CN205742618U - A kind of combination shaped steel Multicarity steel plate shear force wall - Google Patents
A kind of combination shaped steel Multicarity steel plate shear force wall Download PDFInfo
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- CN205742618U CN205742618U CN201620429456.4U CN201620429456U CN205742618U CN 205742618 U CN205742618 U CN 205742618U CN 201620429456 U CN201620429456 U CN 201620429456U CN 205742618 U CN205742618 U CN 205742618U
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Abstract
This utility model relates to a kind of shear wall, particularly relates to a kind of combination shaped steel Multicarity steel plate shear force wall, belongs to field of steel structure.Including at least three H-shaped shaped steel and some steel plates, described H-shaped shaped steel is the shape distribution of same level interval, it is connected by steel plate between adjacent H-shaped shaped steel, described H-shaped shaped steel, steel plate form multi-cavity casing, the inwall of described multi-cavity casing is provided with shear stud, is provided with concrete in described multi-cavity casing.A kind of combination shaped steel Multicarity steel plate shear wall structure is reasonable, easy to process, improves globality and improves its ductility.
Description
Technical field
This utility model relates to a kind of shear wall, particularly relates to a kind of combination shaped steel Multicarity steel plate shear force wall, belongs to field of steel structure.
Background technology
Combination box-shaped steel plate shear force wall can give full play to the material behavior of steel and concrete, undertakes the effect of vertical load and horizontal force simultaneously.For ensureing the local stability of steel plate, box house need to arrange the measures such as riser.But because the setting of riser etc. is positioned at the inside of body of wall, bring inconvenience to construction.Additionally, the steel plate shear force wall end of routine and corner are all not provided with edge member, globality and the ductility of shear wall are relatively poor.
Chinese patent 201410198827.8, open a kind of shear wall structure, including side plate, side plate interior sides is provided with end shear wall, shear wall side, end is provided with shear wall between seam, side plate, connected by connecting tube between shear wall between end shear wall and seam, and connecting tube one end extends in outside side plate, and one end that connecting tube is positioned at outside side plate is provided with pipe clamp, pipe clamp is for by side plate, between end shear wall and seam, shear wall is fixed, reinforcing plate is installed outside shear wall between seam, it is connected by built-in screw is fixing between shear wall between reinforcing plate with seam, steel plate for sealing water it is provided with in side plate, steel plate for sealing water more than one, and bottom steel plate for sealing water, all it is transversely provided with ribbed stiffener, ribbed stiffener is connected and has sealing gasket between bottom steel plate for sealing water.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, can form multiple closed cavity, improves a kind of combination shaped steel Multicarity steel plate shear force wall of intensity further.
Above-mentioned technical problem of the present utility model is mainly addressed by following technical proposals:
A kind of combination shaped steel Multicarity steel plate shear force wall, including at least three H-shaped shaped steel and some steel plates, described H-shaped shaped steel is the shape distribution of same level interval, it is connected by steel plate between adjacent H-shaped shaped steel, described H-shaped shaped steel, steel plate form multi-cavity casing, the inwall of described multi-cavity casing is provided with shear stud, is provided with concrete in described multi-cavity casing.
As preferably, it is connected by rectangular steel pipe between multi-cavity casing, described rectangular steel pipe is provided with concrete.
As preferably, the outer wall of homonymy steel plate, the outer wall of H-shaped shaped steel are same level EDS maps, and described H-shaped shaped steel is connected by welding or bolt are fixing with between steel plate.
As preferably, described multi-cavity casing is in " one " shape, or the one in " L " shape, " T " shape, " ten " shape.
As preferably, described shear stud is respectively provided at the inwall of the web of H-shaped shaped steel, steel plate.
As preferably, the web of the H-shaped shaped steel of body of wall end is provided with ribs.
H-shaped shaped steel is hot rolled H-shaped or welded H shape shaped steel or high-frequency welding H-shaped shaped steel.
Rectangular steel pipe is high-frequency welding rectangular steel pipe or cold bending thin wall rectangular steel pipe or welds box-shaped.
Concrete is normal concrete, high-strength concrete or self-compacting concrete.
This utility model provides one combination shaped steel Multicarity steel plate shear force wall, rational in infrastructure, easy to process, improves globality and improves its ductility.
Accompanying drawing explanation
Fig. 1 be this utility model embodiment 1(bolt connect) floor map；
Fig. 2 is this utility model embodiment 1(solder design) floor map；
Fig. 3 is the structural representation of Fig. 1；
Fig. 4 is the structural representation of Fig. 1；
Fig. 5 is the structural representation of Fig. 2；
Fig. 6 be this utility model embodiment 2(bolt connect) floor map；
Fig. 7 is this utility model embodiment 2(solder design) floor map；
Fig. 8 is the structural representation of Fig. 7；
Fig. 9 be this utility model embodiment 3(bolt connect) floor map；
Figure 10 is this utility model embodiment 3(solder design) floor map；
Figure 11 is the structural representation of Figure 10；
Figure 12 be this utility model embodiment 4(bolt connect) floor map；
Figure 13 is this utility model embodiment 4(solder design) floor map；
Figure 14 is the structural representation of Figure 13.
