CN205134639U - A steel sheet shear force wall lateral resisting structure system that is arranged in assembled steel construction house - Google Patents
A steel sheet shear force wall lateral resisting structure system that is arranged in assembled steel construction house Download PDFInfo
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- CN205134639U CN205134639U CN201520951085.1U CN201520951085U CN205134639U CN 205134639 U CN205134639 U CN 205134639U CN 201520951085 U CN201520951085 U CN 201520951085U CN 205134639 U CN205134639 U CN 205134639U
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- square steel
- section
- shear force
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 103
- 239000010959 steel Substances 0.000 title claims abstract description 103
- 238000010276 construction Methods 0.000 title abstract 2
- 239000011372 high-strength concrete Substances 0.000 claims abstract description 5
- 239000003643 water by type Substances 0.000 claims description 4
- 238000003466 welding Methods 0.000 abstract description 10
- 239000004567 concrete Substances 0.000 abstract description 6
- 239000000463 material Substances 0.000 description 3
- 230000002457 bidirectional effect Effects 0.000 description 2
- 238000010079 rubber tapping Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000005493 welding type Methods 0.000 description 1
Abstract
A steel sheet shear force wall lateral resisting structure system that is arranged in assembled steel construction house includes, the square steel tube sets up in the public part of wall body handing -over department, and connect the via hole is seted up to its side, a plurality of channel -section steels are folded through the welded connection form and are located the at least one side of square steel tube, the outside extension, just, channel -section steel opening direction is towards the square steel tube, an at least tie rod wears to locate square steel tube and each channel -section steel make it to connect into whole, and lock nut is connected at the tie rod both ends, and just, the nut is wrapped up in outermost side channel steel, a plurality of cant chiseis, weld respectively in the both sides inner wall of square steel tube inner wall and/or channel -section steel, the high -strength concrete, the watering is in in the cavity that square steel tube and channel -section steel formed. The utility model discloses fundamentally solves the influence that job site steel structure welding received weather and surrounding environment, satisfies on -the -spot welding quality's requirement, and just, the performance of full play concrete and steel makes the requirement of the satisfied standard of lateral stiffness of structure and the ductility of structure improve greatly.
Description
Technical field
The utility model belongs to steel building seismic resistance field, is specifically related to a kind of for the steel plate shear force wall lateral resisting structure system in assembling type steel structure house.
Background technology
At present, domestic assembling type steel structure house is general the highest accomplishes ten ~ 16 layers, and the steel work more than 16 layers can not get application owing to not having reliable lateral resistant member.In order to meet the extensive use of steel work in highrise building field, need the lateral resisting structure component that a kind of assembling, rigidity are large.This patent way can be prefabricated in the factory welding, and on-site hoisting overlaps, no longer by the impact of the weather conditions such as temperature of Site Welding.Further, this component anti-side rigidity is large, and can bidirectional stress, gives full play to Steel concrete characteristic separately, the utilization rate of material is improved greatly.
Utility model content
The purpose of this utility model is to provide a kind of for the steel plate shear force wall lateral resisting structure system in assembling type steel structure house, fundamentally can solve the impact that job site welding for steel structure is subject to weather and surrounding environment, meet the requirement of Site Welding quality.Give full play to the performance of concrete and steel, the ductility of the requirement and structure that make the anti-side rigidity of structure meet specification improves greatly.
For reaching described object, the technical solution of the utility model is:
For the steel plate shear force wall lateral resisting structure system in assembling type steel structure house, comprise; Square steel pipe, be arranged at the public part of body of wall junction, connecting through hole is offered in its side; Some channel-section steels, being stacked at described square steel pipe at least one side by being welded to connect form, stretching out; And channel-section steel opening direction is towards square steel pipe; At least one Drag link, is arranged in described square steel pipe and each channel-section steel, makes it to connect into entirety, and Drag link two ends connect locking nut, and nut is wrapped in outermost channel-section steel; Some pegs, are welded in the both sides inwall of described square steel pipe inwall and/or channel-section steel respectively; High-strength concrete, waters and is filled in cavity that described square steel pipe and channel-section steel formed.
Preferably, described channel-section steel is inner edge weld stud channel-section steel and perforate.
Preferably, the two side ends of described Drag link is threaded.
Preferably, described nut is high-strength nut.
Square steel pipe described in the utility model is positioned at the public part of body of wall junction, connects the channel-section steel of all directions, as the core space of bidirectional stress component.Channel-section steel is extended to each limit by Type of Welding, as the main bearing member of lateral resistant member.Drag link connects both sides channel-section steel and core space square steel pipe, makes whole lateral resistant member connect into entirety, prevents the overall collapse of steel plate.Nut connects Drag link, prevents the relative sliding of Drag link, and makes its pulling force that suffers restraints.Welding of peg, inside channel-section steel inner edge and square steel pipe, is the connecting key of concrete and steel plate, as the main member that bi-material is jointly stressed.High-strength concrete waters and is filled in cavity that channel-section steel and square steel pipe formed, and the flexing of constraint steel plate is born and bears vertical load.
Compared with prior art, basis is practical has the following advantages:
1, while the speed of site operation can be improved, the quality of constructing can more be ensured.
2, the development of assembling type steel structure in highrise building field is promoted.
3, anti-side rigidity is large, steel plate and concrete material performance utilization rate high.
Accompanying drawing explanation
Fig. 1 is the structural plan view of the utility model embodiment;
Fig. 2 is the elevational view of the utility model embodiment.
