CN205077649U - Be used in anti subassembly that splits of shear force wall and infilled wall handing -over department - Google Patents
Be used in anti subassembly that splits of shear force wall and infilled wall handing -over department Download PDFInfo
- Publication number
- CN205077649U CN205077649U CN201520737840.6U CN201520737840U CN205077649U CN 205077649 U CN205077649 U CN 205077649U CN 201520737840 U CN201520737840 U CN 201520737840U CN 205077649 U CN205077649 U CN 205077649U
- Authority
- CN
- China
- Prior art keywords
- wall
- steel disc
- infilled
- horizontal steel
- infilled wall
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 91
- 239000010959 steel Substances 0.000 claims abstract description 91
- 239000004568 cement Substances 0.000 claims abstract description 12
- 238000005336 cracking Methods 0.000 claims description 14
- 238000010276 construction Methods 0.000 abstract description 3
- 239000011449 brick Substances 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a be used in anti subassembly that splits of shear force wall and infilled wall handing -over department, it includes a set of totally two vertical steel sheets, a set of totally two horizontal steel sheets with connect the steel sheet, two vertical steel sheets are parallel to each other, vertical steel sheet is fixed in the shear force wall and is close to on the wall on one side of the infilled wall that links to each other with the shear force wall, two horizontal steel sheets are parallel to each other, horizontal steel sheet is fixed in the upper surface of infilled wall, and the tip of two horizontal steel sheet one sides and the middle part of two vertical steel sheets link to each other respectively, link to each other through connecting the steel sheet between two horizontal steel sheets. The utility model discloses only need consolidate with cement nail, simple structure uses safe and reliable, and construction convenience is swift, and the holistic crack resistance of wall body has been improved in effectual crack of having reduced between shear force wall and the infilled wall, has reduced the emergence of the quality problems of work progress.
Description
Technical field
The utility model belongs to building wall servicing unit field, particularly relates to a kind of cracking resistance assembly being used in shear wall and infilled wall junction.
Background technology
In traditional shear wall and infilled wall are built by laying bricks or stones, only uses tension rib to build by laying bricks or stones, often cause bi-material junction to be shunk and unevenly produce cracking, thus cause the defect of construction masonry quality.Therefore, those skilled in the art needs a kind of new technical scheme badly.
Utility model content
The purpose of this utility model is to provide a kind of cracking resistance assembly being used in shear wall and infilled wall junction, to solve the problem proposed in above-mentioned background technology.
For achieving the above object, the utility model have employed following technical scheme:
A kind of cracking resistance assembly being used in shear wall and infilled wall junction, comprise one group totally two vertical steel discs, one group totally two horizontal steel discs be connected steel disc, two vertical steel discs are parallel to each other, vertical steel disc is fixed on shear wall on the wall of the infilled wall side be connected with shear wall, two horizontal steel discs are parallel to each other, horizontal steel disc is fixed on the upper surface of infilled wall, and the end of two horizontal steel disc sides is connected respectively with the middle part of two vertical steel discs, be connected by connecting steel disc between two horizontal steel discs.
Preferably, vertical steel disc and horizontal steel disc all offer eyelet, and vertical steel plate is fixed on the wall of shear wall by cement nail and eyelet, and horizontal steel disc is fixed on the upper surface of infilled wall by cement nail and eyelet.
Preferably, the length of vertical steel disc is equal with the height of infilled wall.
Preferably, the width of vertical steel disc is 30mm, and thickness is 3mm, and the distance between two vertical steel discs is 60mm.
Preferably, the length of horizontal steel disc is the half of the length of infilled wall.
Preferably, the width of horizontal steel disc is 30mm, and thickness is 3mm, and the distance between two horizontal steel discs is 60mm.
Preferably, connecting steel disc length is 60mm, and width is 30mm, and thickness is 3mm.
Compared with prior art, the beneficial effects of the utility model are as follows:
Vertical steel disc by arranging one group of vertical steel disc and one group of horizontal steel disc, and is connected with horizontal steel disc by the utility model, and the situation avoiding the junction of shear wall and infilled wall to ftracture occurs.The utility model only needs to reinforce with cement nail, and structure is simple, and safe and reliable, convenient and quick construction, effectively decreases the crack between shear wall and infilled wall, improves the crack resistance of body of wall entirety, decreases the generation of the quality problems of work progress.
Accompanying drawing explanation
Fig. 1 is the integral installation schematic diagram of cracking resistance assembly.
Detailed description of the invention
Below in conjunction with embodiment, preferred embodiment of the present utility model is described in further detail.
As shown in Figure 1, a kind of cracking resistance assembly being used in shear wall and infilled wall junction, comprise one group totally two vertical steel discs 1, a group totally two horizontal steel discs 2 be connected steel disc 3, two vertical steel discs 1 are parallel to each other, vertical steel disc 1 is fixed on shear wall 4 on the wall of infilled wall 5 side be connected with shear wall 4, two horizontal steel discs 2 are parallel to each other, horizontal steel disc 2 is fixed on the upper surface of infilled wall 5, and the end of two horizontal steel disc 2 sides is connected respectively with the middle part of two vertical steel discs 1, be connected by connecting steel disc 3 between two horizontal steel discs 2.