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 Figure 1-5, a kind of combination shaped steel Multicarity steel plate shear force wall, four H-shaped shaped steel 1 become multi-cavity casing 3 with six block plate 2 bolt or solder design；Described multi-cavity casing 3 end H-shaped shaped steel 1 arranges ribbed stiffener 7, and the inwall of described multi-cavity casing 3 is provided with shear stud 4 along short transverse；Described multi-cavity casing 3 is " one " font closed；Casting concrete 5 in the cavity of described multi-cavity casing 3, described concrete 5 and steel plate 2, H-shaped shaped steel 1 are connected by described shear stud 4.Described concrete 5 is normal concrete.
Embodiment 2:
As shown in figs 6-8, a kind of combination shaped steel Multicarity steel plate shear force wall, 6, five H-shaped shaped steel 1 of a rectangular steel pipe become multi-cavity casing with ten block plate 2 bolt or solder design；Described multi-cavity casing 3 end H-shaped shaped steel 1 arranges ribbed stiffener 7, and the inwall of described multi-cavity casing 3 is provided with shear stud 4 along short transverse；Described multi-cavity casing 3 is " L " font closed；Casting concrete 5 in the cavity of described multi-cavity casing 3, described concrete 5 and steel plate 2, H-shaped shaped steel 1 are connected by described shear stud 4.Described concrete 5 is normal concrete.
Embodiment 3:
As shown in figs. 9-11, a kind of combination shaped steel Multicarity steel plate shear force wall；Described multi-cavity casing 3 is " T " font closed；Described concrete 5 is high-strength concrete.Other are with embodiment 2.
Embodiment four:
As shown in figs. 12-14, a kind of combination shaped steel Multicarity steel plate shear force wall, 6, eight H-shaped shaped steel 1 of a rectangular steel pipe become multi-cavity casing 3 with 16 block plate 2 bolt or solder design；Described multi-cavity casing 3 is " ten " font closed；Described concrete 5 is self-compacting concrete.Other are with embodiment 2.
Claims (6)
1. a combination shaped steel Multicarity steel plate shear force wall, it is characterized in that: include at least three H-shaped shaped steel (1) and some steel plates (2), described H-shaped shaped steel (1) is spaced shape distribution in same level, it is connected by steel plate (2) between adjacent H-shaped shaped steel (1), described H-shaped shaped steel (1), steel plate (2) form multi-cavity casing (3), the inwall of described multi-cavity casing (3) is provided with shear stud (4), is provided with concrete (5) in described multi-cavity casing (3).
A kind of combination shaped steel Multicarity steel plate shear force wall the most according to claim 1, it is characterised in that: it is connected by rectangular steel pipe (6) between multi-cavity casing (3), described rectangular steel pipe (6) is provided with concrete (5).
A kind of combination shaped steel Multicarity steel plate shear force wall the most according to claim 1, it is characterized in that: the outer wall of homonymy steel plate (2), the outer wall of H-shaped shaped steel (1) are same level EDS maps, described H-shaped shaped steel (1) is connected by welding or bolt are fixing with between steel plate (2).
A kind of combination shaped steel Multicarity steel plate shear force wall the most according to claim 1 and 2, it is characterised in that: described multi-cavity casing (3) is in " one " shape, or the one in " L " shape, " T " shape, " ten " shape.
A kind of combination shaped steel Multicarity steel plate shear force wall the most according to claim 1 and 2, it is characterised in that: described shear stud (4) is respectively provided at the web of H-shaped shaped steel (1), the inwall of steel plate (2).
A kind of combination shaped steel Multicarity steel plate shear force wall the most according to claim 1 and 2, it is characterised in that: the web of the H-shaped shaped steel (1) of body of wall end is provided with ribs (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620429456.4U CN205742618U (en) | 2016-05-12 | 2016-05-12 | A kind of combination shaped steel Multicarity steel plate shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620429456.4U CN205742618U (en) | 2016-05-12 | 2016-05-12 | A kind of combination shaped steel Multicarity steel plate shear force wall |
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| CN205742618U true CN205742618U (en) | 2016-11-30 |
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| CN201620429456.4U Active CN205742618U (en) | 2016-05-12 | 2016-05-12 | A kind of combination shaped steel Multicarity steel plate shear force wall |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989232A (en) * | 2018-01-12 | 2018-05-04 | 重庆凌锋投资管理有限公司 | A kind of Prefabricated composite assembling steel plate shear wall |
| CN114059687A (en) * | 2021-12-28 | 2022-02-18 | 重庆大学 | Assembled steel concrete combined shear wall and construction method |
-
2016
- 2016-05-12 CN CN201620429456.4U patent/CN205742618U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989232A (en) * | 2018-01-12 | 2018-05-04 | 重庆凌锋投资管理有限公司 | A kind of Prefabricated composite assembling steel plate shear wall |
| CN114059687A (en) * | 2021-12-28 | 2022-02-18 | 重庆大学 | Assembled steel concrete combined shear wall and construction method |
| CN114059687B (en) * | 2021-12-28 | 2023-02-03 | 重庆大学 | Assembled steel concrete combined shear wall and construction method |
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