CN205242675U - Prefabricated assembled shear force wall horizontal bolt joint construction - Google Patents
Prefabricated assembled shear force wall horizontal bolt joint construction Download PDFInfo
- Publication number
- CN205242675U CN205242675U CN201520974658.2U CN201520974658U CN205242675U CN 205242675 U CN205242675 U CN 205242675U CN 201520974658 U CN201520974658 U CN 201520974658U CN 205242675 U CN205242675 U CN 205242675U
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- shear force
- wall
- construction
- strength bolt
- force wall
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- Expired - Fee Related
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model provides a prefabricated assembled shear force wall horizontal bolt joint construction, it includes stock, turn -up channel -section steel, T type high strength bolt, nut, belt length round hole steel sheet and shear force wall, characterized by: turn -up channel -section steel and stock weld pre -buriedly in double -phase adjacent shear force wall piece in advance, and apart from the wall body indent 15mm of wall seam 220mm within range, T type high strength bolt sets up to be connected with belt length round hole steel sheet at turn -up channel -section steel internal rotation 90, T type high strength bolt and fixes, and every wall stitches to follow and vertically sets up, in, 3 lower connecting pieces. The utility model discloses a bolt carries out horizontally connect with two shear force walls, makes the connection between the shear force wall convenient more effective. Horizontal bolt connects can realize accurate installation, and the assurance is changeed to the quality, does not receive the influence of weather. Compare with wet trade such as cast in situs, avoided cast in situs, improved the efficiency of construction, satisfy the characteristics of the quick construction of industrialization building. It is prefabricated to have part mill, on -the -spot concatenation, simple structure, construction convenience's advantage.
Description
Technical field
The utility model belongs to building element technical field, and particularly a kind of prefabricated assembled shear wall leveling screw connects structure.
Background technology
Prefabricated construction has energy-conserving and environment-protective, reduces construction site and takies, and improves land utilization efficiency, promotes comfortableness, health and security that building is used, promotes the advantage that building industry is changed to technology-intensive type by labor-intensive. Prefabricated assembled shear wall is a very important part in fabricated construction. Prefabricated assembled shear wall wallboard should be pressed the standard width of a room in an old-style house, the depth size piecemeal in room, but when construction weight too large, or scantling is when more, shear wall slab can arrange by two or several wallboard levels and be spliced. Therefore, level connection joint is to guarantee that prefabricated assembled shear wall structure has enough bearing capacities, and the vitals of rigidity etc. affects the stress performance of structure. Comparatively common construction method has at seam crossing formwork casting concrete, teeth groove is set and builds, and reserved steel bar overlap joint is built and reserved steel plate overlaps welding etc. These methods of attachment have solved the connection of prefabricated assembled shear wall level to a certain extent, but the method situ wet operations such as pouring construction are more, can not meet the feature of industrialized building rapid construction, although there is not situ wet operation in the welding of reserved steel plate overlap joint, but construction is comparatively complicated, welding quality is difficult for ensureing. Therefore be necessary level connection joint to improve, propose the new model that suitability for industrialized is produced.
Summary of the invention
The purpose of this utility model is to provide a kind of simple structure, easy construction, and weatherproof, avoids situ wet operation, can improve efficiency of construction, save time, and node quality of connection can connect structure by guaranteed prefabricated assembled shear wall leveling screw.
The utility model is to realize like this, it comprises anchor pole, lipped channel, T-shaped high-strength bolt, nut, band slotted hole steel plate and shear wall, it is characterized in that: lipped channel and anchor pole weld in advance and are embedded in two adjacent shear wall sheets, stitch the body of wall indent 15mm within the scope of 220mm apart from wall, T-shaped high-strength bolt is arranged in lipped channel and half-twist, and T-shaped high-strength bolt is connected and fixed with band slotted hole steel plate, and every wall seam longitudinally arranges, in, lower 3 connectors.
The utility model adopts bolt that two shear walls are carried out to level connection joint, makes the connection between shear wall convenient effectively. Leveling screw connects can realize accurate installation, and quality more easily ensures, the not impact of climate. Compared with the wet trades such as cast in situs, avoid cast in situs, improve efficiency of construction, meet the feature of industrialized building rapid construction. Bolt connects has avoided the harm to parts of high temperature that on-the-spot welding produces. There is parts prefabrication, on-the-spot splicing, simple structure, the advantage of easy construction.
