CN207988213U - A kind of combined steel plate shearing force wall with steel bar girder - Google Patents
A kind of combined steel plate shearing force wall with steel bar girder Download PDFInfo
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- CN207988213U CN207988213U CN201820382260.3U CN201820382260U CN207988213U CN 207988213 U CN207988213 U CN 207988213U CN 201820382260 U CN201820382260 U CN 201820382260U CN 207988213 U CN207988213 U CN 207988213U
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- steel plate
- steel
- bar girder
- square tubular
- steel bar
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Abstract
The utility model discloses a kind of combined steel plate shearing force walls with steel bar girder, including the first steel plate, the second steel plate, steel bar girder and square tubular column；Two square tubular columns are vertically arranged, and parallel in the vertical direction between opposite two faces of two square tubular columns are welded with the first steel plate and the second steel plate；The distance between first steel plate and the second steel plate are equal to the interior length of side of square tubular column cross section；Several steel bar girders are evenly arranged between first steel plate and the second steel plate, in the V-shaped branch of each two adjacent steel bar girder of same level, the first steel plate, the second steel plate and two square tubular columns form the "-" type steel plate shear force wall with steel bar girder；The utility model adds steel bar girder as ribbed stiffener between two blocks of steel plates, steel bar girder ribbed stiffener is in V-shape branch, strong shock resistance, enhance the connection between two blocks of steel plates, the stability for increasing shear wall, when shear wall is by external force, concrete extrusion will not make steel plate protuberance strut welding position.
Description
Technical field
The utility model belongs to combined steel plate shearing force wall field, more particularly to a kind of combined steel plate shearing with steel bar girder
Wall.
Background technology
Shear wall is primarily subjected to horizontal loading caused by wind load or geological process and vertical lotus in house or structures
The wall of load plays a part of preventing structure shear from destroying.In the prior art, the combined steel plate shearing force wall for being filled with concrete exists
When being squeezed, internal concrete can deform so that steel plate protuberance, influences the structural stability of this wall, while can strut
Weld part thereby reduces service life；Traditional ribbed stiffener is straight panel shape, and when by the power of different directions, board-type adds
The anti-pressure ability of strength rib is unsatisfactory, while straight panel ribbed stiffener consumable quantity is big, and weight is of high cost greatly.
Utility model content
The purpose of this utility model is to provide a kind of combined steel plate shearing force walls with steel bar girder, to solve above-mentioned ask
Topic.
To achieve the above object, the utility model uses following technical scheme：
A kind of combined steel plate shearing force wall with steel bar girder, including the first steel plate, the second steel plate, steel bar girder and square steel
Column；Two square tubular columns are vertically arranged, and parallel in the vertical direction between opposite two faces of two square tubular columns are welded with first
Steel plate and the second steel plate；The distance between first steel plate and the second steel plate are equal to the interior length of side of square tubular column cross section；First steel plate
And second be evenly arranged with several steel bar girders between steel plate, is in " V " in each two adjacent steel bar girder of same level
Font branch, the first steel plate, the second steel plate and two square tubular columns form the "-" type steel plate shear force wall with steel bar girder；
Further, concrete is filled between the first steel plate and the second steel plate；Concrete is filled in two square tubular columns.
Further, steel bar girder is first connect with the second steel plate with fillet weld, is then passed through as a whole with the first steel plate
Plug welding is welded.
Further, two "-" type steel plate shear force walls with steel bar girder surround two of a square tubular column arbitrary neighborhood
Face vertical welding forms the L-shaped steel plate combined shear wall with steel bar girder, two "-" type steel plate shear force walls with steel bar girder
Tie point share a square tubular column.
Further, three "-" type steel plate shear force walls with steel bar girder surround three face vertical weldings of a square tubular column
The T steel board group combination shearing wall with steel bar girder is formed, the tie point of three "-" type steel plate shear force walls with steel bar girder is total
With a square tubular column.
Further, four "-" type steel plate shear force walls with steel bar girder surround four face vertical weldings of a square tubular column
Form the cross steel plate combined shear wall with steel bar girder, the tie point of four "-" type steel plate shear force walls with steel bar girder
Share a square tubular column.
Compared with prior art, the utility model has following technique effect：
The utility model adds steel bar girder as ribbed stiffener between two blocks of steel plates, and steel bar girder ribbed stiffener is in V-shape
Branch, strong shock resistance enhance the connection between two blocks of steel plates, to increase the stability of shear wall, shear wall by
Steel plate protuberance will not be made to strut welding position to concrete extrusion when external force, prevent the destruction of structure shear power；
The steel bar girder ribbed stiffener materials of the utility model are few, save cost of manufacture；
It is small that the muscle truss ribbed stiffener materials of the utility model lack weight, is readily transported.
Description of the drawings
Fig. 1 is combined steel plate shearing force wall vertical view of the linear type with steel bar girder；
Fig. 2 is combined steel plate shearing force wall vertical view of the L-shaped with steel bar girder；
Fig. 3 is combined steel plate shearing force wall vertical view of the T shapes with steel bar girder；
Fig. 4 is combined steel plate shearing force wall vertical view of the cross with steel bar girder；
Wherein：1, the first steel plate；2, the second steel plate；3, steel bar girder；4, concrete；5, square tubular column.
