CN202925724U - Bracket gravity members for curtain bracket and curtain bracket - Google Patents

Bracket gravity members for curtain bracket and curtain bracket Download PDF

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Publication number
CN202925724U
CN202925724U CN 201220618077 CN201220618077U CN202925724U CN 202925724 U CN202925724 U CN 202925724U CN 201220618077 CN201220618077 CN 201220618077 CN 201220618077 U CN201220618077 U CN 201220618077U CN 202925724 U CN202925724 U CN 202925724U
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CN
China
Prior art keywords
support
gravity member
bracket
crossbeam
curtain wall
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
CN 201220618077
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Chinese (zh)
Inventor
曾文涛
张红波
卜庆祥
吕海东
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.)
Beijing Lingyun Hongda Curtain Wall Engineering Co ltd
Original Assignee
Beijing Jeg New Energy Tech Development 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
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Priority to CN 201220618077 priority Critical patent/CN202925724U/en
Application granted granted Critical
Publication of CN202925724U publication Critical patent/CN202925724U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to bracket gravity members for a curtain bracket and a curtain bracket. The curtain bracket comprises more than one bracket gravity members, upper and lower adjusting puller bolts and horizontal deviation adjusting bolts equal to the bracket gravity members in quantity, a slot buried piece and an L-shaped tray cross beam. The bracket gravity members are parallely placed in the vertical direction. An upper and lower adjusting puller bolt is fixedly arranged at the top of each bracket gravity member vertically, and a horizontal deviation adjusting bolt is fixedly arranged at the bottom horizontally. The slot buried piece stretches over the middle upper part of the backs of all bracket gravity members and is fixedly arranged on the bracket gravity members through bolts. The L-shaped tray cross beam is horizontally parallel to the slot buried piece, stretches over the middle lower parts in the front of the bracket gravity members, and is fixedly arranged on the bracket gravity members through bolts. The curtain bracket is simple and skillful in structure, reliable in quality, high in construction precision, high in safety degree, high in construction efficiency and low in cost.

Description

The support gravity member that a kind of curtain wall support is used and curtain wall support
Technical field
The utility model relates to mechanical field, relates in particular to support gravity member and curtain wall support that a kind of curtain wall support that is applicable to clear water brick curtain wall is used.
Background technology
Curtain wall is the exterior wall pad of building, and not load-bearing hangs up as curtain, therefore be called again the suspension wall, is the modern large-scale Light Wall with decorative effect of commonly using with highrise building.By structural framing with inlay sheet material and form, do not bear the architectural exterior-protecting construction of agent structure load and effect.
Have clear water brick curtain wall supporting structure now as shown in Figure 1, its action principle: clear water brick curtain wall slab is cladding on facade by mounting system, play building external and protect decoration function.
Work progress is as follows: according to the lattice dimensional requirement of clear water brick curtain wall slab, design appropriate intervals on exterior wall, according to the interval, that the slot type embedded part is pre-buried in every layer main body structure crossbeam, by T-shaped bolt, support gravity member is fixed on the slot type embedded part, and making the support gravity member back side parallel with body of wall, the mode by welding is fixed on L-type stainless steel supporting plate crossbeam on support gravity member.Clear water brick curtain wall slab is by L-type stainless steel supporting plate crossbeam support, support gravity member is according to the lattice dimensional requirement of clear water brick curtain wall slab, design suitable spacing and be distributed in L-type stainless steel supporting plate crossbeam two ends, so just form the load bearing system of a full unit lattice, clear water brick curtain wall is divided into unit system cladding on building body.
Fig. 2 is the structure chart of the support gravity member of existing clear water brick curtain wall support.
Shortcoming or weak point that existing curtain wall support exists are as follows:
1, the each several part of support gravity member adopts Type of Welding to fix, although also complete in the factory process manufacturing, welding quality and precision are difficult for assurance, and prouctiveness is low, and processing cost is relatively high;
2, L-type stainless steel supporting plate crossbeam and support gravity member need to be welded to connect at the construction field (site), and welding surroundings is poor, and the welding job amount is large, and quality is difficult for assurance, and construction usefulness is low;
3, the location adjusting adopts sawtooth and taperliner to regulate up and down, and precision is relatively poor, construction and installation are inconvenient;
4, lack level turnover location adjusting, when the exterior wall surface out-of-flatness, can't satisfy horizontal direction location adjusting, must increase the member of manufacturing new spec, compliance is relatively poor.
