CN207988220U - Combined steel plate shearing force wall - Google Patents
Combined steel plate shearing force wall Download PDFInfo
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- CN207988220U CN207988220U CN201820370942.2U CN201820370942U CN207988220U CN 207988220 U CN207988220 U CN 207988220U CN 201820370942 U CN201820370942 U CN 201820370942U CN 207988220 U CN207988220 U CN 207988220U
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- wall
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- steel plate
- shearing force
- newel post
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Abstract
The utility model is related to building structure technology fields, more particularly to combined steel plate shearing force wall, including at least one wall and at least two, the newel post at wall both ends is set, the shear wall of diversified forms is formed by the combination of wall and newel post, wall includes two blocks of steel plates being oppositely arranged, it is connected by the ribbed stiffener of undaform between two blocks of steel plates, is connected by plug welding mode between the top and steel plate at ribbed stiffener inflection point；Newel post includes square steel, and two pieces of edgess of plate are connect with two edges of a side of square steel by welded corner joint mode respectively；Concrete is filled in the cavity that the inner cavity of square steel and square steel are formed after being connect with two blocks of steel plates.The shear wall has stable structure, the characteristics of being unlikely to deform.
Description
Technical field
The utility model is related to building structure technology fields, and in particular to combined steel plate shearing force wall.
Background technology
In the wall structure of existing structure, existing shear wall be easy to cause metope after casting concrete and heaves
Deformation, causes the structural instability of shear wall, and existing shear wall, there is also complicated, difficulty of processing is big, at
This high defect.
Invention content
To solve problems of the prior art, the purpose of this utility model is to provide combined steel plate shearing force walls, should
Shear wall has stable structure, the characteristics of being unlikely to deform.
Technical solution used by the utility model is as follows：
Newel post at wall both ends is arranged in combined steel plate shearing force wall, including at least one wall and at least two, passes through wall
The combination of body and newel post forms the shear wall of diversified forms, and wall includes two blocks of steel plates being oppositely arranged, and is led between two blocks of steel plates
The ribbed stiffener connection of undaform is crossed, is connected by plug welding mode between the top and steel plate at ribbed stiffener inflection point；
Newel post includes square steel, and two pieces of edgess of plate pass through welded corner joint side with two edges of a side of square steel respectively
Formula connects；
Concrete is filled in the cavity that the inner cavity of square steel and square steel are formed after being connect with two blocks of steel plates.
Including a wall and two newel posts, two newel posts are separately positioned on the both ends of wall.
Including two walls and three newel posts, two walls are mutually perpendicular to, the setting of one of newel post two walls it
Between turning outside, other two newel post is separately positioned on the free end of two walls.
Including four walls and five newel posts, four walls are in cross distribution, and four walls are held with one of respectively
Four sides of column connect, remaining four newel post connect with the free end of four walls respectively.
Including three walls and four newel posts, three T-shaped distributions of wall, three walls, three with a newel post respectively
Side connects, and excess-three newel post connect with the free end of three walls respectively.
The cross sectional shape of the ribbed stiffener is V-type, M types or the W type repeated.
Compared with prior art, the utility model has the advantages that：
The combined steel plate shearing force wall of the utility model includes that at least one wall and at least two are arranged at wall both ends
Newel post, therefore the shear wall of diversified forms can be combined by the combination of newel post and wall；Wall includes two be oppositely arranged
Block steel plate is connected by the ribbed stiffener of undaform between two blocks of steel plates, passes through plug between the top and steel plate at ribbed stiffener inflection point
Weldering mode connects, therefore the invigoration effect for passing through ribbed stiffener so that the steel plate non-deformability as metope enhances；When two blocks of steel
Between plate after casting concrete, steel plate is not easy to heave deformation so that the good integrity of shear wall, stable structure；Two blocks of steel plates
Edge respectively with the square steel welding as newel post's skeleton, therefore, the combined steel plate shearing force wall of the utility model have it is simple in structure,
It is easy for construction, save cost the characteristics of.
Further, the cross sectional shape of ribbed stiffener is V-type, M types or the W type repeated, therefore, when pouring coagulation between steel plate
After soil, each edge of ribbed stiffener is not easy to be elongated so that the overall stiffness of wall enhances, and is unlikely to deform.
Description of the drawings
Fig. 1 is the structural schematic diagram of the "-" type combined steel plate shearing force wall of the utility model；
Fig. 2 is the structural schematic diagram of the L-type combined steel plate shearing force wall of the utility model；
Fig. 3 is the structural schematic diagram of the cross combined steel plate shearing force wall of the utility model；
Fig. 4 is the structural schematic diagram of the T-type combined steel plate shearing force wall of the utility model.
