CN208733881U - A kind of setting multiple tracks is kept out the wind the Super High super-span single layer cable curtain wall of steel truss - Google Patents

A kind of setting multiple tracks is kept out the wind the Super High super-span single layer cable curtain wall of steel truss Download PDF

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Publication number
CN208733881U
CN208733881U CN201820128932.8U CN201820128932U CN208733881U CN 208733881 U CN208733881 U CN 208733881U CN 201820128932 U CN201820128932 U CN 201820128932U CN 208733881 U CN208733881 U CN 208733881U
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China
Prior art keywords
line
drag
wind
truss
curtain wall
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Active
Application number
CN201820128932.8U
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Chinese (zh)
Inventor
黄朝晖
李品
吴凌
王利民
罗建
朱建中
岳克玺
韦军
安孝奎
王昊
陈伟伟
徐石磊
刘彬
陈健
朱应斌
朱其锵
巩菲
王瀚钦
李霆
余勇
陈焰周
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Anhui Expressway Real Estate Co Ltd
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Anhui Expressway Real Estate Co Ltd
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Priority to CN201820128932.8U priority Critical patent/CN208733881U/en
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Abstract

It keeps out the wind the Super High super-span single layer cable curtain wall of steel truss the utility model relates to a kind of setting multiple tracks, including steel-frame beam, Steel Frame Column, drag-line, glass panel, bolt, keep out the wind truss, stainless steel glass fixture, stainless steel cable fixture, drag-line includes lateral drag-line and vertical drag-line, Vierendeel girder and frame column form the frame connecting with building body, vertical drag-line and lateral drag-line are connect by bolt with Vierendeel girder, panel is fixed on vertical drag-line and lateral drag-line by stainless steel glass fixture, the truss that keeps out the wind is located between lateral drag-line and building body, the truss that keeps out the wind is welded with Vierendeel girder, it keeps out the wind and vertical free conduit is set on the end of truss, drag-line is fixed to each other by stainless steel cable fixture, and it is fixed in the horizontal direction with the truss that keeps out the wind, in vertical connection free to slide.The specific division of labor of each composition of the utility model can make curtain wall construction resist bigger wind load, ensure that the safety of curtain wall construction.

Description

A kind of setting multiple tracks is kept out the wind the Super High super-span single layer cable curtain wall of steel truss
Technical field
The utility model relates to building engineering fields, and in particular to a kind of curtain wall for high rise building.
Background technique
Curtain wall is made of panel and support system, can have certain displacement ability with respect to main structure or itself have one Determine deformability, do not undertake the building external envelope structure that main structure is acted on, be in current large-scale tall buildings frequently with Wall with decoration function.
For from structure composition, conventional curtain wall structure is made of panel and support system, and supporting structure is main Rope for the steel frame being connected with building body and for fixing panel, rope is directly and beam-to-column connection.Curtain wall construction exists Lotus path of leading under wind action is that panel load is transmitted to rope and is transmitted to frame again, and the load of conventional curtain wall structure passes It is clear to pass path, load assignment is uniform, thus is used widely;Wherein panel is to be stressed directly component, and rope is Force transmission parts.
With the development of building, adapts to the large span curtain wall construction that architectural appearance requires and continue to bring out;Conventional curtain wall structure With the increase of span, panel reaches the load on rope and also constantly increases, since rigidity is smaller outside rope network plane, when load is very big When, very large deformation can occur for rope net, if Suo Fasheng is destroyed, curtain wall construction will be destroyed, to endanger personal safety.Therefore it passes The Path of Force Transfer of curtain wall construction of uniting and the deformation of rope limit the increase of curtain wall span, are difficult to realize the curtain wall construction of large span. The increase of construction period increase and cost is also resulted in simultaneously.
Utility model content
The purpose of this utility model is that: conventional curtain wall structural disadvantages are directed to, novel being provided with of one kind is proposed and keeps out the wind The single layer cable curtain wall of steel truss, the curtain wall construction are limited the deformation of drag-line, are mentioned by supporting role of the truss to drag-line of keeping out the wind The high safety of curtain wall construction, and then realize the curtain wall construction of large span.
To achieve the above object, the utility model provides the following technical solutions:
A kind of setting multiple tracks is kept out the wind the Super High super-span single layer cable curtain wall of steel truss, including steel-frame beam, steel framework Trestle, drag-line, glass panel, bolt, the truss that keeps out the wind, stainless steel glass fixture, the drag-line is including lateral drag-line and vertically Drag-line, the Vierendeel girder and frame column form the frame connecting with building body, and vertical drag-line and lateral drag-line pass through bolt It is connect with Vierendeel girder, panel is fixed on vertical drag-line and lateral drag-line by stainless steel glass fixture, and the truss that keeps out the wind is located at cross To between drag-line and building body, the both ends of the truss that keeps out the wind and Vierendeel girder are welded, on the end of the truss that keeps out the wind Vertical free conduit is set, and the drag-line is fixed to each other by the stainless steel cable fixture, and with the truss that keeps out the wind in water Square to fixation, in vertical connection free to slide.
Preferably, vertical free conduit is set on the end of the truss that keeps out the wind, and the drag-line passes through the stainless steel Bracing cable clamp is fixed to each other, and fixes in the horizontal direction with the truss that keeps out the wind, in vertical connection free to slide.
The utility model has the beneficial effects that:
The utility model compared with prior art, has the advantage that
(1) division of labor of structural system component part is clear.Curtain wall construction proposed by the present invention includes panel, drag-line and purlin of keeping out the wind Frame three parts, panel mainly play a part of directly to bear wind load and decoration;Drag-line is mainly used as fixed panel and transmits lotus It carries;The truss that keeps out the wind for drag-line provides support, prevents drag-line from occurring large deformation under load action, while by fractional load on drag-line Building body is reached, prevents the bolt for connecting drag-line with building body from destroying.Each specific division of labor of composition can make curtain Wall construction resists bigger wind load, ensure that the safety of curtain wall construction.
(2) curtain wall construction of large span is realized.The limitation that the truss that keeps out the wind deforms drag-line, and drag-line internal force is divided Lead, overcome conventional curtain wall structure because wind action downhaul deformation it is excessive due to cannot achieve large span curtain wall the shortcomings that. Therefore on the basis of conventional curtain wall the truss that keeps out the wind innovatively is arranged, by keeping out the wind in the present invention between drag-line and building body The restriction effect of truss reaches the design idea for realizing large span curtain wall construction.
(3) construction period and cost are reduced.Conventional curtain wall structure, since span can not increase, long construction period, material is used Amount increases, construction period and higher cost;The single layer cable curtain wall proposed by the present invention for being provided with the truss that keeps out the wind can increase curtain Wall span reduces the construction period.
(4) safety is improved.Conventional curtain wall structure, load reach drag-line by panel, will cause drag-line deformation and increase, then by Load is reached building body by drag-line, and the bolt that drag-line is connect with building body will be born larger load, therefore conventional curtain wall knot There are drag-lines to deform security risk at excessive and bolt load-bearing excessive two for structure.Curtain wall construction proposed by the present invention, the deformation of drag-line The truss that kept out the wind limitation, while the truss that keeps out the wind shares the load on the drag-line of part, reduces bolt load, therefore the present invention mentions Curtain wall construction out eliminates security risk of the conventional curtain wall structure at drag-line and bolt, improves the safety of curtain wall construction Property.
(5) binding effect outside plane can be reached by the way that vertical free conduit will be arranged between vertical drag-line and the truss that keeps out the wind While, realizing can vertically allow it to pass freely through the beneficial effect for reducing frictional force.
Detailed description of the invention
Fig. 1 is the utility model cable curtain wall structural plan schematic diagram.
Fig. 2 is the utility model cable curtain wall structural facades schematic diagram.
Fig. 3 is truss elevational schematic view of keeping out the wind.
Fig. 4, which is that drag-line is perpendicular, cuts open standard nodes schematic diagram.
Fig. 5 is keep out the wind truss and drag-line connection schematic diagram.
In appended drawing reference: 1- steel-frame beam, 2- Steel Frame Column, the vertical drag-line of 3-, 4- transverse direction drag-line, 5- glass panel, 6- Bolt, 7- keep out the wind truss, 8- weather-resistant glue & foam rods, 9- stainless steel square clamp, 10- stainless steel cable fixture, 11- vertically from By conduit.
Specific embodiment
A kind of multiple tracks that is provided with is kept out the wind the Super High super-span single layer cable curtain wall of steel truss, including steel-frame beam 1, is drawn Rope, glass panel 5, bolt 6, the truss 7 that keeps out the wind, stainless steel square clamp 9, stainless steel cable fixture 10, drag-line include vertical draw Rope 3 and lateral drag-line 4, Vierendeel girder 1 and frame column 2 form the frame connecting with building body, vertical drag-line 3 and lateral drag-line 4 It is connect by bolt 6 with Vierendeel girder 1, glass panel 5 is fixed on vertical drag-line 3 and lateral drag-line by stainless steel glass fixture 9 On 4, the truss 7 that keeps out the wind is located between lateral drag-line 4 and building body, keep out the wind 7 both ends of truss and the welding of Vierendeel girder 1, vertical drag-line 3 Stainless steel cable fixture 10 is set between the truss 7 that keeps out the wind.
It keeps out the wind and vertical free conduit 11 is set on the end of truss 7, the vertical drag-line 3 and lateral drag-line 4 pass through stainless Steel cable fixture 10 is fixed to each other, and fixes in the horizontal direction with the truss 7 that keeps out the wind, in vertical connection free to slide.By that will keep off Be arranged on the end of wind truss 7 vertical free conduit 11 can reach plane outside binding effect while, realizing vertically can be with It allows it to pass freely through the beneficial effect of reduction frictional force and (because of Super High super-span, deformation outward is put down greatly, if passed through Keep out the wind truss 7 that device it is bad, will lead to that frictional force is big, and prestressing force has loss, to stress outside cable curtain wall plane It can be unfavorable).
Weather-resistant glue foam rods 8 are lined between glass panel 5 and stainless steel glass fixture 9, in panel 5 and stainless steel glass Weather-resistant glue foam rods 8 are lined between fixture 9, to prevent stainless steel glass glass fixture 9 from damaging to glass panel 5.
Structure of the invention system working procedure:
1, frame column 2 is carried out first to construct.
2, it carries out Vierendeel girder 1 to construct, preliminarily forms scaffold.
3, the truss 7 that will keep out the wind is welded on Vierendeel girder 1.
4, vertical drag-line 3 and lateral drag-line 4 are fixed by bolts on Vierendeel girder 1.
5, panel construction is carried out, glass panel 5 is fixed on vertical drag-line 3 by stainless steel glass fixture 9 and is laterally drawn On rope 4, construction is completed.

