CN205677106U - Frame mesh wall anti-side structure - Google Patents
Frame mesh wall anti-side structure Download PDFInfo
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- CN205677106U CN205677106U CN201620582477.XU CN201620582477U CN205677106U CN 205677106 U CN205677106 U CN 205677106U CN 201620582477 U CN201620582477 U CN 201620582477U CN 205677106 U CN205677106 U CN 205677106U
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- window hole
- vierendeel girder
- support
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- frame
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- 229910003460 diamond Inorganic materials 0.000 claims abstract description 6
- 239000010432 diamond Substances 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 abstract description 17
- 239000010959 steel Substances 0.000 abstract description 17
- 230000008901 benefit Effects 0.000 abstract description 7
- 238000009423 ventilation Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
The utility model discloses frame mesh wall anti-side structure, including frame column and Vierendeel girder, be provided with anti-buckling support between frame column and Vierendeel girder, the two ends of anti-buckling support are articulated and connected on frame column and Vierendeel girder；Being provided with common support between adjacent two frame girders, common support is cross-distribution, and the two ends of common support have just been connected on Vierendeel girder in succession；Anti-buckling support forms building window hole between common support.The anti-buckling support of the utility model forms building window hole between common support, and building window hole assumes diamond in shape shape, one building window hole occupies a standard width of a room in an old-style house, according to building structure rigidity it needs to be determined that building window hole quantity, frame column between building window hole is cancelled, become oblique grid, increase flat in-plane stiffness, compared with existing multi and tall steel building system, anti-side rigidity is bigger, and economic benefit is more preferable, compared with available frame Bracing Systems, there is architectural lighting ventilation function, there is building geometry aesthetic feeling simultaneously.
Description
Technical field
The utility model belongs to building structure technology field, particularly relates to frame mesh wall anti-side structure.
Background technology
With social development, multi-rise building height is more and more higher, and therefore novel anti-side structural system also constantly occurs.
For multi-rise building, horizontal loading is often the governing factor of structural system and component design.And it is in anti-
Shaking the building in highlight lines area of setting up defences, earthquake load will play decisive role.Choosing of rational Lateral Resistant System, can not only
Guarantee that structure meets normal rigidity, intensity and the Ductility Requirement using with ultimate limit state, moreover it is possible to preferably play material
The performance of material, accelerates construction progress, obtains good economic indicator.Therefore, in the high-rise design with high-rise building, anti-side
Choosing of power system is most important.
Conventional having in current high-rise steel structure system: frame support structure, steel plate shear wall structure, steel pipe bundle structure
Deng.Conventional frame supporting construction, brings difficulty to offering of window hole；Steel plate shear wall structure and steel pipe bundle structure solve window
Problem is offered at hole, but steel using amount is relatively big, and economic benefit is low.
Utility model content
The utility model purpose is to solve above-mentioned technical problem present in prior art, provides frame mesh wall anti-side
Structure, has anti-side rigidity bigger, the more preferable effect of economic benefit.
In order to solve above-mentioned technical problem, the utility model adopts the following technical scheme that
Frame mesh wall anti-side structure, including frame column and Vierendeel girder, it is characterised in that: set between frame column and Vierendeel girder
Having anti-buckling support, the two ends of anti-buckling support are articulated and connected on frame column and Vierendeel girder；Set between adjacent two frame girders
Having common support, common support is cross-distribution, and the two ends of common support have just been connected on Vierendeel girder in succession；Anti-buckling support with general
Forming building window hole between logical support, it is bigger that this frame mesh wall anti-side structure has anti-side rigidity, and economic benefit is more preferable
Effect.
Further, Vierendeel girder is provided with the first connecting plate, and frame column is provided with the second connecting plate, and the two ends of anti-buckling support are hinged
It is connected on the first connecting plate and the second connecting plate, it is achieved the two ends of anti-buckling support are articulated and connected in frame column and Vierendeel girder
On.
Further, Vierendeel girder is provided with bracket, and the two ends of common support have just been connected on bracket in succession, it is achieved the two of common support
End is just connected on Vierendeel girder in succession.
Further, building window hole assumes diamond in shape shape, and a building window hole occupies a standard width of a room in an old-style house, according to building structure rigidity
It needs to be determined that building window hole quantity, the frame column between building window hole is cancelled, and becomes oblique grid, firm in increasing plane
Degree, adds building geometry aesthetic simultaneously.