Wherein, 1- steel plates, 2- square steel, 3- ribbed stiffeners, 4- concrete.
Specific implementation mode
The utility model is further described with reference to the accompanying drawings and examples.
The combined steel plate shearing force wall of the utility model, including at least one wall and at least two are arranged at wall both ends
Newel post, forms the shear wall of diversified forms by the combination of wall and newel post, and wall includes two blocks of steel plates 1 being oppositely arranged, and two
It is connected by the ribbed stiffener of undaform 3 between block steel plate 1, the cross sectional shape of ribbed stiffener 3 is V-type, M types or the W type repeated, is put more energy into
It is connected by plug welding mode between top and steel plate 1 at 3 inflection point of rib；Newel post includes square steel 2, the edge difference of two blocks of steel plates 1
It is connect by welded corner joint mode with two edges of a side of square steel 2；The inner cavity of square steel 2 and square steel 2 and two blocks of steel plates 1
Concrete 4 is filled in the cavity formed after connection.
Embodiment 1
When combined steel plate shearing force wall is "-" type combined steel plate shearing force wall, combined steel plate shearing force wall include wall and
Two newel posts, two newel posts are separately positioned on the both ends of wall.
Embodiment 2
When combined steel plate shearing force wall is L-type combined steel plate shearing force wall, including two walls and three newel posts, two walls
It is mutually perpendicular to, the outside at the turning between two walls is arranged in one of newel post, and other two newel post is separately positioned on two
The free end of wall.
Embodiment 3
When combined steel plate shearing force wall is cross combined steel plate shearing force wall, including four walls and five newel posts, four
Wall is in cross distribution, and four walls connect with four sides of one of newel post respectively, remaining four newel post respectively with
The free end connection of four walls.
Embodiment 4
When combined steel plate shearing force wall is T-type combined steel plate shearing force wall, including three walls and four newel posts, three walls
T-shaped distribution, three walls are connect with three sides of a newel post respectively, excess-three newel post respectively with three walls from
It is connected by end.
When needing the shear wall of other forms, it is combined by the wall and newel post of the utility model.
Claims (6)
1. combined steel plate shearing force wall, which is characterized in that be arranged at the end at wall both ends including at least one wall and at least two
Column, wall include two pieces of steel plates (1) being oppositely arranged, and are connected, are added by the ribbed stiffener (3) of undaform between two pieces of steel plates (1)
It is connect by plug welding mode between top and steel plate (1) at strength rib (3) inflection point；
Newel post includes square steel (2), and the edge of two pieces of steel plates (1) passes through angle with two edges of a side of square steel (2) respectively
Welding manner connects；
Concrete (4) is filled in the cavity that the inner cavity of square steel (2) and square steel (2) are formed after being connect with two pieces of steel plates (1).
2. combined steel plate shearing force wall according to claim 1, which is characterized in that including a wall and two newel posts, two
A newel post is separately positioned on the both ends of wall.
3. combined steel plate shearing force wall according to claim 1, which is characterized in that including two walls and three newel posts, two
A wall is mutually perpendicular to, and the outside at the turning between two walls is arranged in one of newel post, and other two newel post is respectively set
In the free end of two walls.
4. combined steel plate shearing force wall according to claim 1, which is characterized in that including four walls and five newel posts, four
A wall is in cross distribution, and four walls are connect with four sides of one of newel post respectively, remaining four newel post's difference
It is connect with the free end of four walls.
5. combined steel plate shearing force wall according to claim 1, which is characterized in that including three walls and four newel posts, three
A T-shaped distribution of wall, three walls are connect with three sides of a newel post respectively, excess-three newel post respectively with three walls
The free end of body connects.