Detailed description of the invention
See Fig. 1, Fig. 2, of the present utility model for the steel plate shear force wall lateral resisting structure system in assembling type steel structure house, comprise; Square steel pipe 1, be arranged at the public part of body of wall junction, connecting through hole is offered in its side; Some channel-section steels 2,2 ', 2 ", being stacked at described square steel pipe 1 both sides by being welded to connect form, extending to both sides; And, channel-section steel 2,2 ', 2 " opening direction is towards square steel pipe 1; Two Drag links 3,3 ', are arranged in described square steel pipe 1 and each channel-section steel 2,2 ', 2 ", make it to connect into entirety, Drag link 3,3 ' two ends connect locking nut 4,4 ', 7,7 ', and nut 4 is wrapped in outermost channel-section steel; Some pegs 5,5 ', 5 ", be welded in described square steel pipe 1 inwall and channel-section steel 2,2 ', 2 respectively " both sides inwall; High-strength concrete 6, waters and is filled in described square steel pipe 1 and channel-section steel 2,2 ', 2 " in the cavity that formed.
Preferably, the two side ends of described Drag link 3,3 ' is threaded.
Preferably, described locking nut 4,4 ', 7,7 ' is high-strength nut.
The utility model is at square steel pipe side welding channel-section steel, and its channel-section steel opening direction is towards square steel pipe, and continuous welding N root channel-section steel, form N-1 cavity, then open Circularhole diameter at the identical absolute altitude place of 1 ~ N-1 root steel pipe
and wear Drag link at tapping, at end fastening nut; And then at welding edges identical channel-section steel, the nut exposed is wrapped in outermost channel-section steel; In like manner, the channel-section steel of relative populations can be set in the every side of square steel pipe according to building demand, form complete two-way lateral resisting structure component.Finally transport to job site lifting combination, and water thin real concrete in each cavity formed, form complete two-way lateral resisting structure system, meet the instructions for use of country to green building.
Claims (3)
1., for the steel plate shear force wall lateral resisting structure system in assembling type steel structure house, it is characterized in that, comprise;
Square steel pipe, be arranged at the public part of body of wall junction, connecting through hole is offered in its side;
Some channel-section steels, being stacked at described square steel pipe at least one side by being welded to connect form, stretching out; And channel-section steel opening direction is towards square steel pipe;
At least one Drag link, is arranged in described square steel pipe and each channel-section steel, makes it to connect into entirety, and Drag link two ends connect locking nut, and nut is wrapped in outermost channel-section steel;
Some pegs, are welded in the both sides inwall of described square steel pipe inwall and/or channel-section steel respectively;
High-strength concrete, waters and is filled in cavity that described square steel pipe and channel-section steel formed.
2. as claimed in claim 1 for the steel plate shear force wall lateral resisting structure system in assembling type steel structure house, it is characterized in that, the two side ends of described Drag link is threaded.
3. as claimed in claim 1 for the steel plate shear force wall lateral resisting structure system in assembling type steel structure house, it is characterized in that, described locking nut is high-strength nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520951085.1U CN205134639U (en) | 2015-11-25 | 2015-11-25 | A steel sheet shear force wall lateral resisting structure system that is arranged in assembled steel construction house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520951085.1U CN205134639U (en) | 2015-11-25 | 2015-11-25 | A steel sheet shear force wall lateral resisting structure system that is arranged in assembled steel construction house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205134639U true CN205134639U (en) | 2016-04-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520951085.1U Active CN205134639U (en) | 2015-11-25 | 2015-11-25 | A steel sheet shear force wall lateral resisting structure system that is arranged in assembled steel construction house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205134639U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571169A (en) * | 2018-06-15 | 2018-09-25 | 河南绿建建筑科技有限公司 | Prefabrication steel concrete overlapped shear wall assembled architecture construction method |
| CN111042384A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet shear force wall of two hem groove steel mouth style of calligraphy drawknots |
-
2015
- 2015-11-25 CN CN201520951085.1U patent/CN205134639U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571169A (en) * | 2018-06-15 | 2018-09-25 | 河南绿建建筑科技有限公司 | Prefabrication steel concrete overlapped shear wall assembled architecture construction method |
| CN108571169B (en) * | 2018-06-15 | 2021-05-28 | 河南绿建建筑科技有限公司 | Construction method for factory prefabricated steel concrete superposed shear wall assembly type building |
| CN111042384A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet shear force wall of two hem groove steel mouth style of calligraphy drawknots |
| CN111042384B (en) * | 2019-12-29 | 2021-10-01 | 北京工业大学 | Double-deck steel sheet shear force wall of two hem groove steel mouth style of calligraphy drawknots |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190612 Address after: 200050 No. 1118 Dingxi Road, Changning District, Shanghai Patentee after: SHANGHAI BAOGANG CONSTRUCTION ENGINEERING DESIGN CO.,LTD. Address before: 23rd Floor, 1229 Zhoujiazui Road, Yangpu District, Shanghai 200080 Patentee before: BAOSTEEL CONSTRUCTION SYSTEM INTEGRATION CO.,LTD. |
|
| TR01 | Transfer of patent right | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 200050 No. 1118 Dingxi Road, Shanghai, Changning District Patentee after: Shanghai Baosteel Construction Engineering Technology Co.,Ltd. Address before: 200050 No. 1118 Dingxi Road, Shanghai, Changning District Patentee before: SHANGHAI BAOGANG CONSTRUCTION ENGINEERING DESIGN CO.,LTD. |
|
| CP01 | Change in the name or title of a patent holder |