CN207988216U - A kind of undaform steel plate combined shear wall - Google Patents
A kind of undaform steel plate combined shear wall Download PDFInfo
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- CN207988216U CN207988216U CN201820379344.1U CN201820379344U CN207988216U CN 207988216 U CN207988216 U CN 207988216U CN 201820379344 U CN201820379344 U CN 201820379344U CN 207988216 U CN207988216 U CN 207988216U
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- steel plate
- waveform
- undaform
- square
- square steel
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Abstract
The utility model discloses a kind of undaform steel plate combined shear walls, including square steel tube, the first waveform steel plate, the second waveform steel plate and hexagon socket head cap screw；Two square steel tubes are vertically arranged, and parallel in the vertical direction between opposite two faces of two square steel tubes are welded with the first waveform steel plate and the second waveform steel plate；Two wave shape steel plate mirror symmetry settings；The distance of two wave crests is equal to the outer length of side of square steel tube cross section between first waveform steel plate and the second waveform steel plate, and the first waveform steel plate, the second waveform steel plate and two square steel tubes form "-" type undaform steel plate shear force wall；Several bolts hole are both provided on the trough of first waveform steel plate and the second waveform steel plate, bolt hole is provided with hexagon socket head cap screw, and being both provided with nut on hexagon socket head cap screw fixes.The utility model is connected at the trough of waveform steel plate using hexagon socket head cap screw, and when shear wall is by external force, concrete extrusion will not be such that steel plate swells, and be bolted safe and efficient.
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 force 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 steel plate is board-type, limited with inner concrete contact area first, is led
It causes shear wall to be easier to deform when by external force, so that inner concrete is squeezed protuberance, the shear wall of next board-type is outside
When sidling line or walking pipeline, protrusion can be formed, is not easy to indoor arrangement, and aesthetics is bad.
Utility model content
The purpose of this utility model is to provide a kind of undaform steel plate combined shear walls, to solve the above problems.
To achieve the above object, the utility model uses following technical scheme：
A kind of undaform steel plate combined shear wall, including square steel tube, the first waveform steel plate, the second waveform steel plate and interior
Hex bolts；Two square steel tubes are vertically arranged, and parallel welding in the vertical direction between opposite two faces of two square steel tubes
There are the first waveform steel plate and the second waveform steel plate；Two wave shape steel plate mirror symmetry settings；First waveform steel plate and
The distance of two wave crests is equal to the outer length of side of square steel tube cross section, the first waveform steel plate, second between second waveform steel plate
Waveform steel plate and two square steel tubes form "-" type undaform steel plate shear force wall；First waveform steel plate and the second waveform steel
Several bolts hole are both provided on the trough of plate, bolt hole is provided with hexagon socket head cap screw, nut is both provided on hexagon socket head cap screw
It is fixed.
Further, concrete is filled between the first waveform steel plate and the second waveform steel plate；In two square steel tubes
Filled with concrete.
Further, it is welded by plug welding between square steel tube and waveform steel plate.
Two "-" type undaform steel plate shear force walls form L around two face vertical weldings of a square steel tube arbitrary neighborhood
The tie point of shape undaform steel plate combined shear wall, two "-" type undaform steel plate shear force walls shares a square steel tube.
Three "-" type undaform steel plate shear force walls form T-wave wave type around three face vertical weldings of a square steel tube
The tie point of steel plate combined shear wall, three "-" type undaform steel plate shear force walls shares a square steel tube.
Four "-" type undaform steel plate shear force walls form cross wave around four face vertical weldings of a square steel tube
The tie point of wave type steel plate combined shear wall, four "-" type undaform steel plate shear force walls shares a square steel tube.
Compared with prior art, the utility model has following technique effect：
The utility model uses wave shape steel plate, effectively increases the contact area of steel plate and concrete, increases shear wall
The structural stability of body, while pipeline, circuit are embedded in the trough of waveform steel plate, make wall surface levelling, it is beautiful, facilitate interior
Arrangement；The utility model is connected at the trough of waveform steel plate using hexagon socket head cap screw, and the stabilization between wave shape steel plate is increased
Property, when shear wall receives external force, concrete, which is squeezed, will not be such that steel plate swells, and be bolted safely, quickly.
Description of the drawings
Fig. 1 is linear type undaform steel plate combined shear wall vertical view；
Fig. 2 is L-shaped undaform steel plate combined shear wall vertical view；
Fig. 3 is T-wave wave type steel plate combined shear wall vertical view；
Fig. 4 is cross undaform steel plate combined shear wall vertical view；
Wherein：1, the first undaform steel plate；2, the second wave shape steel plate；3, square steel tube；4, concrete；5, interior hexagonal spiral shell
Bolt.
Specific implementation mode
Below in conjunction with attached drawing, the utility model is further illustrated：
Please refer to Fig.1-Fig. 4, a kind of undaform steel plate combined shear wall, including square steel tube 3, the first waveform steel plate 1,
Two waveform steel plates 2 and hexagon socket head cap screw 5；Two square steel tubes 3 are vertically arranged, and between opposite two faces of two square steel tubes 3
It is parallel in the vertical direction to be welded with the first waveform steel plate 1 and the second waveform steel plate 2；Two wave shape steel plate mirror symmetries
Setting；The distance of two wave crests is equal to the outer of 3 cross section of square steel tube between first waveform steel plate 1 and the second waveform steel plate 2
The length of side, the first waveform steel plate 1, the second waveform steel plate 2 and two square steel tubes 3 form "-" type undaform steel plate shear force wall；
Several bolts hole are both provided on the trough of first waveform steel plate 1 and the second waveform steel plate 2, bolt hole is provided with interior hexagonal
Bolt 5 is both provided with nut on hexagon socket head cap screw 5 and fixes.