The utility model, owing to have employed technique scheme, has the advantages that
1st, in the utility model, the two ends of anti-buckling support are articulated and connected on frame column and Vierendeel girder, the two of common support
End is just connected on Vierendeel girder in succession, and common support is cross-distribution, forms building window opening between anti-buckling support and common support
Mouthful, and building window hole assumes diamond in shape shape, a building window hole occupies a standard width of a room in an old-style house, according to building structure rigidity it needs to be determined that build
Building window hole quantity, the frame column between building window hole is cancelled, and becomes oblique grid, increases flat in-plane stiffness.This practicality is new
Existing multi and tall steel building system compared by type, and anti-side rigidity is bigger, and economic benefit is more preferable, and compares available frame supporting construction
System, not only has architectural lighting ventilation function, and building window hole has building geometry aesthetic feeling.
2nd, the utility model center trestle uses shaped steel, can select H profile steel or other shaped steel, and Vierendeel girder uses H profile steel,
Frame column, Vierendeel girder, common support and anti-buckling support be combined with each other, and can ensure that structure meets normal use and the bearing capacity limit
The rigidity of state, intensity and Ductility Requirement, moreover it is possible to preferably play the performance of material, accelerate construction progress, obtain good
Economic indicator.
Brief description
The utility model is described in further detail below in conjunction with the accompanying drawings:
Fig. 1 is the structural representation of the utility model frame mesh wall anti-side structure.
In figure, 1-frame column；2-Vierendeel girder；The anti-buckling support of 3-；4-common support；5-building window hole；6-first is even
Fishplate bar；7-bracket；8-the second connecting plate.
Detailed description of the invention
As it is shown in figure 1, be the utility model frame mesh wall anti-side structure, including frame column 1 and Vierendeel girder 2, frame column 1
Using shaped steel, can selecting H profile steel or other shaped steel, Vierendeel girder 2 uses H profile steel.
Being provided with anti-buckling support 3 between frame column 1 and Vierendeel girder 2, the anti-buckling two ends supporting 3 are articulated and connected in frame column
1 and Vierendeel girder 2 on.Vierendeel girder 2 is provided with the first connecting plate 6, and frame column 1 is provided with the second connecting plate 8, the two ends of anti-buckling support 3
It is articulated and connected on the first connecting plate 6 and the second connecting plate 8, it is achieved the anti-buckling two ends supporting 3 are articulated and connected in frame column 1 He
On Vierendeel girder 2.
Be provided with common support 4 between adjacent two frame girders 2, common support 4 in cross-distribution, the two ends of common support 4
It just is connected in succession on Vierendeel girder 2.Vierendeel girder 2 is provided with bracket 7, and the two ends of common support 4 have just been connected on bracket 7 in succession, it is achieved general
The logical two ends supporting 4 have just been connected on Vierendeel girder 2 in succession.
Anti-buckling support forms building window hole 5 between 3 and common support 4.Building window hole 5 assumes diamond in shape shape, builds for one
Build window hole 5 and occupy a standard width of a room in an old-style house, according to building structure rigidity it needs to be determined that building window hole 5 quantity, between building window hole 5
Frame column 1 cancel, become oblique grid, increase flat in-plane stiffness, add building geometry aesthetic simultaneously.
In the utility model, the anti-buckling two ends supporting 3 are articulated and connected on frame column 1 and Vierendeel girder 2, common support 4
Two ends have just been connected on Vierendeel girder 2 in succession, and common support 4, in cross-distribution, forms between anti-buckling support 3 and common support 4 and builds
Building window hole 5, and building window hole 5 assuming diamond in shape shape, a building window hole 5 occupies a standard width of a room in an old-style house, according to building structure rigidity
It needs to be determined that building window hole 5 quantity, the frame column 1 between building window hole 5 is cancelled, and becomes oblique grid, increases in plane
Rigidity.The utility model compares existing multi and tall steel building system, and anti-side rigidity is bigger, and economic benefit is more preferable, and compares existing
There is frame support structure system, not only there is architectural lighting ventilation function, and to have building geometry beautiful at building window hole 5
Sense.
