CN205742624U - Longitudinally connected node between Multicarity steel plate shear force wall - Google Patents
Longitudinally connected node between Multicarity steel plate shear force wall Download PDFInfo
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- CN205742624U CN205742624U CN201620429396.6U CN201620429396U CN205742624U CN 205742624 U CN205742624 U CN 205742624U CN 201620429396 U CN201620429396 U CN 201620429396U CN 205742624 U CN205742624 U CN 205742624U
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- shear force
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Abstract
This utility model relates to a kind of connection node, particularly relates to the longitudinally connected node between a kind of Multicarity steel plate shear force wall, belongs to field of steel structure.Including upper cavity unit and lower cavity unit, the top of described lower cavity unit is provided with dividing plate, the top of described dividing plate is provided with upper cavity unit, described upper cavity unit, dividing plate, lower cavity unit are in being fixedly connected to form shear wall, and the two side ends of described upper cavity unit inwall lower end is respectively equipped with liner plate.A kind of longitudinally connected node between Multicarity steel plate shear force wall, rational in infrastructure, easy to process, improve globality, promote power transmission requirement.
Description
Technical field
This utility model relates to a kind of connection node, particularly relates to the longitudinally connected node between a kind of Multicarity steel plate shear force wall, belongs to field of steel structure.
Background technology
Multicarity steel plate shear force wall, by being connected with girder steel, forms overall structure, and internal force is transmitted between wall and beam by node, the safe and reliable premise being to ensure that structural safety works of node.Therefore to use rational connecting structure measure, make easy construction and Cost Problems effectively solving solution while power transmission requires.
Chinese patent 200910028249.2, open a kind of Linear shear wall vertical connection node, including the first precast shear wall and the second precast shear wall, there is between described first precast shear wall and the second precast shear wall a prefabricated panel seam, at node, the same side of the first precast shear wall and the second precast shear wall respectively has a depression, two parts depression constitutes a groove, the first additional muscle it is provided with in the first precast shear wall and in groove, the second additional muscle it is provided with in the second precast shear wall and in groove, described first precast shear wall and second precast shear wall body of wall horizontal reinforcement in groove side extend forwardly into the opposite side near inside grooves at groove, and bend inwards, for cast-in-place concrete in described groove, it is cement mortar in described prefabricated panel seam.This structure is relative complex, and suitability is poor, and operating flexibility is the highest.
Utility model content
This utility model mainly solves the deficiencies in the prior art, it is provided that a kind of compact conformation, increases the alternative of joint form to adapt to the longitudinally connected node between different making and a kind of Multicarity steel plate shear force wall of construction requirement.
Above-mentioned technical problem of the present utility model is mainly addressed by following technical proposals:
A kind of longitudinally connected node between Multicarity steel plate shear force wall, including upper cavity unit and lower cavity unit, the top of described lower cavity unit is provided with dividing plate, the top of described dividing plate is provided with upper cavity unit, described upper cavity unit, dividing plate, lower cavity unit are in being fixedly connected to form shear wall, and the two side ends of described upper cavity unit inwall lower end is respectively equipped with liner plate.
As preferably, the outer wall of described upper cavity unit and the outer wall of lower cavity unit are same level EDS maps, and the outer wall of upper cavity unit is extended at the two ends of described dividing plate.
As preferably, making shear wall form some space cells by dividing plate, each space cell arranges a circular hole, and circular hole can be located in upper cavity unit or lower cavity unit, and adjacent circular holes is in being dislocatedly distributed.
As preferably, described upper cavity unit, dividing plate, lower cavity unit are in welding location.
Can arrange temporary connection plate assembly time in preparation, temporary connection plate assembly includes that temporary connection plate, the two side of described temporary connection plate outer end are respectively equipped with clamping plate.Temporary connection plate extends downward the outer wall of lower cavity unit along the outer wall of upper cavity unit, is fixed by bolt between described clamping plate and temporary connection plate.Outer wall at interval of two space cells is provided with temporary connection plate assembly.Temporary connection plate extends downward the outer wall of lower cavity unit along the outer wall of upper cavity unit, is fixed by bolt between described clamping plate and temporary connection plate.After having welded, temporary connection plate assembly to be cut away along shear wall outer wall.
Space cell is Openworks shape, and hollow out is formed generally rectangular cross-section, it is possible to be other shape.
Dividing plate is one piece, is provided with hole in dividing plate, and hole, upper cavity unit, lower cavity unit form space cell.
This utility model provides the longitudinally connected node between a kind of Multicarity steel plate shear force wall, rational in infrastructure, easy to process, improves globality, promotes power transmission requirement.
Accompanying drawing explanation
Fig. 1 is this utility model forward structure schematic diagram
Fig. 2 is the lateral structural representation of this utility model
Fig. 3 is the a-a profile of Fig. 2.
