CN2606143Y - Monocable spot supported glass screen wall - Google Patents
Monocable spot supported glass screen wall Download PDFInfo
- Publication number
- CN2606143Y CN2606143Y CN 03221103 CN03221103U CN2606143Y CN 2606143 Y CN2606143 Y CN 2606143Y CN 03221103 CN03221103 CN 03221103 CN 03221103 U CN03221103 U CN 03221103U CN 2606143 Y CN2606143 Y CN 2606143Y
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- curtain wall
- rope
- glass
- single cable
- supporting
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Abstract
The utility model is a monocable spot supported glass screen wall, relating to a rope net bearing system which is formed by parallel or crossing laying the steel-wire rope, which is particularly suitable to achieve the effect of anti- wind pressure, weight bearing and spot location for the spot supported glass screen wall and the glass lighting shelf. The structure comprises an edge supporting structure, a plate of glass screen wall, a portrait bearing rope, a transversal bearing rope, a connecting device of screen wall, a prestress adjustor of the end part, and a hinge support of the end part, wherein the hinge support of the end part is fixed on the edge supporting structure, the portrait bearing rope and the transversal bearing rope are connected with the edge supporting structure by the hinge support of the end part, the prestress adjustor of the end part is arranged between the end part of the portrait bearing rope and the transversal bearing rope and the hinge support of the end part to form the plane rope net, the connecting device of screen wall is connected with the rope net and arranged on the crossing place of the portrait bearing rope and the transversal bearing rope, to constitute the bearing system of the screen wall, the plate of glass screen wall is connected with the connecting device of screen wall.
Description
Technical field
What the utility model single cable structure point-supporting glass curtain wall related to is a kind of by the stressed supporting system of rope net that hawser is arranged in parallel or arranged crosswise forms, and is specially adapted to play Wind-Pressure Resistance, gravity support and node locating effect at the force structure of point-supporting glass curtain wall and glass daylighting ceiling.
Background technology
At present, hawser uses in a large number in building and architectural decoration, cable wire, trussed construction curtain wall, the prestressed cable support system also more and more uses in novel building as architectural support structure, for novel modern architecture provides safe simple and direct lucid and lively form of structure.But complicated, big, the cable wire defectives such as utilization rate is lower in working order time that take up room of the structure stress bodily form are also arranged simultaneously, limited the mentality of designing of building to a certain extent.
Summary of the invention
The purpose of this utility model is to provide a kind of single cable structure point-supporting glass curtain wall at above-mentioned weak point, it is a kind of brand-new curtain wall support structure system, its stressed rope duty is a bidirectional stress, is the effect (as stressed sketch) that reaches the outside positive negative load of opposing by the counter-force behind the cable wire stress deformation.It can be that single rope web frame unit is formed, the also curtain wall (as schematic diagram) that can form by a plurality of single rope web frames, compare simple structure with original structure, saved the shared space of braced structures, improved the operating efficiency of rope greatly, increased the scope of application of novel curtain wall, for modern novel building provides desirable scheme.
The single cable structure point-supporting glass curtain wall takes following scheme to realize: the single cable structure point-supporting glass curtain wall structure comprises marginal branch support structure, cladding glass plate, vertical applied force rope, lateral stressed rope, curtain wall jointing apparatus, end prestressing force adjuster, end hinged-support.The end hinged-support is fixed on the edge bearing structure by design size and status requirement, the vertical applied force rope is connected with the edge bearing structure by the end hinged-support by the requirement of design cut size with lateral stressed rope, device has end prestressing force adjuster between vertical applied force rope and lateral stressed bitter end portion and end hinged-support, form plane cable net, curtain wall jointing apparatus is connected with the rope net, device is in vertical applied force rope and lateral stressed rope crossover sites, constitute the curtain wall supporting system, the cladding glass plate is connected with curtain wall jointing apparatus, constitutes the single cable structure point-supporting glass curtain wall after adjusting.