The utility model content
Technical problem to be solved in the utility model is for the deficiencies in the prior art, the support gravity member and the curtain wall support that provide a kind of curtain wall support to use, this supporting structure is simply ingenious, reliable in quality, the construction accuracy is high, degree of safety is high, efficiency of construction is high, with low cost.
The technical scheme that the utility model solves the problems of the technologies described above is as follows: the support gravity member that a kind of curtain wall support is used, it is characterized in that, and comprise up-down adjustment locating piece, lateral stability stiffener, cantilever bracket, crossbeam supporting plate and crossbeam location otic placode; Described up-down adjustment locating piece is rectangular structure, and the one side is provided with rectangular channel, and its top is provided with the fixing hole of, is used for fixedly up-down adjustment puller bolt; Described lateral stability stiffener is platy structure, is fixed on the bottom of up-down adjustment locating piece, and its bottom is provided with a fixing hole, is used for fixed level bias adjustment bolt; Described cantilever bracket is the class tripod structure, comprises tripod and trailing arm, and trailing arm is stretched out by a drift angle of tripod, and described tripod is fixed on a face of lateral stability stiffener; Described crossbeam supporting plate is plank frame, is fixed on the cantilever of cantilever bracket, and vertical with cantilever; Described crossbeam location otic placode vertically is fixed on an end of the close cantilever bracket of crossbeam supporting plate, and all vertical with the cantilever of crossbeam supporting plate and cantilever bracket, parallel with the lateral stability stiffener, described crossbeam is located otic placode and is provided with two fixing holes, is used for being bolted L-type supporting plate crossbeam.
On the basis of technique scheme, the utility model can also be done following improvement.
Further, described support gravity member adopts the integral casting process processing and manufacturing, is the integral type structure.
Further, the described lateral stability stiffener position that is provided with fixing hole is connected with structure vertical direction parallel misalignment and the transition of its upper end.
Another technical scheme that the utility model solves the problems of the technologies described above is as follows: a kind of curtain wall support, comprise more than one support gravity member, the up-down adjustment puller bolt and the horizontal departure adjusting bolt that equate with support gravity number of components, slot type embedded part and L-type supporting plate crossbeam; Described support gravity member vertical direction laid parallel, vertically be fixed with a up-down adjustment puller bolt in the fixing hole at the top of the up-down adjustment locating piece of each support gravity member, in the fixing hole of the lateral stability stiffener of support gravity member bottom, level is fixed with a horizontal departure adjusting bolt; Described slot type embedded part is across the middle part of rectangular channel of the up-down adjustment locating piece of all support gravity members, and passes rectangular channel on the up-down adjustment locating piece by bolt, is fixed on support gravity member; Described L-type supporting plate crossbeam and slot type embedded part horizontal parallel are across on the crossbeam supporting plate of all support gravity members, and are bolted on support gravity member.
On the basis of technique scheme, the utility model can also be done following improvement.
Further, described support gravity member adopts the integral casting process processing and manufacturing, is the integral type structure.
Further, described slot type embedded part is bolted on support gravity member by T-shaped.
Further, described each up-down adjustment puller bolt, horizontal departure adjusting bolt, T-shaped bolt and set bolt place are equipped with reverse anti-loosening clamp nut.
Further, the horizontal length of described slot type embedded part and L-type supporting plate crossbeam can lengthen as required or shorten.
Further, described curtain wall support adopts stainless steel material to make.
The beneficial effects of the utility model are: the utility model improves on prior art, has obtained following beneficial effect:
1, described support gravity member adopts the integral casting process processing and manufacturing, is the integral type structure, only needs to determine that the specification die sinking namely can be mass, and quality and precision all easily guarantee;
2, the length of the L-type stainless steel supporting plate crossbeam of curtain wall support can design as required, it crosses over a plurality of support gravity members, and by the bolt mechanical connection, the mechanical erection fixed form is all adopted in on-the-spot installation, avoided welding operation, installation rate improves greatly;
3, the threaded adjusting that adopts the up and down puller bolt is regulated in the location up and down, has greatly improved accuracy and flexibility that member is located up and down, and construction and installation are more convenient;
4, level turnover location is regulated and is adopted the horizontal departure adjusting bolt, has increased level and has passed in and out the position regulatory function, has solved the irregular horizontal location problem of on-the-spot structural plane, has reduced the kind of on-the-spot member, more is conducive to the convenience of site operation tissue.
Description of drawings
Fig. 1 is prior art clear water brick curtain wall rack assumption diagram;
Fig. 2 is the support gravity element structure figure of clear water brick curtain wall support in prior art;
Fig. 3 is the structure chart of a kind of support gravity framework described in the utility model;
Fig. 4 is the structure chart of a kind of curtain wall support described in the utility model;
Fig. 5 is the left view of Fig. 4;
Fig. 6 is the mounting structure schematic diagram of a kind of curtain wall support described in the utility model.
In accompanying drawing, the list of parts of each label representative is as follows:
1, support gravity member, 2, slot type embedded part, 3, L-type supporting plate crossbeam, 101, up-down adjustment locating piece, 102, lateral stability stiffener, 103, cantilever bracket, 104, crossbeam supporting plate, 105, crossbeam location otic placode, 201, support gravity member, 202, slot type embedded part, 203, L-type supporting plate crossbeam, 201-1, up-down adjustment puller bolt, 201-2, horizontal departure adjusting bolt, 201-3, reverse anti-loosening clamp nut, 202-1, T-shaped bolt, 203-1, set bolt, 301, external wall, 302, the curtain wall support.
The specific embodiment
Below in conjunction with accompanying drawing, principle of the present utility model and feature are described, example only is used for explaining the utility model, is not be used to limiting scope of the present utility model.
As shown in Figure 1, the support gravity member that a kind of curtain wall support is used comprises up-down adjustment locating piece 101, lateral stability stiffener 102, cantilever bracket 103, crossbeam supporting plate 104 and crossbeam location otic placode 105; Described up-down adjustment locating piece 101 is rectangular structure, and the one side is provided with rectangular channel, and its top is provided with the fixing hole of, is used for fixedly up-down adjustment puller bolt; Described lateral stability stiffener 102 is platy structure, is fixed on the bottom of up-down adjustment locating piece 101, and its bottom is provided with a fixing hole, is used for fixed level bias adjustment bolt; Described cantilever bracket 103 is the class tripod structure, comprises tripod and trailing arm, and trailing arm is stretched out by a drift angle of tripod, and described tripod is fixed on a face of lateral stability stiffener 102; Described crossbeam supporting plate 104 is plank frame, is fixed on the cantilever of cantilever bracket 103, and vertical with cantilever; Described crossbeam location otic placode 105 vertically is fixed on an end of the close cantilever bracket 103 of crossbeam supporting plate 104, all vertical with the cantilever of crossbeam supporting plate 104 and cantilever bracket 103, parallel with lateral stability stiffener 102, described crossbeam location otic placode 105 is provided with two fixing holes, is used for being bolted L-type supporting plate crossbeam.
Wherein, described support gravity member adopts the integral casting process processing and manufacturing, is the integral type structure.
Wherein, described lateral stability stiffener 102 position that is provided with fixing hole is connected with structure vertical direction parallel misalignment and the transition of its upper end.
As shown in Figure 2 and Figure 3, a kind of curtain wall support comprises more than one support gravity member 201, the up-down adjustment puller bolt 201-1 and the horizontal departure adjusting bolt 201-2 that equate with support gravity member 201 numbers, slot type embedded part 202 and L-type supporting plate crossbeam 203; Described support gravity member 201 vertical direction laid parallels, vertically be fixed with a up-down adjustment puller bolt 201-1 in the fixing hole at the top of the up-down adjustment locating piece 101 of each support gravity member 201, in the fixing hole of lateral stability stiffener 102 bottoms of support gravity member 201, level is fixed with a horizontal departure adjusting bolt 201-2; Described slot type embedded part 202 is across the middle part of rectangular channel of the up-down adjustment locating piece 101 of all support gravity members 201, and passes the rectangular channel of up-down adjustment locating piece 101 by T-shaped bolt 202-1, is fixed on support gravity member 201; Described L-type supporting plate crossbeam 203 and slot type embedded part 202 horizontal parallel, be across on the crossbeam supporting plate 104 of all support gravity members 201, and pass by set bolt 203-1 that on the crossbeam location otic placode 105 of support gravity member 201, fixing hole is fixed on support gravity member 201.