In order to further optimisation technique scheme, vertical steel disc 1 and horizontal steel disc 2 all offer eyelet, vertical steel plate 1 is fixed on by cement nail and eyelet on the wall of shear wall 4, and horizontal steel disc 2 is fixed on the upper surface of infilled wall 5 by cement nail and eyelet.The length of vertical steel disc 1 is equal with the height of infilled wall 5.The width of vertical steel disc 1 is 30mm, and thickness is 3mm, and the distance between two vertical steel discs 1 is 60mm.The length of horizontal steel disc 2 is the half of the length of infilled wall 5.The width of horizontal steel disc 2 is 30mm, and thickness is 3mm, and the distance between two horizontal steel discs 2 is 60mm.Connecting steel disc 3 length is 60mm, and width is 30mm, and thickness is 3mm.
When building construction, first by walling unit full-page proof unwrapping wire on shear wall 4, vertical steel disc 1 is close on shear wall 4 metope, horizontal steel disc 2 is placed in the upper surface in infilled wall 5, adjust the position of vertical steel disc 1 and horizontal steel disc 2, top and the bottom cement nail eyelet of vertical steel disc 1 is hammered into cement nail, by the fixation of vertical steel disc 1, by infilled wall 5 applying mortar, with cement nail, horizontal steel disc 2 is hammered into this building block by cement nail eyelet, masonry mortar is fully contacted with horizontal steel disc 2, the end of two horizontal steel disc 2 sides is connected respectively with the middle part of two vertical steel discs 1.
Above embodiment is only be described preferred embodiment of the present utility model; not scope of the present utility model is limited; under the prerequisite not departing from the utility model design spirit; the various distortion that those of ordinary skill in the art make the technical solution of the utility model and improvement, all should fall in protection domain that the utility model claims determine.
Claims (7)
1. one kind is used in the cracking resistance assembly of shear wall and infilled wall junction, it is characterized in that, comprise one group of totally two vertical steel disc (1), one group totally two horizontal steel discs (2) be connected steel disc (3), two vertical steel discs (1) are parallel to each other, described vertical steel disc (1) is fixed on shear wall on the wall of the infilled wall side be connected with shear wall, two horizontal steel discs (2) are parallel to each other, described horizontal steel disc (2) is fixed on the upper surface of infilled wall, and the end of two horizontal steel disc (2) sides is connected respectively with the middle part of two vertical steel discs (1), be connected by connecting steel disc (3) between two horizontal steel discs (2).
2. the cracking resistance assembly being used in shear wall and infilled wall junction according to claim 1, it is characterized in that, described vertical steel disc (1) and horizontal steel disc (2) all offer eyelet, described vertical steel plate (1) is fixed on the wall of shear wall by cement nail and eyelet, and described horizontal steel disc (2) is fixed on the upper surface of infilled wall by cement nail and eyelet.
3. the cracking resistance assembly being used in shear wall and infilled wall junction according to claim 1, is characterized in that, the length of described vertical steel disc (1) is equal with the height of infilled wall.
4. the cracking resistance assembly being used in shear wall and infilled wall junction according to claim 1, is characterized in that, the width of described vertical steel disc (1) is 30mm, and thickness is 3mm, and the distance between two vertical steel discs (1) is 60mm.
5. the cracking resistance assembly being used in shear wall and infilled wall junction according to claim 1, is characterized in that, the length of described horizontal steel disc (2) is the half of the length of infilled wall.
6. the cracking resistance assembly being used in shear wall and infilled wall junction according to claim 1, is characterized in that, the width of described horizontal steel disc (2) is 30mm, and thickness is 3mm, and the distance between two horizontal steel discs (2) is 60mm.
7. the cracking resistance assembly being used in shear wall and infilled wall junction according to claim 1, is characterized in that, described connection steel disc (3) length is 60mm, and width is 30mm, and thickness is 3mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520737840.6U CN205077649U (en) | 2015-09-23 | 2015-09-23 | Be used in anti subassembly that splits of shear force wall and infilled wall handing -over department |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520737840.6U CN205077649U (en) | 2015-09-23 | 2015-09-23 | Be used in anti subassembly that splits of shear force wall and infilled wall handing -over department |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205077649U true CN205077649U (en) | 2016-03-09 |
Family
ID=55430063
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520737840.6U Expired - Fee Related CN205077649U (en) | 2015-09-23 | 2015-09-23 | Be used in anti subassembly that splits of shear force wall and infilled wall handing -over department |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205077649U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680838A (en) * | 2019-02-23 | 2019-04-26 | 江苏精享裕建工有限公司 | Shear wall and interior filling wall junction construction and its implementation method |
-
2015
- 2015-09-23 CN CN201520737840.6U patent/CN205077649U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680838A (en) * | 2019-02-23 | 2019-04-26 | 江苏精享裕建工有限公司 | Shear wall and interior filling wall junction construction and its implementation 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: 20160309 |