The supporting construction of single cable structure point-supporting glass curtain wall structure adopts major structure of construction or steel structure truss.Vertical applied force rope and lateral stressed rope are the steel strand that are twisted into by many steel wires.Curtain wall jointing apparatus is made up of cable wire intersection point retaining mechanism, glass bindiny mechanism, and glass bindiny mechanism is equipped with in cable wire intersection point retaining mechanism front portion.Curtain wall connects cable wire intersection point retaining mechanism and has vertical applied force rope clamping disk(-sc), lateral stressed rope clamping disk(-sc).The glass bindiny mechanism tool glass of curtain wall jointing apparatus connects claw or terminal pad.The prestressing force adjuster has stressed rope connecting rod, and prestressing force adjusting screw(rod), prestressing force regulating sleeve are housed on the stressed rope connecting rod.The curtain wall plate adopts monolithic glass or compound glass.
Description of drawings
The utility model is described in further detail below with reference to accompanying drawing.
Fig. 1 is single rope working state schematic representation.
Fig. 2 is a single cable structure point-supporting glass curtain wall structure schematic diagram.
Fig. 3 is a single cable structure point-supporting glass curtain wall structure sectional view.
Fig. 4 is the curtain wall jointing apparatus connection status schematic diagram of single cable structure point-supporting glass curtain wall.
Fig. 5 is the end prestressing force adjuster connection status schematic diagram of single cable structure point-supporting glass curtain wall.
Fig. 6 is curtain wall jointing apparatus embodiment 1 of the present utility model.
Fig. 7 is curtain wall jointing apparatus embodiment 2 of the present utility model.
Fig. 8 is curtain wall jointing apparatus embodiment 3 of the present utility model.
Fig. 9 is an end of the present utility model prestressing force controller structure schematic diagram.
The specific embodiment
With reference to accompanying drawing 1, the utility model force analysis: the bindiny mechanism by glass after the curtain wall plane is subjected to external load changes into joint load P with external load, joint load P acts on the rope web frame, as long as enough prestressing force No and amount of deflection F are arranged, just can satisfy the equilibrium conditions of mechanics at Suo Wangzhong.No is more little when P prestressing force, F=P/No; When load P=0, amount of deflection F=0, the curtain wall distortion returns to reset condition.
With reference to accompanying drawing 6～9, single cable structure point-supporting glass curtain wall knot comprises marginal branch support structure 1, cladding glass plate 2, vertical applied force rope 3, lateral stressed rope 4, curtain wall jointing apparatus 5, end prestressing force adjuster 6, end hinged-support 7.End hinged-support 7 is fixed on the edge bearing structure 1 by design size and status requirement, vertical applied force rope 3 is connected with edge bearing structure 1 by end hinged-support 7 by the requirement of design cut size with lateral stressed rope 4, while prestressed adjuster 6, form plane cable net, again curtain wall jointing apparatus 5 is connected with the rope net, adopt 6 pairs of vertical applied force ropes 3 of end prestressing force adjuster and lateral stressed rope 4 to apply prestressing force, when prestressing force reaches designing requirement, adjust size locking and connecting device 5, this moment, the supporting system of curtain wall formed.Again cladding glass plate 2 is connected with curtain wall jointing apparatus 5, after adjusting, constitutes the single cable structure point-supporting glass curtain wall.
The supporting construction 1 of above-described single cable structure point-supporting glass curtain wall structure can be a major structure of construction, it also can be steel structure truss, as long as can bear prestressed cable when being subjected to maximum load, the tensile stress that produces big deformation and failure do not occur and just is considered as feasiblely, plays supporting and positioning action.
The cladding glass plate 2 of above-described single cable structure point-supporting glass curtain wall structure can be monolithic glass or compound glass, its shape can be square, rectangle, heterotype profiled sheet, size is decided according to architectural design size face, plays building external and protects effect.
The vertical applied force rope 3 of above-described single cable structure point-supporting glass curtain wall structure and lateral stressed rope 4 are the steel strand that are twisted into by many steel wires, and material can be a stainless steel, also can be carbon steel or alloy steel.
