is 2 and arranges relative to angle steel 3 Central Symmetry, described angle steel 3 is also provided with several set bolt, described set bolt comprises forward bolt 6 and reverse bolt 7, described forward bolt 6 and reverse bolt 7 direction are stretched out outside shear wall 1 on the contrary respectively, set bolt is provided with nut and fixes outside shear wall 1.
The above, be only detailed description of the invention of the present utility model, and those of ordinary skill in the art are in the scope that the utility model discloses, and the change that can expect easily, within the protection domain that all should be encompassed in utility model.
Claims (4)
1. shear wall building structure linkage, it is characterized in that comprising the angle steel be located in shear wall and the anchor body be located in frame construction, described anchor body is fixedly connected with angle steel by transverse reinforcement, described angle steel is also provided with several set bolt, described set bolt comprises forward bolt and reverse bolt, described forward bolt and reverse bolt direction are stretched out outside shear wall on the contrary respectively, and set bolt is provided with nut and fixes outside shear wall.
2. shear wall building structure linkage as claimed in claim 1, is characterized in that described anchor body is square plate, and the width of described square plate and length are greater than the 3-5 of transverse reinforcement diameter doubly.
3. shear wall building structure linkage as claimed in claim 1, is characterized in that the quantity of described anchor body is even number and arranges relative to angle steel Central Symmetry.
4. shear wall building structure linkage as claimed in claim 1, is characterized in that described transverse reinforcement and adopts between anchor body and angle steel being welded to connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520502621.XU CN204804047U (en) | 2015-07-07 | 2015-07-07 | Shear force wall building structure connecting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520502621.XU CN204804047U (en) | 2015-07-07 | 2015-07-07 | Shear force wall building structure connecting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204804047U true CN204804047U (en) | 2015-11-25 |
Family
ID=54588893
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520502621.XU Expired - Fee Related CN204804047U (en) | 2015-07-07 | 2015-07-07 | Shear force wall building structure connecting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204804047U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107965059A (en) * | 2017-10-25 | 2018-04-27 | 中国十七冶集团有限公司 | A kind of installation method of wall groove-type built-in fitting |
-
2015
- 2015-07-07 CN CN201520502621.XU patent/CN204804047U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107965059A (en) * | 2017-10-25 | 2018-04-27 | 中国十七冶集团有限公司 | A kind of installation method of wall groove-type built-in fitting |
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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: 20151125 Termination date: 20160707 |