Claims (1)

  1. The Super High super-span single layer cable curtain wall of steel truss 1. a kind of setting multiple tracks is kept out the wind, it is characterised in that: including steel framework It sets a roof beam in place, Steel Frame Column, drag-line, glass panel, bolt, the truss that keeps out the wind, stainless steel glass fixture, the drag-line includes laterally drawing Rope and vertical drag-line, the Vierendeel girder and frame column form the frame connecting with building body, vertical drag-line and lateral drag-line It is connect by bolt with Vierendeel girder, panel is fixed on vertical drag-line and lateral drag-line by stainless steel glass fixture, purlin of keeping out the wind Frame is located between lateral drag-line and building body, and the both ends of the truss that keeps out the wind and Vierendeel girder weld, the truss that keeps out the wind End on vertical free conduit is set, the drag-line is fixed to each other by the stainless steel glass fixture, and is kept out the wind with described Truss is fixed in the horizontal direction, in vertical connection free to slide.
CN201820128932.8U 2018-01-25 2018-01-25 A kind of setting multiple tracks is kept out the wind the Super High super-span single layer cable curtain wall of steel truss Active CN208733881U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820128932.8U CN208733881U (en) 2018-01-25 2018-01-25 A kind of setting multiple tracks is kept out the wind the Super High super-span single layer cable curtain wall of steel truss

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820128932.8U CN208733881U (en) 2018-01-25 2018-01-25 A kind of setting multiple tracks is kept out the wind the Super High super-span single layer cable curtain wall of steel truss

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CN208733881U true CN208733881U (en) 2019-04-12

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2022134528A1 (en) * 2021-04-23 2022-06-30 中建三局第二建设工程有限责任公司 Wind-break wall for desert area

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2022134528A1 (en) * 2021-04-23 2022-06-30 中建三局第二建设工程有限责任公司 Wind-break wall for desert area

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Inventor after: Huang Chaohui

Inventor after: An Xiaokui

Inventor after: Wang Hao

Inventor after: Chen Weiwei

Inventor after: Xu Shilei

Inventor after: Liu Bin

Inventor after: Chen Jian

Inventor after: Zhu Yingbin

Inventor after: Zhu Qiqiang

Inventor after: Gong Fei

Inventor after: Wang Hanqin

Inventor after: Li Pin

Inventor after: Li Ting

Inventor after: Yu Yong

Inventor after: Chen Yanzhou

Inventor after: Wu Ling

Inventor after: Wang Limin

Inventor after: Luo Jian

Inventor after: Zhu Jianzhong

Inventor after: Yue Kexi

Inventor after: Zhou Hujun

Inventor after: Wei Jun

Inventor before: Huang Chaohui

Inventor before: Wang Hao

Inventor before: Chen Weiwei

Inventor before: Xu Shilei

Inventor before: Liu Bin

Inventor before: Chen Jian

Inventor before: Zhu Yingbin

Inventor before: Zhu Qiqiang

Inventor before: Gong Fei

Inventor before: Wang Hanqin

Inventor before: Li Ting

Inventor before: Li Pin

Inventor before: Yu Yong

Inventor before: Chen Yanzhou

Inventor before: Wu Ling

Inventor before: Wang Limin

Inventor before: Luo Jian

Inventor before: Zhu Jianzhong

Inventor before: Yue Kexi

Inventor before: Wei Jun

Inventor before: An Xiaokui