The curtain wall jointing apparatus 5 of above-described single cable structure point-supporting glass curtain wall structure is made by metal material, form (as Fig. 4) by cable wire intersection point retaining mechanism, glass bindiny mechanism, glass bindiny mechanism is equipped with in cable wire intersection point retaining mechanism front portion, and cable wire intersection point retaining mechanism has vertical applied force rope clamping disk(-sc) 8, lateral stressed rope clamping disk(-sc) 9.Glass bindiny mechanism tool glass connects claw or terminal pad 10.Play with rope net intersection point positioning action with supporting construction is connected with the cladding glass plate, the effect of location, power transmission, its shape size and connected mode can be built effect requirements according to urban construction bureau and be decided.Curtain wall jointing apparatus can adopt (seeing accompanying drawing 6,7,8) such as pawl formula linkage, clip rectangle compact form linkage, plum blossom folder formula linkages.
The end prestressing force adjuster 6 of above-described single cable structure point-supporting glass curtain wall structure is made by metal material, the prestressing force adjusting device has stressed rope connecting rod 13, prestressing force adjusting screw(rod) 12, prestressing force regulating sleeve 11 are housed on the stressed rope connecting rod 13, has the effect that length, direction can be regulated and can be fixed, possess the effect (as accompanying drawing 9) with the cable wire end anchorage simultaneously, play that cable wire is applied the effect that prestressing force and stress are adjusted.
The end hinged-support 7 of above-described single cable structure point-supporting glass curtain wall structure is made by metal material, can be machined piece, also can be cast member (as figure), prestressed cable is played with edge bearing structure 1 be connected, power transmission, fixing effect.
With reference to accompanying drawing 2, the single cable structure point-supporting glass curtain wall in a stress unit, quantity that its size, glass are cut apart and rope grid how much according to constructure screen wall dimension of opening and Force Calculation and fixed.When cladding glass cut apart determine after, should measure accurately size at the scene, when stressed rope is installed, curtain wall jointing apparatus (as accompanying drawing 4) should be in place simultaneously.In applying cable wire, can adopt the way of grading tension in the prestressing force process, the size of guaranteeing the rope grid accurately and internal stress even.The installation of glass plate should be installed at the rope web frame and be carried out after adjustment finishes, and guarantees that the cladding glass plate is connected as a whole with the rope web frame.
Claims (8)
1, a kind of single cable structure point-supporting glass curtain wall is characterized in that structure comprises marginal branch support structure, cladding glass plate, vertical applied force rope, lateral stressed rope, curtain wall jointing apparatus, end prestressing force adjuster, end hinged-support; The end hinged-support is fixed on the edge bearing structure, the vertical applied force rope is connected with the edge bearing structure by the end hinged-support with lateral stressed rope, device has end prestressing force adjuster between vertical applied force rope and lateral stressed bitter end portion and end hinged-support, form plane cable net, curtain wall jointing apparatus is connected with the rope net, device constitutes the curtain wall supporting system in vertical applied force rope and lateral stressed rope crossover sites, and the cladding glass plate is connected with curtain wall jointing apparatus.
2, single cable structure point-supporting glass curtain wall according to claim 1 is characterized in that the supporting construction of single cable structure point-supporting glass curtain wall structure adopts major structure of construction or steel structure truss.
3, single cable structure point-supporting glass curtain wall according to claim 1 is characterized in that vertical applied force rope and lateral stressed rope are the steel strand that are twisted into by many steel wires.
4, single cable structure point-supporting glass curtain wall according to claim 1 is characterized in that curtain wall jointing apparatus is made up of cable wire intersection point retaining mechanism, glass bindiny mechanism, and glass bindiny mechanism is equipped with in cable wire intersection point retaining mechanism front portion.
5, single cable structure point-supporting glass curtain wall according to claim 1 is characterized in that curtain wall connects cable wire intersection point retaining mechanism and has vertical applied force rope clamping disk(-sc), lateral stressed rope clamping disk(-sc).
6, single cable structure point-supporting glass curtain wall according to claim 1 is characterized in that the glass bindiny mechanism tool glass of curtain wall jointing apparatus connects claw or terminal pad.
7, single cable structure point-supporting glass curtain wall according to claim 1 is characterized in that the prestressing force adjuster has stressed rope connecting rod, is equipped with prestressing force adjusting screw(rod), prestressing force regulating sleeve on the stressed rope connecting rod.