The utility model center trestle the 1st, Vierendeel girder the 2nd, common support 4 and anti-buckling support 3 be combined with each other, and can ensure that structure
Meet normal rigidity, intensity and the Ductility Requirement using with ultimate limit state, moreover it is possible to preferably play the performance of material,
Accelerate construction progress, obtain good economic indicator.
These are only specific embodiment of the utility model, but technical characteristic of the present utility model is not limited thereto.Appoint
How based on the utility model, for solving essentially identical technical problem, it is achieved essentially identical technique effect, done
Simple change, equivalent or modification etc., be all covered by among protection domain of the present utility model.
Claims (4)
1. frame mesh wall anti-side structure, including frame column and Vierendeel girder, it is characterised in that: described frame column and described Vierendeel girder
Between be provided with anti-buckling support, the two ends of described anti-buckling support are articulated and connected on described frame column and described Vierendeel girder；Phase
Being provided with common support between adjacent two described Vierendeel girders, described common support is cross-distribution, and the two ends of described common support are firm
It is connected in succession on described Vierendeel girder；Described anti-buckling support forms building window hole between described common support.
2. frame mesh wall anti-side structure according to claim 1, it is characterised in that: described Vierendeel girder is provided with the first connection
Plate, described frame column is provided with the second connecting plate, and the two ends of described anti-buckling support are articulated and connected in described first connecting plate and institute
State on the second connecting plate.
3. frame mesh wall anti-side structure according to claim 1, it is characterised in that: described Vierendeel girder is provided with bracket, institute
The two ends stating common support have just been connected on described bracket in succession.
4. frame mesh wall anti-side structure according to claim 1, it is characterised in that: described building window hole assumes diamond in shape
Shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620582477.XU CN205677106U (en) | 2016-06-15 | 2016-06-15 | Frame mesh wall anti-side structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620582477.XU CN205677106U (en) | 2016-06-15 | 2016-06-15 | Frame mesh wall anti-side structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205677106U true CN205677106U (en) | 2016-11-09 |
Family
ID=57433076
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620582477.XU Expired - Fee Related CN205677106U (en) | 2016-06-15 | 2016-06-15 | Frame mesh wall anti-side structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205677106U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107620512A (en) * | 2017-10-23 | 2018-01-23 | 合肥工业大学 | A kind of stiffness injury is collapsed controllable type list Pin frameworks and frame structure |
| CN107859205A (en) * | 2017-12-11 | 2018-03-30 | 天津大学建筑设计研究院 | A kind of pure steel plate shear force wall of grating type and its shear wall system of application |
| CN109914649A (en) * | 2019-04-03 | 2019-06-21 | 董朝旭 | A kind of precast shear wall component based in building structure |
| CN110206371A (en) * | 2019-06-03 | 2019-09-06 | 西安建筑科技大学 | A kind of more layer more across the control anti-buckling eccentrically braces structure of power |
| CN111794373A (en) * | 2020-06-18 | 2020-10-20 | 华南理工大学 | High-strength steel column-common steel beam-low yield point steel axillary support resettable structure |
-
2016
- 2016-06-15 CN CN201620582477.XU patent/CN205677106U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107620512A (en) * | 2017-10-23 | 2018-01-23 | 合肥工业大学 | A kind of stiffness injury is collapsed controllable type list Pin frameworks and frame structure |
| CN107620512B (en) * | 2017-10-23 | 2023-04-28 | 合肥工业大学 | Rigidity-damage-collapse controllable single frame and frame structure |
| CN107859205A (en) * | 2017-12-11 | 2018-03-30 | 天津大学建筑设计研究院 | A kind of pure steel plate shear force wall of grating type and its shear wall system of application |
| CN109914649A (en) * | 2019-04-03 | 2019-06-21 | 董朝旭 | A kind of precast shear wall component based in building structure |
| CN109914649B (en) * | 2019-04-03 | 2020-09-04 | 董朝旭 | Prefabricated shear wall assembly based on building structure |
| CN110206371A (en) * | 2019-06-03 | 2019-09-06 | 西安建筑科技大学 | A kind of more layer more across the control anti-buckling eccentrically braces structure of power |
| CN111794373A (en) * | 2020-06-18 | 2020-10-20 | 华南理工大学 | High-strength steel column-common steel beam-low yield point steel axillary support resettable structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161109 |