CN201620498U - Unit type curtain wall support - Google Patents

Unit type curtain wall support Download PDF

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Publication number
CN201620498U
CN201620498U CN2010201065744U CN201020106574U CN201620498U CN 201620498 U CN201620498 U CN 201620498U CN 2010201065744 U CN2010201065744 U CN 2010201065744U CN 201020106574 U CN201020106574 U CN 201020106574U CN 201620498 U CN201620498 U CN 201620498U
Authority
CN
China
Prior art keywords
type
bearing
unit
plate
bolt
Prior art date
Application number
CN2010201065744U
Other languages
Chinese (zh)
Inventor
吴智勇
杨欢军
李良雄
谢观健
姜清海
王秋
王勋平
张开成
崔传芹
张帆
Original Assignee
中山盛兴股份有限公司
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 中山盛兴股份有限公司 filed Critical 中山盛兴股份有限公司
Priority to CN2010201065744U priority Critical patent/CN201620498U/en
Application granted granted Critical
Publication of CN201620498U publication Critical patent/CN201620498U/en

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Abstract

A unit type curtain wall support is composed of a groove type embedded part (1), a cast steel support plate (2), T-type bolts (3), support adjusting bolts (4), T-type pendants (5), retaining base plates (6) and a load-bearing square steel (7), wherein, the unit body pendants adopt aluminum alloy pendants, of which the surfaces are treated with PVDF coating so as to prevent galvanic corrosion when in contact with a galvanized connecting part, and Phi 18 hoisting holes are formed on the pendants for the purpose of installing lifting hooks for unit plate hoisting. The unit type support has the function of three-dimension adjustability, is easy to operate and enables efficient, high-precision unit curtain wall plate installation.

Description

A kind of unit type curtain wall bearing
Technical field
The utility model relates to a kind of unit type curtain wall bearing of external wall.
Background technology
Existing unit type curtain wall bearing ubiquity three-dimensional regulation amplitude is little, and mechanical connection is put the weak problem of stressed relative thin, workman's fitting operation limited space system and under external force plate deformation lack integrality.In order to satisfy the on-the-spot installation requirement of cell curtain wall system, very high requirement has been proposed for the three-dimensional ability adjustment of unit bearing and practicality etc., so that solve the ubiquitous problem of present unit type curtain wall bearing.
The utility model content
The purpose of this utility model provides and adopts a kind of unit type curtain wall bearing, can increase the three-dimensional regulation function of unit bearing, improves cell curtain wall plate installation effectiveness and precision.
In order to achieve the above object, the technical solution of the utility model is: the unit type curtain wall bearing is regulated bolt (4), T type suspension member (5), retaining backing plate (6) and load-bearing square steel (7) by slot type built-in fitting (1), cast steel supporter plate (2), T type bolt (3), bearing and is formed; One end of cast steel supporter plate (2) is connected with slot type built-in fitting (1) by T type bolt (3), and two jiaos of the other end have two bearings to regulate bolt (4), and there are two vertical T type grooves the centre, can insert for T type suspension member (5); T type suspension member (5) has the installing hole of a plurality of vertical arrangements, and there is a hole for hoist (8) on the top; The lower end that bearing is regulated bolt (4) has load-bearing square steel (7) to withstand.Slot type built-in fitting (1), cast steel supporter plate (2), T type bolt (3), retaining backing plate (6) and load-bearing square steel (7) adopt galvanizing.Bearing is regulated bolt (4) and can be adopted stainless steel to make.Slot type built-in fitting (1) can be embedded on the building in advance.Hole for hoist (8) can be The hole, garden.
T type suspension member adopts the aluminium alloys suspension member, and fluorocarbon-sprayed processing is adopted on the surface, generation couple corrosion when preventing from contact with zinc-plated connector, and T type suspension member is provided with Hole for hoist, suspension hook is installed when being used for the lifting elements plate.But this unit bearing possesses the three-dimensional regulatory function, harden by galvanizing cast steel supporter plate and retaining pad and to close, to adopt slot type built-in fitting chute, regulate bolt by the stainless steel bearing and reach effective bearing three-dimensional regulation, is 25mm before and after the amplitude of accommodation, about be 30mm, be up and down 25mm.After bearing is harmonized really, the left side suspension member of unit plate and cast steel connector are as the criterion and determine the position, and the right suspension member of unit plate and cast steel connector are in the horizontal direction for flexibly connecting, can guarantee unit plate asynchronous with agent structure when flexible unit plate can not be squeezed or stretch in the horizontal direction, but even under the effect of violent earthquake power the integrality of holding unit plate still, and can directly adjust the absolute altitude of hanging scroll in the vertical height direction, and it is constant unlike the way hanging scroll absolute altitude of routine, and adjust the absolute altitude of plate by the absolute altitude of regulating bolt, Comparatively speaking, present design will have more safety.
Below in conjunction with accompanying drawing the utility model is further specified.
Description of drawings
Fig. 1 is a cell curtain wall bearing graphics (forward sight).
Fig. 2 is a cell curtain wall bearing graphics (backsight).
Among Fig. 1-2, unit type curtain wall support is made up of groove type embedded part 1, cast steel supporter plate 2, T-shaped bolt 3, bearing adjusting bolt 4, T-shaped suspension member 5, retaining backing plate 6 and load-bearing square steel 7; One end of cast steel supporter plate 2 is connected with groove type embedded part 1 by T-shaped bolt 3, and two jiaos of the other end have two bearing adjusting bolts 4, and there are two vertical T-shaped grooves the centre, can insert for T-shaped suspension member 5; T-shaped suspension member 5 has the installing hole of a plurality of arranged verticals, and there is a hole for hoist 8 on the top; The lower end of bearing adjusting bolt 4 has load-bearing square steel 7 to withstand. Groove type embedded part 1, cast steel supporter plate 2, T-shaped bolt 3, retaining backing plate 6 and load-bearing square steel 7 adopt galvanizing. Bearing adjusting bolt 4 can adopt stainless steel to make. Groove type embedded part 1 can be embedded on the building in advance. Hole for hoist 8 can beThe hole. Cast steel supporter plate 2 can horizontally slip and fixes at groove type embedded part 1, can move forward and backward and fix by retaining backing plate 6, also can make up-down adjustment by bearing adjusting bolt 4.
The specific embodiment
Two operations having finished before the installation unit plate at the scene: galvanizing slot type built-in fitting 1 is embedded in and mixes in the earth; Aluminium alloys suspension member 5 is connected with unit plate to be finished.
1. according to after the on-the-spot unwrapping wire location, galvanizing cast steel supporter plate 2 combines by galvanizing T type bolt 3 with retaining backing plate 6 and fixes, and can effectively regulate the bearing front and back position;
2. equally according to after the on-the-spot unwrapping wire location,, effectively regulate position, the bearing left and right sides by adopting the chute of slot type built-in fitting 1;
3. after galvanizing cast steel supporter plate 2 is regulated positioning and fixing, utilize hanging device to pass hole for hoist 8 on the aluminium alloys suspension member 5, the plate of slinging inserts galvanizing cast steel supporter plate 2 front end grooves, is placed on the galvanizing load-bearing square steel 7, regulate bolt by the stainless steel bearing, effectively regulate the plate upper-lower position.
Whole adjusting work is all finished at this work plane of floor, and is simple to operation, effectively increases work efficiency.

Claims (1)

1. unit type curtain wall bearing is characterized in that the unit type curtain wall bearing regulates bolt (4), T type suspension member (5), retaining backing plate (6) and load-bearing square steel (7) by slot type built-in fitting (1), cast steel supporter plate (2), T type bolt (3), bearing and form; One end of cast steel supporter plate (2) is connected with slot type built-in fitting (1) by T type bolt (3), and two jiaos of the other end have two bearings to regulate bolt (4), and there are two vertical T type grooves the centre, can insert for T type suspension member (5); T type suspension member (5) has the installing hole of a plurality of vertical arrangements, and there is a hole for hoist (8) on the top; The lower end that bearing is regulated bolt (4) has load-bearing square steel (7) to withstand.
CN2010201065744U 2010-01-29 2010-01-29 Unit type curtain wall support CN201620498U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010201065744U CN201620498U (en) 2010-01-29 2010-01-29 Unit type curtain wall support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010201065744U CN201620498U (en) 2010-01-29 2010-01-29 Unit type curtain wall support

Publications (1)

Publication Number Publication Date
CN201620498U true CN201620498U (en) 2010-11-03

Family

ID=43023954

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010201065744U CN201620498U (en) 2010-01-29 2010-01-29 Unit type curtain wall support

Country Status (1)

Country Link
CN (1) CN201620498U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013056532A1 (en) * 2011-10-20 2013-04-25 沈阳远大铝业工程有限公司 Wind load-resistant connector for unitized curtain wall
CN104328851A (en) * 2014-10-31 2015-02-04 福建建工集团总公司 Curtain wall
CN104594648A (en) * 2014-12-31 2015-05-06 上海建工一建集团有限公司 Halfen curtain wall embedded part installation device and Halfen curtain wall embedded part installation method
CN105256925A (en) * 2015-11-04 2016-01-20 深圳市三鑫幕墙工程有限公司 Vertical and horizontal adjustable support, curtain wall support and curtain wall construction
CN111236509A (en) * 2020-03-10 2020-06-05 中建八局第一建设有限公司 Deviation prevention device for embedded part of glass curtain wall

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013056532A1 (en) * 2011-10-20 2013-04-25 沈阳远大铝业工程有限公司 Wind load-resistant connector for unitized curtain wall
CN104328851A (en) * 2014-10-31 2015-02-04 福建建工集团总公司 Curtain wall
CN104594648A (en) * 2014-12-31 2015-05-06 上海建工一建集团有限公司 Halfen curtain wall embedded part installation device and Halfen curtain wall embedded part installation method
CN105256925A (en) * 2015-11-04 2016-01-20 深圳市三鑫幕墙工程有限公司 Vertical and horizontal adjustable support, curtain wall support and curtain wall construction
CN111236509A (en) * 2020-03-10 2020-06-05 中建八局第一建设有限公司 Deviation prevention device for embedded part of glass curtain wall

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20101103

Termination date: 20140129