8, single cable structure point-supporting glass curtain wall according to claim 1 is characterized in that the curtain wall plate adopts monolithic glass or compound glass.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03221103 CN2606143Y (en) | 2003-04-11 | 2003-04-11 | Monocable spot supported glass screen wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03221103 CN2606143Y (en) | 2003-04-11 | 2003-04-11 | Monocable spot supported glass screen wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2606143Y true CN2606143Y (en) | 2004-03-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03221103 Expired - Fee Related CN2606143Y (en) | 2003-04-11 | 2003-04-11 | Monocable spot supported glass screen wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN2606143Y (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100570089C (en) * | 2006-11-18 | 2009-12-16 | 黄金伦 | Fall-proof old curtain wall |
| CN1936231B (en) * | 2006-10-19 | 2010-04-07 | 陈星� | Suspension-cable-type building out-hanging apparatus and its construction method |
| CN101343900B (en) * | 2008-08-26 | 2010-06-16 | 北京江河幕墙股份有限公司 | Large-span non-upright post curtain wall system |
| CN103161283A (en) * | 2013-03-11 | 2013-06-19 | 悉地（北京）国际建筑设计顾问有限公司 | Square light plate installing device and installing method |
| CN103334593A (en) * | 2013-07-15 | 2013-10-02 | 南通华新建工集团有限公司 | Construction technology of cable net dot-mode glass curtain wall |
| CN103758263A (en) * | 2014-01-24 | 2014-04-30 | 北京市建筑工程研究院有限责任公司 | Multi-layer cable truss curtain wall structure and forming method thereof |
| CN104790571A (en) * | 2015-04-20 | 2015-07-22 | 江河创建集团股份有限公司 | Large glass curtain wall supported by single cables |
| 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 |
| CN104453034B (en) * | 2013-09-25 | 2016-07-06 | 江苏合发集团有限责任公司 | A kind of tilt concealed frame glass curtain wall attachment structure |
| CN108301540A (en) * | 2017-12-14 | 2018-07-20 | 金马日晖幕墙装饰有限公司 | A kind of frame-type is without crossbeam glass curtain wall |
| CN108412095A (en) * | 2018-03-16 | 2018-08-17 | 杭州市建筑设计研究院有限公司 | A kind of lattice supporting framework of high large span curtain wall |
-
2003
- 2003-04-11 CN CN 03221103 patent/CN2606143Y/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1936231B (en) * | 2006-10-19 | 2010-04-07 | 陈星� | Suspension-cable-type building out-hanging apparatus and its construction method |
| CN100570089C (en) * | 2006-11-18 | 2009-12-16 | 黄金伦 | Fall-proof old curtain wall |
| CN101343900B (en) * | 2008-08-26 | 2010-06-16 | 北京江河幕墙股份有限公司 | Large-span non-upright post curtain wall system |
| CN103161283A (en) * | 2013-03-11 | 2013-06-19 | 悉地（北京）国际建筑设计顾问有限公司 | Square light plate installing device and installing method |
| CN103334593A (en) * | 2013-07-15 | 2013-10-02 | 南通华新建工集团有限公司 | Construction technology of cable net dot-mode glass curtain wall |
| CN104453034B (en) * | 2013-09-25 | 2016-07-06 | 江苏合发集团有限责任公司 | A kind of tilt concealed frame glass curtain wall attachment structure |
| CN103758263A (en) * | 2014-01-24 | 2014-04-30 | 北京市建筑工程研究院有限责任公司 | Multi-layer cable truss curtain wall structure and forming method thereof |
| CN104790571A (en) * | 2015-04-20 | 2015-07-22 | 江河创建集团股份有限公司 | Large glass curtain wall supported by single cables |
| 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 |
| CN108301540A (en) * | 2017-12-14 | 2018-07-20 | 金马日晖幕墙装饰有限公司 | A kind of frame-type is without crossbeam glass curtain wall |
| CN108412095A (en) * | 2018-03-16 | 2018-08-17 | 杭州市建筑设计研究院有限公司 | A kind of lattice supporting framework of high large span curtain wall |
| CN108412095B (en) * | 2018-03-16 | 2020-02-18 | 杭州市建筑设计研究院有限公司 | Truss supporting structure of high-large-span curtain wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |