CN201850766U - Steel die connection structure of longitudinal cross wall - Google Patents
Steel die connection structure of longitudinal cross wall Download PDFInfo
- Publication number
- CN201850766U CN201850766U CN2010202989646U CN201020298964U CN201850766U CN 201850766 U CN201850766 U CN 201850766U CN 2010202989646 U CN2010202989646 U CN 2010202989646U CN 201020298964 U CN201020298964 U CN 201020298964U CN 201850766 U CN201850766 U CN 201850766U
- Authority
- CN
- China
- Prior art keywords
- steel
- angle
- punching block
- bolt
- angle steel
- 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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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a steel die connection structure of a longitudinal cross wall, which is characterized in that the connection structure comprises an angle steel, a bolt, steel connection sheets, steel backing plates and steel dies. A gap between the angle steel and each steel die is between 2 and 5cm. The width of the angle steel is between 15 and 20cm. The thickness of the angle steel is between 6 and 10mm. The steel backing plates are welded between the angle steel and the steel dies. The thicknesses of the steel backing plates are between 8 and 12mm. One steel backing plate is welded inside the angle steel at an angle of 45 degrees. The other steel backing plate is welded with a transverse steel die and a vertical steel die at an angle of 45 degrees. The thicknesses of the steel backing plates are between 8 and 12mm. The two steel backing plates are connected by the bolt. The diameter of the bolt is 12. The steel die connection structure has simple structure and strong practicality.
Description
Technical field
The utility model relates to a kind of punching block joint construction of wall in length and breadth, is applicable to building field.
Background technology
Under the situation when adopting combined steel formwork,, rely on the splicing of steel form not meet the demands merely, a kind of rational joint construction must be provided if wall is simultaneously during concreting in length and breadth as concrete.
The utility model content
The technical problem that the utility model solves provides a kind of punching block joint construction of wall in length and breadth, solves the steel form splicing problem of wall in length and breadth.
The utility model comprises angle steel, bolt, steel brace, billet, punching block.Space between angle steel and the punching block is 2～5cm, and the angle steel width is 15～20cm, and thickness is 6～10mm.Weldable steel pad between angle steel and the punching block, steel plate washer thickness are 8～12mm, 45 ° of billets of the inboard welding of angle steel, and laterally punching block and vertically 45 ° of billets of punching block welding, billet thickness is 8～12mm, connects with bolt between two billets, the diameter of bolt is
The utility model simple structure, practical.
Description of drawings
Fig. 1 punching block joint construction schematic diagram
Accompanying drawing sign: 1, angle steel, 2, bolt, 3, the steel brace, 4, billet, 5, punching block.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is a punching block joint construction schematic diagram.The utility model comprises angle steel 1, bolt 2, steel brace 3, billet 4, punching block 5.Space between angle steel 1 and the punching block 5 is 4cm, and angle steel 5 width are 16cm, and thickness is 8mm.Weldable steel pad 4 between angle steel 1 and the punching block 5, steel plate washer 4 thickness are 10mm, 45 ° of billets 4 of angle steel 1 inboard welding, laterally punching block 5 welds 45 ° of billets 4 with vertical punching block 5, billet 4 thickness are 10mm, connect with bolt 2 between two billets 4, and bolt 2 diameters are
Claims (1)
1. punching block joint construction of wall in length and breadth, it is characterized in that comprising angle steel, bolt, steel brace, billet, punching block, the space between angle steel and the punching block is 2～5cm, and the angle steel width is 15～20cm, thickness is 6～10mm, weldable steel pad between angle steel and the punching block, steel plate washer thickness are 8～12mm, 45 ° of billets of the inboard welding of angle steel, laterally punching block welds 45 ° of billets with vertical punching block, billet thickness is 8～12mm, connects with bolt between two billets, and the diameter of bolt is
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202989646U CN201850766U (en) | 2010-08-10 | 2010-08-10 | Steel die connection structure of longitudinal cross wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202989646U CN201850766U (en) | 2010-08-10 | 2010-08-10 | Steel die connection structure of longitudinal cross wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201850766U true CN201850766U (en) | 2011-06-01 |
Family
ID=44093165
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202989646U Expired - Fee Related CN201850766U (en) | 2010-08-10 | 2010-08-10 | Steel die connection structure of longitudinal cross wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201850766U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107327139A (en) * | 2017-08-21 | 2017-11-07 | 韩向东 | Angle mould board component for prefabricated/cast-in-place concrete |
-
2010
- 2010-08-10 CN CN2010202989646U patent/CN201850766U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107327139A (en) * | 2017-08-21 | 2017-11-07 | 韩向东 | Angle mould board component for prefabricated/cast-in-place concrete |
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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: 20110601 Termination date: 20120810 |