Hexagon socket head cap screw 5 fix after between the first waveform steel plate 1 and the second waveform steel plate 2 fill concrete；It connects
It and is filled with concrete in two square steel tubes 3.
It is welded by plug welding between square steel tube 3 and waveform steel plate.
Centered on a square steel tube 3, in the wave of two neighboring face vertical welding "-" type undaform steel plate shear force wall
Then shaped steel plate part welds square steel tube 3 in the end of undaform sheet steel sections, then fixes hexagon socket head cap screw 5, forms L-shaped
Undaform steel plate combined shear wall.
Centered on a square steel tube 3, in three face vertical welding "-" type undaform steel plate shear force walls of square steel tube 3
Then undaform sheet steel sections weld square steel tube 3 in the end of undaform sheet steel sections, then fix hexagon socket head cap screw 5, formed
T-wave wave type steel plate combined shear wall.
Centered on a square steel tube 3, in four face vertical welding "-" type undaform steel plate shear force walls of square steel tube 3
Then undaform sheet steel sections weld square steel tube 3 in the end of undaform sheet steel sections, then fix hexagon socket head cap screw 5, formed
Cross shape undaform steel plate combined shear wall.
Claims (6)
1. a kind of undaform steel plate combined shear wall, which is characterized in that including square steel tube (3), the first waveform steel plate (1),
Two waveform steel plates (2) and hexagon socket head cap screw (5)；Two square steel tubes (3) are vertically arranged, and two square steel tubes (3) it is opposite two
It is parallel in the vertical direction between a face to be welded with the first waveform steel plate (1) and the second waveform steel plate (2)；Two undaforms
Steel plate mirror symmetry is arranged；The distance of two wave crests is equal to side between first waveform steel plate (1) and the second waveform steel plate (2)
The outer length of side of steel pipe (3) cross section, the first waveform steel plate (1), the second waveform steel plate (2) and two square steel tubes (3) are formed
"-" type undaform steel plate shear force wall；First waveform steel plate (1) and the second waveform steel plate (2) if trough on be both provided with
Bolt stem hole, bolt hole are provided with hexagon socket head cap screw (5), and being both provided with nut on hexagon socket head cap screw (5) fixes.
2. a kind of undaform steel plate combined shear wall according to claim 1, which is characterized in that the first waveform steel plate
(1) concrete is filled between the second waveform steel plate (2)；Concrete is filled in two square steel tubes (3).
3. a kind of undaform steel plate combined shear wall according to claim 1, which is characterized in that square steel tube (3) and wave
It is welded by plug welding between shape steel plate.
4. a kind of undaform steel plate combined shear wall according to claim 1, which is characterized in that two "-" type undaforms
Steel plate shear force wall forms L-shaped undaform steel plate combined shear around two face vertical weldings of square steel tube (3) arbitrary neighborhood
The tie point of wall, two "-" type undaform steel plate shear force walls shares a square steel tube (3).
5. a kind of undaform steel plate combined shear wall according to claim 1, which is characterized in that three "-" type undaforms
Steel plate shear force wall forms T-wave wave type steel plate combined shear walls around three face vertical weldings of square steel tube (3), three one
The tie point of font undaform steel plate shear force wall shares a square steel tube (3).
6. a kind of undaform steel plate combined shear wall according to claim 1, which is characterized in that four "-" type undaforms
Steel plate shear force wall forms cross undaform steel plate combined shear walls around four face vertical weldings of square steel tube (3), and four
The tie point of a "-" type undaform steel plate shear force wall shares a square steel tube (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820379344.1U CN207988216U (en) | 2018-03-20 | 2018-03-20 | A kind of undaform steel plate combined shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820379344.1U CN207988216U (en) | 2018-03-20 | 2018-03-20 | A kind of undaform steel plate combined shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207988216U true CN207988216U (en) | 2018-10-19 |
Family
ID=63828408
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820379344.1U Active CN207988216U (en) | 2018-03-20 | 2018-03-20 | A kind of undaform steel plate combined shear wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN207988216U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528733A (en) * | 2019-08-28 | 2019-12-03 | 东南大学 | A kind of construction method of steel-concrete combination shear wall with short piers |
| CN110528734A (en) * | 2019-08-28 | 2019-12-03 | 东南大学 | A kind of steel-concrete combination shear wall with short piers |
| CN112411803A (en) * | 2020-11-05 | 2021-02-26 | 同济大学 | Linear rectangular steel pipe-corrugated steel plate combined wall and design implementation method and application thereof |
-
2018
- 2018-03-20 CN CN201820379344.1U patent/CN207988216U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528733A (en) * | 2019-08-28 | 2019-12-03 | 东南大学 | A kind of construction method of steel-concrete combination shear wall with short piers |
| CN110528734A (en) * | 2019-08-28 | 2019-12-03 | 东南大学 | A kind of steel-concrete combination shear wall with short piers |
| CN112411803A (en) * | 2020-11-05 | 2021-02-26 | 同济大学 | Linear rectangular steel pipe-corrugated steel plate combined wall and design implementation method and application thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190730 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: 20190813 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. |