Specific implementation mode
The utility model is further illustrated below in conjunction with attached drawing：
Please refer to Fig.1-Fig. 4, a kind of combined steel plate shearing force wall with steel bar girder, including the first steel plate 1, the second steel plate 2,
Steel bar girder 3 and square tubular column 5；Two square tubular columns 5 are vertically arranged, and in vertical side between opposite two faces of two square tubular columns 5
It is parallel upwards to be welded with the first steel plate 1 and the second steel plate 2；The distance between first steel plate 1 and the second steel plate 2 are equal to square tubular column 5
The interior length of side of cross section；Several steel bar girders 3 are evenly arranged between first steel plate 1 and the second steel plate 2, in same level
3 V-shaped branch of each two adjacent steel bar girder, the first steel plate 1, the second steel plate 2 and two square tubular columns 5 form band reinforcing bar
The "-" type steel plate shear force wall of truss；
After steel bar girder 3 is welded, the fill concrete 4 between the first steel plate 1 and the second steel plate 2；Then two sides
Concrete 4 is filled in steel column 5.
Steel bar girder 3 is first connect with the second steel plate 2 with fillet weld, is then welded as a whole by plug welding with the first steel plate 1
It connects.
Centered on a square tubular column 5, in two face vertical welding "-" type steel plate shear force walls of 5 arbitrary neighborhood of square tubular column
Sheet steel sections, then then welded reinforcement truss 3 welds square tubular column 5 in the end of steel plate, forms the L-shaped with steel bar girder
Steel plate combined shear wall.
Centered on a square tubular column 5, in the steel plate portion of 5 three face vertical welding "-" type steel plate shear force walls of square tubular column
Point, then welded reinforcement truss 3, then welds square tubular column 5 in the end of steel plate, forms the T steel board group with steel bar girder and closes
Shear wall.
Centered on a square tubular column 5, in the steel plate portion of 5 four face vertical welding "-" type steel plate shear force walls of square tubular column
Point, then welded reinforcement truss 3, then welds square tubular column 5 in the end of steel plate, forms the cross steel plate group with steel bar girder
Combination shearing wall.
Claims (6)
1. a kind of combined steel plate shearing force wall with steel bar girder, which is characterized in that including the first steel plate (1), the second steel plate (2),
Steel bar girder (3) and square tubular column (5)；Two square tubular columns (5) are vertically arranged, and between opposite two faces of two square tubular columns (5)
It is parallel in the vertical direction to be welded with the first steel plate (1) and the second steel plate (2)；Between first steel plate (1) and the second steel plate (2)
Distance is equal to the interior length of side of square tubular column (5) cross section；It is evenly arranged with several steel between first steel plate (1) and the second steel plate (2)
Muscle truss (3), in each two adjacent steel bar girder (3) V-shaped branch of same level, the first steel plate (1), second
Steel plate (2) and two square tubular columns (5) form the "-" type steel plate shear force wall with steel bar girder.
2. a kind of combined steel plate shearing force wall with steel bar girder according to claim 1, which is characterized in that the first steel plate
(1) concrete (4) is filled between the second steel plate (2)；Concrete (4) is filled in two square tubular columns (5).
3. a kind of combined steel plate shearing force wall with steel bar girder according to claim 1, which is characterized in that steel bar girder
(3) it first connect with the second steel plate (2) with fillet weld, is then welded as a whole by plug welding with the first steel plate (1).
4. a kind of combined steel plate shearing force wall with steel bar girder according to claim 1, which is characterized in that two band reinforcing bars
The "-" type steel plate shear force wall of truss forms band steel bar girder around two face vertical weldings of square tubular column (5) arbitrary neighborhood
L-shaped steel plate combined shear wall, the tie points of two "-" type steel plate shear force walls with steel bar girder shares a square tubular column
(5)。
5. a kind of combined steel plate shearing force wall with steel bar girder according to claim 1, which is characterized in that three band reinforcing bars
The "-" type steel plate shear force wall of truss forms the T steel plate with steel bar girder around (5) three face vertical weldings of a square tubular column
The tie point of compound shear wall, three "-" type steel plate shear force walls with steel bar girder shares a square tubular column (5).
6. a kind of combined steel plate shearing force wall with steel bar girder according to claim 1, which is characterized in that four band reinforcing bars
The "-" type steel plate shear force wall of truss forms the cross steel with steel bar girder around (5) four face vertical weldings of a square tubular column
The tie point of board group combination shearing wall, four "-" type steel plate shear force walls with steel bar girder shares a square tubular column (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820382260.3U CN207988213U (en) | 2018-03-20 | 2018-03-20 | A kind of combined steel plate shearing force wall with steel bar girder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820382260.3U CN207988213U (en) | 2018-03-20 | 2018-03-20 | A kind of combined steel plate shearing force wall with steel bar girder |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207988213U true CN207988213U (en) | 2018-10-19 |
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ID=63828438
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820382260.3U Active CN207988213U (en) | 2018-03-20 | 2018-03-20 | A kind of combined steel plate shearing force wall with steel bar girder |
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| CN (1) | CN207988213U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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
- 2018-03-20 CN CN201820382260.3U patent/CN207988213U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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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