CN205742541U - A kind of girder steel and the connection node of Multicarity steel plate shear force wall - Google Patents
A kind of girder steel and the connection node of Multicarity steel plate shear force wall Download PDFInfo
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- CN205742541U CN205742541U CN201620429428.2U CN201620429428U CN205742541U CN 205742541 U CN205742541 U CN 205742541U CN 201620429428 U CN201620429428 U CN 201620429428U CN 205742541 U CN205742541 U CN 205742541U
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Abstract
This utility model relates to a kind of connection node, particularly relates to the connection node of a kind of girder steel and Multicarity steel plate shear force wall, belongs to field of steel structure.Including steel plate shear force wall and girder steel, described girder steel is located at the outer wall of steel plate shear force wall, in described steel plate shear force wall, the upper end of terminal units is provided with stiffening diaphragm, in described steel plate shear force wall, the lower end of terminal units is provided with lower stiffening diaphragm, the inwall of described steel plate shear force wall is provided with at least one angle steel component, is provided with concrete in described steel plate shear force wall.A kind of girder steel is reasonable with the connecting joint structure of Multicarity steel plate shear force wall, easy to process, improves globality and improves its ductility.
Description
Technical field
This utility model relates to a kind of connection node, particularly relates to the connection node of a kind of girder steel and 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, the connection node of the alternative of increase joint form a kind of girder steel Yu Multicarity steel plate shear force wall to adapt to different making and construction requirement.
Above-mentioned technical problem of the present utility model is mainly addressed by following technical proposals:
A kind of girder steel and the connection node of Multicarity steel plate shear force wall, including steel plate shear force wall and girder steel, described girder steel is located at the outer wall of steel plate shear force wall, in described steel plate shear force wall, the upper end of terminal units is provided with stiffening diaphragm, in described steel plate shear force wall, the lower end of terminal units is provided with lower stiffening diaphragm, the inwall of described steel plate shear force wall is provided with at least one angle steel component, is provided with concrete in described steel plate shear force wall；
Described angle steel component includes the angle steel being located at steel plate shear force wall inwall a pair, is provided with fixed plate between angle steel；
Described girder steel includes web, the top of described web is provided with the top flange plate fixed with upper stiffening diaphragm, the bottom of described web is provided with the bottom wing listrium fixed with lower stiffening diaphragm, and the outer wall of described steel plate shear force wall is provided with the connecting plate fixed with web.
Between upper stiffening diaphragm and top flange plate, being respectively welded fixing between lower stiffening diaphragm and bottom wing listrium, the top of upper stiffening diaphragm and the top of top flange plate are same level EDS maps, and the bottom of lower stiffening diaphragm and the bottom of bottom wing listrium are same level EDS maps.
As preferably, between described upper stiffening diaphragm and steel plate shear force wall inwall, lower stiffening diaphragm and and steel plate shear force wall inwall between fixing by longitudinally cutting off respectively.
As preferably, fixed by equally distributed bolt between described connecting plate and web.
As preferably, the corner of described upper stiffening diaphragm and lower stiffening diaphragm is respectively equipped with hole.
Girder steel is H profile steel beam or box beam.
Concrete is normal concrete, high-strength concrete or self-compacting concrete.
This utility model provides the connection node of a kind of girder steel and Multicarity steel plate shear force wall, rational in infrastructure, easy to process, improves globality and improves its ductility.
Accompanying drawing explanation
Fig. 1 is the lateral structural representation of this utility model embodiment 1；
Fig. 2 is a-a profile in Fig. 1；
Fig. 3 is the lateral structural representation of this utility model embodiment 2；
Fig. 4 is b-b profile in Fig. 3.
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 depicted in figs. 1 and 2, a kind of girder steel and the connection node of Multicarity steel plate shear force wall, including steel plate shear force wall 1 and girder steel 2, described girder steel 2 is located at the outer wall of steel plate shear force wall 1, in described steel plate shear force wall 1, the upper end of terminal units is provided with stiffening diaphragm 3, in described steel plate shear force wall 1, the lower end of terminal units is provided with lower stiffening diaphragm 4, and the inwall of described steel plate shear force wall 1 is provided with at least one angle steel component, is provided with concrete 5 in described steel plate shear force wall 1；
Described angle steel component includes the angle steel 6 being located at steel plate shear force wall 1 inwall a pair, is provided with fixed plate 7 between angle steel 6；
Described girder steel 2 includes web 8, the top of described web 8 is provided with the top flange plate 9 fixed with upper stiffening diaphragm 3, the bottom of described web 8 is provided with the bottom wing listrium 10 fixed with lower stiffening diaphragm 4, and the outer wall of described steel plate shear force wall 1 is provided with the connecting plate 11 fixed with web 8.
Fix by longitudinally cutting off 12 respectively between described upper stiffening diaphragm 3 and steel plate shear force wall 1 inwall, between lower stiffening diaphragm 4 and steel plate shear force wall 1 inwall.