6. combined steel plate shearing force wall according to claim 1, which is characterized in that the cross sectional shape of the ribbed stiffener (3) is
V-type, M types or the W types repeated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820370942.2U CN207988220U (en) | 2018-03-19 | 2018-03-19 | Combined steel plate shearing force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820370942.2U CN207988220U (en) | 2018-03-19 | 2018-03-19 | Combined steel plate shearing force wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207988220U true CN207988220U (en) | 2018-10-19 |
Family
ID=63827216
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820370942.2U Active CN207988220U (en) | 2018-03-19 | 2018-03-19 | Combined steel plate shearing force wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN207988220U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021587A (en) * | 2019-12-29 | 2020-04-17 | 北京工业大学 | Double-layer steel plate composite shear wall with transverse type hole-opening corrugated web |
| CN111021589A (en) * | 2019-12-29 | 2020-04-17 | 北京工业大学 | Double-layer steel plate composite shear wall with corrugated steel plates resisting side drawknot |
| CN111042397A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-layer steel plate composite shear wall formed by pulling and connecting I-shaped steel components of staggered corrugated webs |
| CN111042393A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-layer steel plate composite shear wall with symmetrically-arranged open-hole corrugated web plates in drawknot mode |
| CN111042394A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet composite shear wall that division hole wave form web was stiffened |
| CN111042396A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-layer steel plate composite shear wall with transversely staggered corrugated web plate I-shaped steel members |
| CN111101624A (en) * | 2019-12-29 | 2020-05-05 | 北京工业大学 | Double-layer steel plate shear wall with symmetrically-arranged corrugated web plates in drawknot mode |
| CN111188431A (en) * | 2019-12-29 | 2020-05-22 | 北京工业大学 | Double-layer steel plate combined shear wall of truss type drawknot of I-shaped steel member with corrugated web |
| CN117005578A (en) * | 2023-10-07 | 2023-11-07 | 中交第四航务工程勘察设计院有限公司 | Steel bar net rack steel plate combined shear wall |
-
2018
- 2018-03-19 CN CN201820370942.2U patent/CN207988220U/en active Active
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021587A (en) * | 2019-12-29 | 2020-04-17 | 北京工业大学 | Double-layer steel plate composite shear wall with transverse type hole-opening corrugated web |
| CN111021589A (en) * | 2019-12-29 | 2020-04-17 | 北京工业大学 | Double-layer steel plate composite shear wall with corrugated steel plates resisting side drawknot |
| CN111042397A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-layer steel plate composite shear wall formed by pulling and connecting I-shaped steel components of staggered corrugated webs |
| CN111042393A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-layer steel plate composite shear wall with symmetrically-arranged open-hole corrugated web plates in drawknot mode |
| CN111042394A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet composite shear wall that division hole wave form web was stiffened |
| CN111042396A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-layer steel plate composite shear wall with transversely staggered corrugated web plate I-shaped steel members |
| CN111101624A (en) * | 2019-12-29 | 2020-05-05 | 北京工业大学 | Double-layer steel plate shear wall with symmetrically-arranged corrugated web plates in drawknot mode |
| CN111188431A (en) * | 2019-12-29 | 2020-05-22 | 北京工业大学 | Double-layer steel plate combined shear wall of truss type drawknot of I-shaped steel member with corrugated web |
| CN111042396B (en) * | 2019-12-29 | 2020-11-03 | 北京工业大学 | Double-layer steel plate composite shear wall with transversely staggered corrugated web plate I-shaped steel members |
| CN111021587B (en) * | 2019-12-29 | 2020-11-27 | 北京工业大学 | Double-layer steel plate composite shear wall with transverse type hole-opening corrugated web |
| CN111042397B (en) * | 2019-12-29 | 2020-11-27 | 北京工业大学 | Double-layer steel plate composite shear wall formed by pulling and connecting I-shaped steel components of staggered corrugated webs |
| CN111042394B (en) * | 2019-12-29 | 2020-11-27 | 北京工业大学 | Double-deck steel sheet composite shear wall that division hole wave form web was stiffened |
| CN111101624B (en) * | 2019-12-29 | 2021-02-05 | 北京工业大学 | Double-layer steel plate shear wall with symmetrically-arranged corrugated web plates in drawknot mode |
| CN117005578A (en) * | 2023-10-07 | 2023-11-07 | 中交第四航务工程勘察设计院有限公司 | Steel bar net rack steel plate combined shear wall |
| CN117005578B (en) * | 2023-10-07 | 2023-12-19 | 中交第四航务工程勘察设计院有限公司 | Steel bar net rack steel plate combined shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190805 Address after: 710055 Shaanxi province Xi'an Beilin District Yanta Road No. 13 Patentee after: Xi'an construction division big Assets Management Co., Ltd. Address before: 710055 Shaanxi province Xi'an Beilin District Yanta Road No. 13 Patentee before: Xi'an Architectural Sci & Tech. Univ. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190828 Address after: 710055 Campus of Xi'an University of Architectural Science and Technology, No. 13 Yanta Road, Beilin District, Xi'an City, Shaanxi Province Patentee after: Xi'an Jianda Assembly Steel Structure Research Institute Co., Ltd. Address before: 710055 Shaanxi province Xi'an Beilin District Yanta Road No. 13 Patentee before: Xi'an construction division big Assets Management Co., Ltd. |
|
| TR01 | Transfer of patent right |