CN201099935Y - Wide span architecture curtain wall flexible bearing structure - Google Patents
Wide span architecture curtain wall flexible bearing structure Download PDFInfo
- Publication number
- CN201099935Y CN201099935Y CNU2007200753389U CN200720075338U CN201099935Y CN 201099935 Y CN201099935 Y CN 201099935Y CN U2007200753389 U CNU2007200753389 U CN U2007200753389U CN 200720075338 U CN200720075338 U CN 200720075338U CN 201099935 Y CN201099935 Y CN 201099935Y
- Authority
- CN
- China
- Prior art keywords
- curtain wall
- fixed frame
- flexible bearing
- bearing structure
- cable wire
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a flexible bearing structure for large span building curtain walls, which is characterized in that an inner chamber of a curtain wall fixed frame is provided with a stainless cable wire, two ends of the stainless cable wire are connected with a building main structure, and the stainless cable wire and the curtain wall fixed frame are connected through fixtures. When the main forced direction of the curtain wall is in large span, the stainless cable wire penetrates inside the fixed frame is a main forced body and transfers the load to the main structure through the stainless cable wire, thereby meeting the actual forced requirements in project in a maximum way and resolving the problem of load transfer of the large span building curtain wall. The flexible bearing structure for large span building curtain walls has the advantages that the structure accommodates no inner and outer space of the building, complex exposed supporting constructional elements are completely removed, the elevation effect of the whole glass curtain wall is improved, requirements of emptiness and openness are reached, and construction period time is reduced, and the flexible bearing structure can be swiftly regulated according to different heights and spans of the building curtain wall.
Description
Technical field
The utility model relates to a kind of building field, is specifically related to a kind of flexible bearing structure of long span building curtain wall.
Background technology
In recent years, the building curtain wall technology is brought in constant renewal in and development, the effect of building curtain wall highlights its superiority day by day, because the restriction in the in short supply and urban development space of China's land resources, high level and super highrise building are increasing, and building curtain wall particularly is that the curtain wall of facing is penetrating, slim and graceful with it, outward appearance is magnificent with glass, and color is changeable to be favored.
The long span building curtain wall comparatively is widely used in the outer facade of public building, civilian construction, stadiums etc.Its Load Transfer of tradition large span curtain wall is by the supplementary structure system, usually adopt as the steel structure truss system, girder steel cylinder system etc., transfer loads on the agent structure, and the shortcoming of traditional structure system is also apparent, and it is big to take up room, and facade is arranged comparatively complicated, visual effect is poor, and the construction period is long.
Summary of the invention
The purpose of this utility model is to solve existing problem in the prior art, provides a kind of short construction period and facade to arrange the flexible bearing structure of simple long span building curtain wall.
To achieve these goals, the technical solution of the utility model is: a kind of flexible bearing structure of long span building curtain wall, comprise constructure body structure, be positioned at the curtain wall of the outer facade of constructure body structure, the curtain wall inboard is provided with the curtain wall fixed frame, it is characterized in that being provided with stainless steel cable in curtain wall fixed frame inner chamber, the two ends of stainless steel cable are connected with constructure body structure, are connected by anchor clamps between stainless steel cable and the curtain wall fixed frame.
By anchor clamps stainless steel cable is connected with the curtain wall fixed frame, the two ends of stainless steel cable are connected with constructure body structure, like this when the main stress direction span of curtain wall is big, the stainless steel cable that is through in the fixed frame just becomes main beaer, and load is delivered on the agent structure by stainless steel cable, satisfy the requirement of engineering actual loading to greatest extent, solved the Load Transfer problem of long span building curtain wall.Advantage of the present utility model is that it does not take the interior or exterior space of building, removed the complicated supporting structure that exposes fully, improved the facade effect of whole curtain wall, reached the requirement of the empty general character, reduced construction period, can adjust according to the differing heights and the span of building curtain wall neatly.
Description of drawings
Fig. 1 is a schematic diagram of the present utility model
Fig. 2 is the sectional drawing of Fig. 1
The specific embodiment
Below in conjunction with accompanying drawing and example the utility model is elaborated.
There is shown the schematic diagram of the utility model embodiment.A kind of flexible bearing structure of long span building curtain wall, comprise constructure body structure 1, be positioned at the curtain wall 2 of constructure body structure 1 outer facade, curtain wall 2 inboards are provided with curtain wall fixed frame 3, it is characterized in that in curtain wall fixed frame 3 inner chambers, being provided with stainless steel cable 4, the two ends of stainless steel cable 4 are connected with constructure body structure 1, are connected by anchor clamps between stainless steel cable 4 and the curtain wall fixed frame 3.Can see among the figure, in this embodiment, anchor clamps comprise anchor clamps 5 and lower clamp 6, last anchor clamps 5 tops are connected with fixed frame 3 tops, lower clamp 6 bottoms are connected with fixed frame 3 bottoms, and last anchor clamps 5 bottoms are provided with breach, and lower clamp 6 tops are provided with corresponding breach, the breach of the breach of last anchor clamps 5 and lower clamp 6 forms cable wire perforation 7 jointly, and stainless steel cable 4 is arranged in this steel wire perforation 7.The two ends of stainless steel cable 4 are anchored on the concrete structure of constructure body structure 1.
