CN203475655U - Curtain wall structure - Google Patents

Curtain wall structure Download PDF

Info

Publication number
CN203475655U
CN203475655U CN201320463029.4U CN201320463029U CN203475655U CN 203475655 U CN203475655 U CN 203475655U CN 201320463029 U CN201320463029 U CN 201320463029U CN 203475655 U CN203475655 U CN 203475655U
Authority
CN
China
Prior art keywords
curtain wall
insulation layer
insulating layer
layer
buffer shaft
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
Application number
CN201320463029.4U
Other languages
Chinese (zh)
Inventor
梁枫
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Peng Libin
Peng Renya
Shenzhen Intercontinental Building Decoration Group Co ltd
Original Assignee
Chengdu LVDI Technology Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Chengdu LVDI Technology Co Ltd filed Critical Chengdu LVDI Technology Co Ltd
Priority to CN201320463029.4U priority Critical patent/CN203475655U/en
Application granted granted Critical
Publication of CN203475655U publication Critical patent/CN203475655U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Building Environments (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

The utility model discloses a curtain wall structure which comprises a steel channel frame body, wherein a drainage device, a sealing rubber strip, a connecting shaft, an upper insulating layer, a lower insulating layer, an anti-seismic structure layer, a buffer shaft and a curtain wall steel body, wherein the sealing rubber strip is arranged in the drainage device; the connecting shaft is connected with the drainage device; the upper insulating layer is connected with the connecting shaft; the lower insulating layer is connected with the upper insulating layer; the anti-seismic structure layer is connected with the lower insulating layer; the buffer shaft is connected with the anti-seismic structure layer; the curtain wall steel body is connected with the buffer shaft. The curtain wall structure is convenient to use, can effectively improve thermal insulation and water resistance properties, can effectively reduce the deformation of the joint of a curtain wall and a movable roof caused by pressure from various directions, has a certain anti-seismic property, and avoids damage to a main body and the curtain wall caused by shaking at the same time.

Description

Curtain wall construction
Technical field
The utility model relates to a kind of building field, particularly a kind of curtain wall construction.
Background technology
Curtain wall is the exterior wall pad of building, do not bear weight, as curtain, hang up, therefore be called again suspension wall, it is the modern large-scale Light Wall with decorative effect of commonly using with highrise building, but general curtain wall roof heat insulation and water resistance are all poor, thereby have caused application life lower.Development along with modern architecture scale and function, when roofing is movable steel structural roof, and curtain wall facade span is larger, bearing under the multiple Load Combinations such as wind load, seismic load and temperature load, is simply rigidly connected and can not meets the demand of normal use.
Utility model content
The purpose of this utility model is just to provide a kind of curtain wall construction, can address the above problem completely.
To achieve these goals, the technical solution adopted in the utility model is such: curtain wall construction of the present utility model, comprise channel-section steel support body, in channel-section steel support body, be respectively equipped with dewatering installation, sealing joint strip, connecting axle, upper insulation layer, lower insulation layer, earthquake resistant structure layer, buffer shaft and curtain wall steel body, sealing joint strip is arranged in dewatering installation, connecting axle is connected with dewatering installation, upper insulation layer is connected with connecting axle, lower insulation layer is connected with upper insulation layer, earthquake resistant structure layer is connected with lower insulation layer, buffer shaft is connected with earthquake resistant structure layer, curtain wall steel body is connected with buffer shaft.
As preferably, described sealing joint strip is fixedly connected with inner employing of dewatering installation.
As preferably, described upper insulation layer and lower insulation layer all adopt heat insulation foam insulation layer.
Compared with prior art, the utility model has the advantage of: this curtain wall construction is easy to use, can effectively improve insulation and water resistance, and can effectively alleviate curtain wall and movable roof junction from the distortion of all directions, there is certain anti-seismic performance simultaneously, and avoided vibrations to the destruction producing between main body and curtain wall.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail.
Referring to Fig. 1, curtain wall construction of the present utility model, comprise channel-section steel support body 1, in channel-section steel support body 1, be respectively equipped with dewatering installation 2, sealing joint strip 3, connecting axle 4, upper insulation layer 5, lower insulation layer 6, earthquake resistant structure layer 7, buffer shaft 8 and curtain wall steel body 9, sealing joint strip 3 is arranged in dewatering installation 2, connecting axle 4 is connected with dewatering installation 2, upper insulation layer 5 is connected with connecting axle 4, lower insulation layer 6 is connected with upper insulation layer 5, earthquake resistant structure layer 7 is connected with lower insulation layer 6, buffer shaft 8 is connected with earthquake resistant structure layer 7, curtain wall steel body 9 is connected with buffer shaft 8, described sealing joint strip 3 is fixedly connected with inner employing of dewatering installation 2, described upper insulation layer 5 and lower insulation layer 6 all adopt heat insulation foam insulation layer.
The design of dewatering installation 2 can reach good drainage effect; The design of sealing joint strip 3 has further strengthened drainage performance; Upper insulation layer 5, lower insulation layer 6, heat insulation effect is more desirable; Earthquake resistant structure layer 7, has the effect of antidetonation; Buffer shaft 8 and curtain wall steel body 9, have good cushioning effect, and strengthened the dynamics of bearing; Sealing joint strip 3 is fixedly connected with inner employing of dewatering installation 2, and described upper insulation layer 5 and lower insulation layer 6 all adopt heat insulation foam insulation layer, reasonable in design, have further strengthened the result of use of curtain wall.