Fixed by equally distributed bolt between described connecting plate 11 and web 8.
Embodiment 2:
As shown in Figure 3 and Figure 4, a kind of girder steel and the connection node of Multicarity steel plate shear force wall, including steel plate shear force wall 1 and girder steel 2, described girder steel 2 is located at the outer wall of steel plate shear force wall 1, in described steel plate shear force wall 1, the upper end of terminal units is provided with stiffening diaphragm 3, in described steel plate shear force wall 1, the lower end of terminal units is provided with lower stiffening diaphragm 4, and the inwall of described steel plate shear force wall 1 is provided with at least one angle steel component, is provided with concrete 5 in described steel plate shear force wall 1；
Described angle steel component includes the angle steel 6 being located at steel plate shear force wall 1 inwall a pair, is provided with fixed plate 7 between angle steel 6；
Described girder steel 2 includes web 8, the top of described web 8 is provided with the top flange plate 9 fixed with upper stiffening diaphragm 3, the bottom of described web 8 is provided with the bottom wing listrium 10 fixed with lower stiffening diaphragm 4, and the outer wall of described steel plate shear force wall 1 is provided with the connecting plate 11 fixed with web 8.
Fix by longitudinally cutting off 12 respectively between described upper stiffening diaphragm 3 and steel plate shear force wall 1 inwall, between lower stiffening diaphragm 4 and steel plate shear force wall 1 inwall.
Fixed by equally distributed bolt between described connecting plate 11 and web 8.
The corner of described upper stiffening diaphragm 3 and lower stiffening diaphragm 4 is respectively equipped with hole 13.
Claims (4)
1. a girder steel and the connection node of Multicarity steel plate shear force wall, it is characterized in that: include steel plate shear force wall (1) and girder steel (2), described girder steel (2) is located at the outer wall of steel plate shear force wall (1), in described steel plate shear force wall (1), the upper end of terminal units is provided with stiffening diaphragm (3), in described steel plate shear force wall (1), the lower end of terminal units is provided with lower stiffening diaphragm (4), the inwall of described steel plate shear force wall (1) is provided with at least one angle steel component, is provided with concrete (5) in described steel plate shear force wall (1)；
Described angle steel component includes the angle steel (6) being located at steel plate shear force wall (1) inwall a pair, is provided with fixed plate (7) between angle steel (6)；
Described girder steel (2) includes web (8), the top of described web (8) is provided with the top flange plate (9) fixed with upper stiffening diaphragm (3), the bottom of described web (8) is provided with the bottom wing listrium (10) fixed with lower stiffening diaphragm (4), and the outer wall of described steel plate shear force wall (1) is provided with the connecting plate (11) fixed with web (8).
The connection node of a kind of girder steel the most according to claim 1 and Multicarity steel plate shear force wall, it is characterised in that: between described upper stiffening diaphragm (3) and steel plate shear force wall (1) inwall, fixing by longitudinally partition (12) respectively between lower stiffening diaphragm (4) and steel plate shear force wall (1) inwall.
A kind of girder steel the most according to claim 1 and 2 and the connection node of Multicarity steel plate shear force wall, it is characterised in that: fixed by equally distributed bolt between described connecting plate (11) and web (8).
A kind of girder steel the most according to claim 1 and 2 and the connection node of Multicarity steel plate shear force wall, it is characterised in that: described upper stiffening diaphragm (3) and the corner of lower stiffening diaphragm (4) are respectively equipped with hole (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620429428.2U CN205742541U (en) | 2016-05-12 | 2016-05-12 | A kind of girder steel and the connection node of Multicarity steel plate shear force wall |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201620429428.2U CN205742541U (en) | 2016-05-12 | 2016-05-12 | A kind of girder steel and the connection node of Multicarity steel plate shear force wall |
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| CN205742541U true CN205742541U (en) | 2016-11-30 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105952027A (en) * | 2016-05-12 | 2016-09-21 | 浙江东南网架股份有限公司 | Girder and multi-cavity steel plate shear wall connecting node and operation method thereof |
| CN112095848A (en) * | 2020-09-14 | 2020-12-18 | 哈尔滨工业大学 | Multi-cavity steel plate-concrete combined shear wall and assembling method thereof |
-
2016
- 2016-05-12 CN CN201620429428.2U patent/CN205742541U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105952027A (en) * | 2016-05-12 | 2016-09-21 | 浙江东南网架股份有限公司 | Girder and multi-cavity steel plate shear wall connecting node and operation method thereof |
| CN105952027B (en) * | 2016-05-12 | 2018-08-03 | 浙江东南网架股份有限公司 | A kind of connecting node and its operating method of girder steel and Multicarity steel plate shear force wall |
| CN112095848A (en) * | 2020-09-14 | 2020-12-18 | 哈尔滨工业大学 | Multi-cavity steel plate-concrete combined shear wall and assembling method thereof |
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