Claims (3)
1, a kind of flexible bearing structure of long span building curtain wall, comprise constructure body structure, be positioned at the curtain wall of the outer facade of constructure body structure, the curtain wall inboard is provided with the curtain wall fixed frame, it is characterized in that in curtain wall fixed frame inner chamber, being provided with stainless steel cable, the two ends of stainless steel cable are connected with constructure body structure, are connected by anchor clamps between stainless steel cable and the curtain wall fixed frame.
2, by the described flexible bearing structure of claim 1, it is characterized in that: anchor clamps comprise anchor clamps and lower clamp, last anchor clamps top is connected with fixed frame top, the lower clamp bottom is connected with the fixed frame bottom, last anchor clamps bottom is provided with breach, lower clamp top is provided with corresponding breach, and the breach of last anchor clamps and the breach of lower clamp form the cable wire perforation jointly, and stainless steel cable is arranged in this steel wire perforation.
3, by the described flexible bearing structure of claim 1, it is characterized in that: the two ends of stainless steel cable are anchored on the concrete structure of constructure body structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200753389U CN201099935Y (en) | 2007-10-09 | 2007-10-09 | Wide span architecture curtain wall flexible bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200753389U CN201099935Y (en) | 2007-10-09 | 2007-10-09 | Wide span architecture curtain wall flexible bearing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201099935Y true CN201099935Y (en) | 2008-08-13 |
Family
ID=39936467
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200753389U Expired - Fee Related CN201099935Y (en) | 2007-10-09 | 2007-10-09 | Wide span architecture curtain wall flexible bearing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201099935Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103541471A (en) * | 2013-10-09 | 2014-01-29 | 王君 | Flexible bearing carrier of long-span building curtain wall |
| CN105332452A (en) * | 2015-11-26 | 2016-02-17 | 中国航空规划设计研究总院有限公司 | Dragline curtain wall support system with steel truss at top and construction method thereof |
| CN105908876A (en) * | 2016-04-29 | 2016-08-31 | 中国华西企业股份有限公司 | Integral type curtain wall structure |
-
2007
- 2007-10-09 CN CNU2007200753389U patent/CN201099935Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103541471A (en) * | 2013-10-09 | 2014-01-29 | 王君 | Flexible bearing carrier of long-span building curtain wall |
| CN105332452A (en) * | 2015-11-26 | 2016-02-17 | 中国航空规划设计研究总院有限公司 | Dragline curtain wall support system with steel truss at top and construction method thereof |
| CN105908876A (en) * | 2016-04-29 | 2016-08-31 | 中国华西企业股份有限公司 | Integral type curtain wall structure |
| CN105908876B (en) * | 2016-04-29 | 2018-05-29 | 中国华西企业股份有限公司 | Monoblock type curtain wall construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201738496U (en) | Concrete beam string structure | |
| CN201099935Y (en) | Wide span architecture curtain wall flexible bearing structure | |
| CN204715722U (en) | A kind of all steel attachment type raise scaffold | |
| CN101302833B (en) | Chord branch barrel shell structure system | |
| CN202227545U (en) | Steel/aluminum composite curtain wall system | |
| CN205669279U (en) | There is the NEW TYPE OF COMPOSITE GRC curtain wall system of prefabricated partition board | |
| CN107355087A (en) | The extending old building steelframe structure of energy-efficient environment-friendly multifunctional | |
| CN205857496U (en) | The underlying firm string tension structure of rung formula | |
| CN205637139U (en) | Support flat push formula multicavity steel pipe -concrete composite post braced frame system | |
| CN206917166U (en) | A kind of constitutionally stable decoration of exterior wall aluminium sheet | |
| CN205932940U (en) | Hang various steel sheet tripod | |
| CN202755495U (en) | Glass curtain wall and sunshade device and mounting structure thereof | |
| CN204418559U (en) | A kind of bolt-type syndeton for connecting stair upper end | |
| CN214940974U (en) | Civil house construction concrete frame roof beam | |
| CN103541471A (en) | Flexible bearing carrier of long-span building curtain wall | |
| CN100560941C (en) | The syndeton and the job practices thereof of each cavern of a kind of underground power house | |
| CN203583781U (en) | Composite beam for manufacturing greenhouse framework | |
| CN211080241U (en) | Open foundation pit block construction system | |
| CN211369216U (en) | Assembled light steel structure archaized roof | |
| CN109184031B (en) | Horizontal structure of assembled structure and mounting method | |
| CN206157767U (en) | Utility tunnel | |
| CN202466898U (en) | Holohyaline self-balance glass curtain wall | |
| CN202831303U (en) | Light composite wall | |
| CN201339333Y (en) | Tower-type suspension house building | |
| CN106013575A (en) | Spoke type low-arranged rigid chord tension structure |
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: 20080813 Termination date: 20151009 |
|
| EXPY | Termination of patent right or utility model |