CN204983159U - Connected node of girder steel and shear force wall - Google Patents
Connected node of girder steel and shear force wall Download PDFInfo
- Publication number
- CN204983159U CN204983159U CN201520658903.9U CN201520658903U CN204983159U CN 204983159 U CN204983159 U CN 204983159U CN 201520658903 U CN201520658903 U CN 201520658903U CN 204983159 U CN204983159 U CN 204983159U
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- China
- Prior art keywords
- girder steel
- shear force
- force wall
- shear wall
- connected node
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- 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.)
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Abstract
The utility model discloses a connected node of girder steel and shear force wall, including girder steel, shear force wall, connecting plate and high strength bolt, the last downside of girder steel one end all is connected with the connecting plate through high strength bolt, and connecting plate and the pre -buried supporting steel plate fixed connection who establishes in the shear force wall are provided with a plurality of anchor reinforcing bars on the interior terminal surface of supporting steel plate, and the anchor reinforcing bar is buried underground in the shear force wall. The utility model discloses have higher joint strength, make the connection more reliable, and easily realize the industrial production, and the site assembly is simple and convenient, and the building site location is accurate to save installation time greatly, improved engineering efficiency, this connecting piece has higher ductility, is favorable to the power consumption under the seismic action, is favorable to the antidetonation.
Description
Technical field
The utility model belongs to steel building field, particularly relates to the connected node of a kind of girder steel and shear wall.
Background technology
Steel house complies with the international main trend of green, environmental protection, meet the principles and policies of China's development housing and public buildings that use less energy and land, and girder steel-steel plate shear force wall is with its distinctive advantage, is being promoted gradually and is developing to residential industrialized building.
Existing girder steel and shear wall adopt monotroded fishplate bar to be connected, and the shortcoming of this connecting structure is as follows: 1, adopt monotroded fishplate bar to connect, and the stressed easy generation of shear wall is eccentric; 2, adopting monotroded fishplate bar to connect, easily there is plane outcurve in shear wall.
Summary of the invention
In order to solve problems of the prior art, the purpose of this utility model is to provide the connected node of a kind of girder steel and shear wall.
In order to realize foregoing invention object, the utility model adopts technical scheme as described below:
The connected node of a kind of girder steel and shear wall, comprise girder steel, shear wall, junction plate and high-strength bolt, the upper and lower sides of girder steel one end is all connected with junction plate by high-strength bolt, junction plate is fixedly connected with the supporting steel plate be embedded in advance in shear wall, the inner face of supporting steel plate is provided with some anchor bars, and anchor bar is embedded in shear wall.
Further, described girder steel is i-shaped beams.
Further, described junction plate and supporting steel plate are by being welded to connect.
Owing to adopting technique scheme, the utility model has following superiority:
The utility model has higher bonding strength, makes connection more reliable; And be easy to realize suitability for industrialized production, site assembly is easy, building site accurate positioning, thus greatly saves the set-up time, improves engineering efficiency; This connector has higher ductility, is conducive to the power consumption under geological process, is conducive to antidetonation.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
In figure: 1, girder steel; 2, shear wall; 3, anchor bar; 4, supporting steel plate; 5, junction plate.
Detailed description of the invention
Below in conjunction with drawings and Examples, the technical solution of the utility model is described in further detail.
As shown in Figure 1, the connected node of a kind of girder steel and shear wall, comprise girder steel 1, shear wall 2, junction plate 5 and high-strength bolt, the upper and lower sides of girder steel 1 one end is all connected with junction plate 5 by high-strength bolt, junction plate 5 is fixedly connected with the supporting steel plate 4 be embedded in advance in shear wall 2, the inner face of supporting steel plate 4 is provided with some anchor bars 3, and anchor bar 3 is embedded in shear wall 2.
Described girder steel 1 is i-shaped beams.
Described junction plate 5 and supporting steel plate 4 are by being welded to connect; After welding, high-strength bolt can also be adopted to connect, to improve bonding strength further.
The utility model has higher bonding strength, makes connection more reliable; And be easy to realize suitability for industrialized production, site assembly is easy, building site accurate positioning, thus greatly saves the set-up time, improves engineering efficiency; This connector has higher ductility, is conducive to the power consumption under geological process, is conducive to antidetonation.
Claims (3)
1. the connected node of a girder steel and shear wall, comprise girder steel, shear wall, junction plate and high-strength bolt, it is characterized in that: the upper and lower sides of girder steel one end is all connected with junction plate by high-strength bolt, junction plate is fixedly connected with the supporting steel plate be embedded in advance in shear wall, the inner face of supporting steel plate is provided with some anchor bars, and anchor bar is embedded in shear wall.
2. the connected node of girder steel according to claim 1 and shear wall, is characterized in that: described girder steel is i-shaped beams.
3. the connected node of girder steel according to claim 1 and shear wall, is characterized in that: described junction plate and supporting steel plate are by being welded to connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520658903.9U CN204983159U (en) | 2015-08-28 | 2015-08-28 | Connected node of girder steel and shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520658903.9U CN204983159U (en) | 2015-08-28 | 2015-08-28 | Connected node of girder steel and shear force wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204983159U true CN204983159U (en) | 2016-01-20 |
Family
ID=55117541
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520658903.9U Expired - Fee Related CN204983159U (en) | 2015-08-28 | 2015-08-28 | Connected node of girder steel and shear force wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204983159U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301544A (en) * | 2018-03-26 | 2018-07-20 | 中建五局华东建设有限公司 | Sandwich combined system and its construction method |
-
2015
- 2015-08-28 CN CN201520658903.9U patent/CN204983159U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301544A (en) * | 2018-03-26 | 2018-07-20 | 中建五局华东建设有限公司 | Sandwich combined system and its construction method |
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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: 20160120 Termination date: 20160828 |