Detailed description of the invention
Below by embodiment, and combine accompanying drawing, the technical solution of the utility model is described in further detail.
Embodiment 1: as shown in Figure 1, Figure 2 and Figure 3, a kind of longitudinally connected node between Multicarity steel plate shear force wall, including upper cavity unit 1 and lower cavity unit 2, the top of described lower cavity unit 2 is provided with dividing plate 3, the top of described dividing plate 3 is provided with upper cavity unit 1, described upper cavity unit 1, dividing plate 3, lower cavity unit 2 are in being fixedly connected to form shear wall 4, and the two side ends of described upper cavity unit 1 inwall lower end is respectively equipped with liner plate 5.
The outer wall of described upper cavity unit 1 and the outer wall of lower cavity unit 2 are same level EDS maps, and the outer wall of upper cavity unit 1 is extended at the two ends of described dividing plate 3.
Making shear wall 4 form some space cells 6 by dividing plate 3, each space cell 6 arranges a circular hole 7, and circular hole 7 can be located in upper cavity unit 1 or lower cavity unit 2, and adjacent circular holes 7 is in being dislocatedly distributed.
Described upper cavity unit 1, dividing plate 3, lower cavity unit 2 are in welding location.
Claims (4)
1. the longitudinally connected node between a Multicarity steel plate shear force wall, it is characterized in that: include upper cavity unit (1) and lower cavity unit (2), the top of described lower cavity unit (2) is provided with dividing plate (3), the top of described dividing plate (3) is provided with upper cavity unit (1), described upper cavity unit (1), dividing plate (3), lower cavity unit (2) are in being fixedly connected to form shear wall (4), and the two side ends of described upper cavity unit (1) inwall lower end is respectively equipped with liner plate (5).
Longitudinally connected node between a kind of Multicarity steel plate shear force wall the most according to claim 1, it is characterized in that: the outer wall of described upper cavity unit (1) and the outer wall of lower cavity unit (2) are same level EDS maps, and the outer wall of upper cavity unit (1) is extended at the two ends of described dividing plate (3).
Longitudinally connected node between a kind of Multicarity steel plate shear force wall the most according to claim 1 and 2, it is characterized in that: make shear wall (4) form some space cells (6) by dividing plate (3), each space cell (6) arranges a circular hole (7), circular hole (7) can be located in upper cavity unit (1) or lower cavity unit (2), and adjacent circular holes (7) is in being dislocatedly distributed.
Longitudinally connected node between a kind of Multicarity steel plate shear force wall the most according to claim 1 and 2, it is characterised in that: described upper cavity unit (1), dividing plate (3), lower cavity unit (2) are in welding location.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620429396.6U CN205742624U (en) | 2016-05-12 | 2016-05-12 | Longitudinally connected node between Multicarity steel plate shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620429396.6U CN205742624U (en) | 2016-05-12 | 2016-05-12 | Longitudinally connected node between Multicarity steel plate shear force wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205742624U true CN205742624U (en) | 2016-11-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201620429396.6U Active CN205742624U (en) | 2016-05-12 | 2016-05-12 | Longitudinally connected node between Multicarity steel plate shear force wall |
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| CN (1) | CN205742624U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839814A (en) * | 2016-05-12 | 2016-08-10 | 浙江东南网架股份有限公司 | Longitudinal connecting joint between multi-cavity steel plate shear walls and operating method of longitudinal connecting joint |
| CN107740509A (en) * | 2017-11-13 | 2018-02-27 | 杭萧钢构股份有限公司 | A kind of splicing node of steel plate combined shear wall |
| CN107761991A (en) * | 2017-11-13 | 2018-03-06 | 杭萧钢构股份有限公司 | Splice node at a kind of steel plate combined shear wall variable cross-section |
| CN108005259A (en) * | 2017-11-13 | 2018-05-08 | 杭萧钢构股份有限公司 | A kind of steel plate combined shear wall splices node |
-
2016
- 2016-05-12 CN CN201620429396.6U patent/CN205742624U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839814A (en) * | 2016-05-12 | 2016-08-10 | 浙江东南网架股份有限公司 | Longitudinal connecting joint between multi-cavity steel plate shear walls and operating method of longitudinal connecting joint |
| CN107740509A (en) * | 2017-11-13 | 2018-02-27 | 杭萧钢构股份有限公司 | A kind of splicing node of steel plate combined shear wall |
| CN107761991A (en) * | 2017-11-13 | 2018-03-06 | 杭萧钢构股份有限公司 | Splice node at a kind of steel plate combined shear wall variable cross-section |
| CN108005259A (en) * | 2017-11-13 | 2018-05-08 | 杭萧钢构股份有限公司 | A kind of steel plate combined shear wall splices node |
| CN107740509B (en) * | 2017-11-13 | 2023-09-12 | 杭萧钢构股份有限公司 | Splicing node of steel plate combined shear wall |
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|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |