CN204252281U - steel vestibule support system - Google Patents
steel vestibule support system Download PDFInfo
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- CN204252281U CN204252281U CN201420702676.0U CN201420702676U CN204252281U CN 204252281 U CN204252281 U CN 204252281U CN 201420702676 U CN201420702676 U CN 201420702676U CN 204252281 U CN204252281 U CN 204252281U
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- steel vestibule
- bearing
- support system
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Abstract
The utility model discloses a kind of steel vestibule support system, comprise two monomers keeping at a certain distance away and arrange and the steel vestibule connecting described two monomers, described steel vestibule comprises first, second, third, fourth bearing, described steel vestibule is connected with in described two monomers by first, second bearing described, described first bearing is different with described second support style, described steel vestibule is connected with another in described two monomers by described 3rd, the 4th bearing, and described three abutments is different with described 4th support style.By arranging different support styles, changing the stress performance between steel vestibule and each monomer, influencing each other between monomer and steel vestibule being down to minimum, thus improve the safety of steel vestibule support system.
Description
Technical field
The utility model relates to a kind of steel vestibule support system, particularly relates to the Weak link steel vestibule support system between a kind of multitower.
Background technology
Along with the change of China's rapid development of economy, social demand, at high building structure towards while the future development such as high-level, high strength, combining structure, its architectural design is also developed to comprehensive multipurpose by the purposes of simple function.The requirement of multi-functional instructions for use and building aesthetic property must cause the flat shape of the property, particularly highrise building complicated and changeable of structural style and form of structure and facade build to be more tending towards complicated.The Multi-tower occurred in recent years, gets more and more by the interconnective form of structure of steel vestibule between multitower.Connection between current steel vestibule and each tower, main employing two kinds of forms: two ends are hinged, or slide in hinged one end, one end.But these two kinds of connected modes have very large shortcoming: 1) the dynamic characteristics difference of each tower is comparatively large, adopting conventional coupling arrangement, can there is larger potential safety hazard in vestibule self; 2) transmit horizontal force to both sides monomer, increase the burden of original structure.
Utility model content
The purpose of this utility model is the defect overcoming prior art, provides a kind of safe steel vestibule support system.
For achieving the above object, the technical scheme that the utility model is taked is:
A kind of steel vestibule support system, comprise two monomers keeping at a certain distance away and arrange and the steel vestibule connecting described two monomers, described steel vestibule comprises first, second, third, fourth bearing, described steel vestibule is connected with in described two monomers by first, second bearing described, described first bearing is different with described second support style, described steel vestibule is connected with another in described two monomers by described 3rd, the 4th bearing, and described three abutments is different with described 4th support style.
Preferably, described first bearing is bidirectional sliding support.
Preferably, described second bearing is single-directional sliding support.
Preferably, described three abutments is bidirectional sliding support.
Preferably, described 4th bearing is pivoting support.
Preferably, described monomer is high building.
Preferably, described two monomers are respectively equipped with the semi girder for supporting described steel vestibule.
Preferably, the long-pending end cross-sectional that is greater than of the root section of described semi girder is amassed.
Compared with prior art, steel vestibule support system of the present utility model is by arranging different support styles, change the stress performance between steel vestibule and each monomer, influencing each other between monomer and steel vestibule is down to minimum, thus improve the safety of steel vestibule support system.
Accompanying drawing explanation
Elaborate below in conjunction with the preferred embodiment of accompanying drawing to the utility model steel vestibule support system.
Fig. 1 is the layout schematic diagram of the steel vestibule support system that the utility model preferred embodiment provides.
Wherein, 20. first monomer 40. second comonomer 60. steel vestibules
61. first bearing 62. second bearing 63. three abutments
64. the 4th bearings.
Detailed description of the invention
Refer to Fig. 1, steel vestibule support system of the present utility model, comprise the first monomer 20 and second comonomer 40 and the steel vestibule 60 being connected the first monomer 20 and second comonomer 40 that keep at a certain distance away and arrange.
In the present embodiment, the first monomer 20 and second comonomer 40 are high building.
Steel vestibule 60 comprises the first bearing 61, second bearing 62, three abutments 63, the 4th bearing 64.
Steel vestibule 60 is connect by the first bearing 61 and the second bearing 62 and the first monomer 20, and the first bearing 61 is different with the second bearing 62 form.
Preferably, the first bearing 61 is bidirectional sliding support, and the second bearing 62 is single-directional sliding support.
It may occur to persons skilled in the art that; first bearing 61 and the second bearing 62 also can adopt other form; as respectively from bidirectional sliding support, single-directional sliding support, pivoting support optional two also can, all employings technical scheme identical with the utility model technical conceive all should be encompassed in protection domain of the present utility model.
Steel vestibule 60 is connected with second comonomer 40 with the 4th bearing 64 by three abutments 63, and three abutments 63 is different with the 4th bearing 64 form.
Preferably, three abutments 63 is bidirectional sliding support, and the 4th bearing 64 is pivoting support.