Claims (3)

1. a curtain wall construction, comprise channel-section steel support body, it is characterized in that: in channel-section steel support body, be respectively equipped with dewatering installation, sealing joint strip, connecting axle, upper insulation layer, lower insulation layer, earthquake resistant structure layer, buffer shaft and curtain wall steel body, sealing joint strip is arranged in dewatering installation, and connecting axle is connected with dewatering installation, and upper insulation layer is connected with connecting axle, lower insulation layer is connected with upper insulation layer, earthquake resistant structure layer is connected with lower insulation layer, and buffer shaft is connected with earthquake resistant structure layer, and curtain wall steel body is connected with buffer shaft.
2. curtain wall construction according to claim 1, is characterized in that: described sealing joint strip is fixedly connected with inner employing of dewatering installation.
3. curtain wall construction according to claim 1, is characterized in that: described upper insulation layer and lower insulation layer all adopt heat insulation foam insulation layer.
CN201320463029.4U 2013-07-31 2013-07-31 Curtain wall structure Expired - Fee Related CN203475655U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320463029.4U CN203475655U (en) 2013-07-31 2013-07-31 Curtain wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320463029.4U CN203475655U (en) 2013-07-31 2013-07-31 Curtain wall structure

Publications (1)

Publication Number Publication Date
CN203475655U true CN203475655U (en) 2014-03-12

Family

ID=50224010

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320463029.4U Expired - Fee Related CN203475655U (en) 2013-07-31 2013-07-31 Curtain wall structure

Country Status (1)

Country Link
CN (1) CN203475655U (en)

Similar Documents

Publication Publication Date Title
CN203285129U (en) Damping high-rise building
CN203573803U (en) Sound insulation and noise reduction device of transformer
CN203475655U (en) Curtain wall structure
CN203412213U (en) Steel structural heat-preservation roof with inverted support mesh
CN201605668U (en) Tension shock isolation rubber support
CN205477196U (en) Double -deck thermal -insulated vacuum glass
CN204385932U (en) A kind of double-deck air bubble type thermal isolation film
CN203349403U (en) Air conditioner support with sun block function
CN205296620U (en) Steel structure industrial workshop joins externally eaves gutter heat preservation node
CN201620499U (en) Aluminum-wood composite curtain wall frame
CN206563129U (en) A kind of noiseproof ventilation shaft
CN204456426U (en) A kind of building body balcony of improvement
CN205024856U (en) Passive form low energy consumption ground does not have key node of heat channel
CN219012677U (en) Wind speed regulator for ventilation of coal mine
CN203080757U (en) Glass curtain wall
CN204202132U (en) A kind of vibration absorber
CN203129326U (en) X-shaped steel-structure supporting frame
CN203961074U (en) A kind of high efficiency energy saving new photovoltaic glass curtain wall
CN204001295U (en) Heat-protecting glass curtain wall
CN203594135U (en) Novel environment-friendly, thermal-insulation and sound-proof building wall board
CN202990266U (en) Curtain wall roof covering
CN209670117U (en) A kind of new steel structure wall
CN202208970U (en) A-shaped steel structure and steel structure bridge composed of A-shaped steel structure
CN206328882U (en) A kind of acoustic wall roof construction
CN207739443U (en) Composite strengthening light gauge cold-formed steel shape integrated house

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: SHENZHEN ZHOUJI BUILDING DECORATION GROUP CO., LTD

Free format text: FORMER OWNER: PENG LIBIN

Effective date: 20140521

Free format text: FORMER OWNER: PENG RENYA

Effective date: 20140521

Owner name: PENG RENYA

Effective date: 20140521

Owner name: PENG LIBIN

Free format text: FORMER OWNER: CHENGDU LVDI TECHNOLOGY CO., LTD.

Effective date: 20140521

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 610000 CHENGDU, SICHUAN PROVINCE TO: 518034 SHENZHEN, GUANGDONG PROVINCE

Free format text: CORRECT: ADDRESS; FROM: 518034 SHENZHEN, GUANGDONG PROVINCE TO: 518013 SHENZHEN, GUANGDONG PROVINCE

TR01 Transfer of patent right

Effective date of registration: 20140521

Address after: Futian District Binhe Road in Shenzhen city of Guangdong province 518013 No. 3099 Hong Kong Ming district a three storey

Patentee after: SHENZHEN INTERCONTINENTAL BUILDING DECORATION GROUP Co.,Ltd.

Address before: 518034, Shenzhen, Guangdong province Futian District Shannon three village 1-C10

Patentee before: Peng Libin

Patentee before: Peng Renya

Effective date of registration: 20140521

Address after: 518034, Shenzhen, Guangdong province Futian District Shannon three village 1-C10

Patentee after: Peng Libin

Patentee after: Peng Renya

Address before: 610000 Jinjiang District, Chengdu, East Street, 18-32 No. 1, floor 5, layer 517,

Patentee before: CHENGDU LYUDI TECHNOLOGY Co.,Ltd.

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140312

Termination date: 20140731

EXPY Termination of patent right or utility model