CN201495636U - Structure of junction part of filler wall at bottom of beam - Google Patents
Structure of junction part of filler wall at bottom of beam Download PDFInfo
- Publication number
- CN201495636U CN201495636U CN2009201970993U CN200920197099U CN201495636U CN 201495636 U CN201495636 U CN 201495636U CN 2009201970993 U CN2009201970993 U CN 2009201970993U CN 200920197099 U CN200920197099 U CN 200920197099U CN 201495636 U CN201495636 U CN 201495636U
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- CN
- China
- Prior art keywords
- filler wall
- slit
- wall
- infilled wall
- gap
- 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 discloses the structure of the junction part of a filler wall at the bottom of a beam. A gap is left between the beam and the filler wall in the structure; wooden wedges are wedged into the gap; the upper end and the lower end of the wooden wedges are respectively and tightly propped against the beam and the filler wall; and the gap is further filled with foaming agent, accordingly, the wooden wedges can be tightly propped against the filler wall, thereby improving the stability of the filler wall; and the gap is filled with the foaming agent generally having certain elasticity, therefore, on one hand, the gap can be filled by the foaming agent as the filling material, and on the other hand, the filling layer formed by the foaming agent is elastic when the filler wall subsides, thereby preventing the filler wall from directly cracking and relieving or solving the problem of cracks to a certain extent.
Description
Technical field
The utility model relates to infilled wall junction structure at the bottom of the beam in a kind of building field.
Background technology
When needing to build infilled wall under the traditional architecture industry central sill, generally directly build a wall, adopt cement to fill between beam and the wall, but sedimentation takes place long-time back wall easily, owing to belong to rigid body after theing cement solidifies, this moment, the crack will appear in the junction of Lianghe wall.
Summary of the invention
Technical problem to be solved in the utility model provides infilled wall junction structure at the bottom of a kind of beam, the beam of this structure is set at the bottom of the infilled wall junction the crack can not appear easily.
For this reason, infilled wall junction structure is stayed the slit between beam and the infilled wall at the bottom of the beam that the utility model provides, wedging timber wedge in the slit, and the timber wedge upper and lower side presses closer beam and infilled wall respectively, and blowing agent has been filled up in the slit.
Because the slit is stayed in the infilled wall junction at the bottom of the beam that the utility model provides, wedging timber wedge in the slit, the timber wedge upper and lower side presses closer beam and infilled wall respectively, the existence of timber wedge can hold out against infilled wall, strengthen its stability, blowing agent has been filled up in the slit in addition, blowing agent generally has certain elasticity, it can be filled and led up the slit on the one hand as packing material, the filling aspect that blowing agent forms when the infilled wall sedimentation can be stretched on the other hand, can directly not ftracture, alleviate to a certain extent or solved crack problem.
Description of drawings
The structural plan schematic diagram of infilled wall junction at the bottom of the beam that Fig. 1 provides for the utility model.
Fig. 2 is Fig. 1 sectional view.
In each accompanying drawing: 1, beam, 2, wall, 3, the slit, 4, timber wedge, 5, alkaline-resisting fine grid cloth.
The specific embodiment
As shown in Figure 1 and Figure 2, stay slit 3 between infilled wall junction structure central sill 1 and the infilled wall 2 at the bottom of the beam that the utility model provides, wedging timber wedge 4 in the slit 3, timber wedge 4 upper and lower sides press closer beam 1 and infilled wall 2 respectively, and blowing agent has been filled up in slit 3.In order further to solve crack problem, alkaline-resisting fine grid cloth 5 is posted in the side at 3 places, slit between beam 1 and the infilled wall 2, and alkaline-resisting fine grid cloth 5 can reduce the crack and occur, and alkaline-resisting fine grid cloth 5 is covered by the body of wall cement coating.
Claims (2)
1. infilled wall junction structure at the bottom of the beam is characterized in that: stay slit (3) between beam (1) and the infilled wall (2), and wedging timber wedge (4) in slit (3), timber wedge (4) upper and lower side presses closer beam (1) and infilled wall (2) respectively, and slit (3) have filled up blowing agent.
2. infilled wall junction structure at the bottom of the beam according to claim 1 is characterized in that: alkaline-resisting fine grid cloth (5) is posted in the side that the slit (3) between described beam (1) and the infilled wall (2) is located, and alkaline-resisting fine grid cloth (5) is covered by the body of wall cement coating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201970993U CN201495636U (en) | 2009-09-16 | 2009-09-16 | Structure of junction part of filler wall at bottom of beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201970993U CN201495636U (en) | 2009-09-16 | 2009-09-16 | Structure of junction part of filler wall at bottom of beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201495636U true CN201495636U (en) | 2010-06-02 |
Family
ID=42438844
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201970993U Expired - Fee Related CN201495636U (en) | 2009-09-16 | 2009-09-16 | Structure of junction part of filler wall at bottom of beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201495636U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102635179A (en) * | 2012-05-02 | 2012-08-15 | 魏勇 | Device for preventing beam or beamless slab filler wall top from cracking and construction method |
| CN104631631A (en) * | 2014-12-19 | 2015-05-20 | 东莞市彩丽建筑维护技术有限公司 | Method and structure for fixedly sealing seam between infill wall and beam or board |
-
2009
- 2009-09-16 CN CN2009201970993U patent/CN201495636U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102635179A (en) * | 2012-05-02 | 2012-08-15 | 魏勇 | Device for preventing beam or beamless slab filler wall top from cracking and construction method |
| CN104631631A (en) * | 2014-12-19 | 2015-05-20 | 东莞市彩丽建筑维护技术有限公司 | Method and structure for fixedly sealing seam between infill wall and beam or board |
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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 |
Granted publication date: 20100602 Termination date: 20140916 |
|
| EXPY | Termination of patent right or utility model |