It may occur to persons skilled in the art that; three abutments 63 and the 4th bearing 64 adopt other form; as respectively from bidirectional sliding support, single-directional sliding support, pivoting support optional two also can, all employings technical scheme identical with the utility model technical conceive all should be encompassed in protection domain of the present utility model.
In the present embodiment, the first monomer 20 and second comonomer 40 are respectively equipped with the bracket (not shown) for supporting steel vestibule 60, are exactly a bit of semi girder, can precast beam be placed above, crane girder.Reach the object of resisting large shearing, the root section of semi girder will be large, just look like the shape of bracket.The outer thing of choosing in other words shaft arranged to shelve crane girder etc. is exactly bracket, as the term suggests be a structure wide at the top and narrow at the bottom, i.e. and irregular, or can become and tuck in.The skewed horizontal load done between beam and column exactly simply again.The secure support of steel vestibule 60 is ensured by arranging bracket.
Above-mentioned bearing can adopt finished product bearing, cost low and construct convenient.
In the present embodiment, the form of two bearings between steel vestibule 60 from each monomer is all different, can change the stress performance between steel vestibule and monomer, influencing each other between monomer and steel vestibule is down to minimum, thus improves the safety of building structure.
The steel vestibule support system of the present embodiment is rationally distributed, and structure is attractive in appearance.Design and the construction of all kinds of buildings related to this can be widely used in.
What it may occur to persons skilled in the art that is; the utility model can also have other implementation; as long as but its technical spirit adopted is identical with the utility model or close, or the change made based on the utility model and replacing all in protection domain of the present utility model.
Claims (8)
1. a steel vestibule support system, comprise two monomers keeping at a certain distance away and arrange and the steel vestibule connecting described two monomers, it is characterized in that: described steel vestibule comprises first, second, third, fourth bearing, described steel vestibule is connected with in described two monomers by first, second bearing described, described first bearing is different with described second support style, described steel vestibule is connected with another in described two monomers by described 3rd, the 4th bearing, and described three abutments is different with described 4th support style.
2. steel vestibule support system as claimed in claim 1, is characterized in that: described first bearing is bidirectional sliding support.
3. steel vestibule support system as claimed in claim 1, is characterized in that: described second bearing is single-directional sliding support.
4. steel vestibule support system as claimed in claim 1, is characterized in that: described three abutments is bidirectional sliding support.
5. steel vestibule support system as claimed in claim 1, is characterized in that: described 4th bearing is pivoting support.
6. steel vestibule support system as claimed in claim 1, is characterized in that: described monomer is high building.
7. steel vestibule support system as claimed in claim 1, is characterized in that: described two monomers are respectively equipped with the semi girder for supporting described vestibule.
8. steel vestibule support system as claimed in claim 7, is characterized in that: the long-pending end cross-sectional that is greater than of the root section of described semi girder is amassed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420702676.0U CN204252281U (en) | 2014-11-21 | 2014-11-21 | steel vestibule support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420702676.0U CN204252281U (en) | 2014-11-21 | 2014-11-21 | steel vestibule support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204252281U true CN204252281U (en) | 2015-04-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420702676.0U Active CN204252281U (en) | 2014-11-21 | 2014-11-21 | steel vestibule support system |
Country Status (1)
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| CN (1) | CN204252281U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104532958A (en) * | 2014-11-21 | 2015-04-22 | 苏州工业园区设计研究院股份有限公司 | Steel gallery supporting seat system |
| CN106284677A (en) * | 2016-08-24 | 2017-01-04 | 安徽瑶海钢构建设集团股份有限公司 | A kind of steel frame construction on vestibule |
| CN106522360A (en) * | 2016-11-22 | 2017-03-22 | 华东建筑设计研究院有限公司 | Connection bridge structure between buildings |
| CN111379316A (en) * | 2020-03-25 | 2020-07-07 | 广东现代建筑设计与顾问有限公司 | Weak connection structure of superelevation layer vestibule |
-
2014
- 2014-11-21 CN CN201420702676.0U patent/CN204252281U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104532958A (en) * | 2014-11-21 | 2015-04-22 | 苏州工业园区设计研究院股份有限公司 | Steel gallery supporting seat system |
| CN106284677A (en) * | 2016-08-24 | 2017-01-04 | 安徽瑶海钢构建设集团股份有限公司 | A kind of steel frame construction on vestibule |
| CN106522360A (en) * | 2016-11-22 | 2017-03-22 | 华东建筑设计研究院有限公司 | Connection bridge structure between buildings |
| CN111379316A (en) * | 2020-03-25 | 2020-07-07 | 广东现代建筑设计与顾问有限公司 | Weak connection structure of superelevation layer vestibule |
| CN111379316B (en) * | 2020-03-25 | 2021-05-11 | 广东现代建筑设计与顾问有限公司 | Weak connection structure of superelevation layer vestibule |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: Suzhou City, Jiangsu province 215028 Industrial Park Suzhou Bada Street No. 111 Patentee after: ARTS GROUP CO., LTD. Address before: Suzhou City, Jiangsu province 215126 Industrial Park Shengpu Kim Seung Road No. 12 Patentee before: Suzhou Industrial Park Design & Research Institute Co., Ltd. |