Brief description of the drawings
Below in conjunction with accompanying drawing, the utility model is further described:
Fig. 1 is the structural representation that prefabricated assembled shear wall leveling screw connects structure;
Fig. 2 is the structural representation of connector in Fig. 1;
Fig. 3 is that prefabricated assembled shear wall leveling screw connection is configured in schematic diagram in shear wall.
Detailed description of the invention
As shown in Fig. 1-3, this prefabricated assembled shear wall leveling screw connects structure and comprises anchor pole 1, lipped channel 2, T-shaped high-strength bolt 3, nut 4, band slotted hole steel plate 5, shear wall 6, lipped channel 2 and anchor pole 1 weld in advance and are embedded in 6 of two adjacent shear walls, and apart from the body of wall indent 15mm within the scope of wall seam 220mm, T-shaped high-strength bolt is arranged in lipped channel 2 and half-twist, T-shaped high-strength bolt 3 is connected and fixed with band slotted hole steel plate 5, every wall seam longitudinally arranges, in, lower 3 connectors. Wall plastering 20mm. Wall stitches wide 15mm, after being connected and installed, tamps with expansive concrete. Lipped channel 2, T-shaped high-strength bolt 3, nut 4 and band slotted hole steel plate 5 can directly be bought, and lipped channel 2 and anchor pole 1 weld and are then embedded in shear wall 6 in advance, and behind shear wall 6 location, with being with slotted hole steel plate 5 two wall connectings, nut 4 is tightened fixing. That anchor pole 1 bends afterwards and lipped channel 2 welds.
Claims (2)
1. a prefabricated assembled shear wall leveling screw connects structure, it comprises anchor pole, lipped channel, T-shaped high-strength bolt, nut, band slotted hole steel plate and shear wall, it is characterized in that: lipped channel and anchor pole weld in advance and are embedded in two adjacent shear wall sheets, T-shaped high-strength bolt is arranged in lipped channel and half-twist, T-shaped high-strength bolt is connected and fixed with band slotted hole steel plate, every wall seam longitudinally arranges, in, lower 3 connectors.
2. a Ju prefabricated assembled shear wall leveling screw claimed in claim 1 connects structure, it is characterized in that being after anchor pole bending and lipped channel welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520974658.2U CN205242675U (en) | 2015-12-01 | 2015-12-01 | Prefabricated assembled shear force wall horizontal bolt joint construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520974658.2U CN205242675U (en) | 2015-12-01 | 2015-12-01 | Prefabricated assembled shear force wall horizontal bolt joint construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205242675U true CN205242675U (en) | 2016-05-18 |
Family
ID=55941753
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520974658.2U Expired - Fee Related CN205242675U (en) | 2015-12-01 | 2015-12-01 | Prefabricated assembled shear force wall horizontal bolt joint construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205242675U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421615A (en) * | 2015-12-01 | 2016-03-23 | 沈阳建筑大学 | Prefabricated type shear wall horizontal bolt connecting structure |
| CN109403788A (en) * | 2018-11-30 | 2019-03-01 | 中铁第四勘察设计院集团有限公司 | A kind of high-precision high-intensity protective door load module |
| CN110158807A (en) * | 2019-05-28 | 2019-08-23 | 王晓勇 | A kind of Prefabricated composite assembling steel plate shear wall |
-
2015
- 2015-12-01 CN CN201520974658.2U patent/CN205242675U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421615A (en) * | 2015-12-01 | 2016-03-23 | 沈阳建筑大学 | Prefabricated type shear wall horizontal bolt connecting structure |
| CN109403788A (en) * | 2018-11-30 | 2019-03-01 | 中铁第四勘察设计院集团有限公司 | A kind of high-precision high-intensity protective door load module |
| CN109403788B (en) * | 2018-11-30 | 2024-01-16 | 中铁第四勘察设计院集团有限公司 | High-precision high-strength protective door assembly module |
| CN110158807A (en) * | 2019-05-28 | 2019-08-23 | 王晓勇 | A kind of Prefabricated composite assembling steel plate shear wall |
| CN110158807B (en) * | 2019-05-28 | 2020-09-01 | 福建省永富建设集团有限公司 | Prefabricated combination assembled steel sheet shear force wall |
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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: 20160518 Termination date: 20201201 |