Wherein, described support gravity member 201 adopts the integral casting process processing and manufacturing, is the integral type structure.
Wherein, described slot type embedded part 202 is fixed on support gravity member by T-shaped bolt 202-1.
Wherein, described each up-down adjustment puller bolt 201-1, horizontal departure adjusting bolt 201-2, T-shaped bolt 202-1 and set bolt 203-1 place are equipped with reverse anti-loosening clamp nut 201-3.
Wherein, the horizontal length of described slot type embedded part 202 and L-type supporting plate crossbeam 203 can lengthen as required or shorten.
Wherein, described curtain wall support adopts stainless steel material to make, and in the present embodiment, stainless steel adopts and is equal to 316 materials, and matter slot type embedded part can adopt carbon steel material; Other stainless steels are also within protection domain.
As shown in Figure 4, the Load Transfer situation of curtain wall support 302: the curtain wall gravity load is directly passed to L-type stainless steel supporting plate crossbeam 203, by L-type carriage crossbeam 203, power is distributed to corresponding support gravity member 201, then by T-shaped bolt 202-1, slot type embedded part 202, hold out against the compound actions such as adjusting bolt 201-1 up and down load finally passed to external wall 301.
The utility model improves on prior art, has obtained following beneficial effect:
1, the processing and manufacturing industrialized level is higher: the support gravity member that existing clear water brick curtain wall support is used adopts Type of Welding, although also complete in the factory process manufacturing, welding quality and precision are difficult for assurance, and prouctiveness is low; The support gravity member that clear water brick curtain wall support described in the utility model is used adopts the integral casting process processing and manufacturing, only needs to determine that the specification die sinking namely can be mass, and quality and precision all easily guarantee;
2, the mechanical erection fixed form is all adopted in the on-the-spot installation of existing clear water brick curtain wall support, avoided welding operation, efficiency of construction is higher: in former design, L-type stainless steel supporting plate crossbeam and support gravity member need to be welded to connect at the construction field (site), the one welding quality is difficult for guaranteeing, it installs location and speed of application slower two due to factor such as welding temperature distortion etc.; The L-type stainless steel supporting plate crossbeam that the utility model relates to is crossed on support gravity member, realizes multispan bolt mechanical connection, has avoided the site operation welding job, and installation rate improves greatly;
3, the form innovation design is regulated in the location up and down: the support gravity member that existing clear water brick curtain wall support is used is located adjusting up and down by age of a draught animal profile of tooth structure, and the adjusting step-length is large, and the construction positioning accuracy is relatively poor; The screw thread that now original age of a draught animal type regulative mode is changed into the up-down adjustment puller bolt carries out up-down adjustment, has greatly improved accuracy and flexibility that member is located up and down, and construction and installation are more convenient;
4, innovative design is regulated in structural plane out-of-flatness level turnover location: existing clear water brick curtain wall support can't satisfy horizontal direction location adjusting when the structural plane out-of-flatness, must increase the member of making new spec, and compliance is relatively poor; The support gravity member that the utility model relates to has carried out the local flow improvement adjustment, increased a level turnover regulatory function, solved the irregular horizontal location problem of on-the-spot structural plane, reduced the kind of on-the-spot member, more be conducive to site operation and organize convenience.
The above is only preferred embodiment of the present utility model, and is in order to limit the utility model, not all within spirit of the present utility model and principle, any modification of doing, is equal to replacement, improvement etc., within all should being included in protection domain of the present utility model.

Claims (9)

1. the support gravity member that the curtain wall support is used, is characterized in that, comprises up-down adjustment locating piece, lateral stability stiffener, cantilever bracket, crossbeam supporting plate and crossbeam location otic placode; Described up-down adjustment locating piece is rectangular structure, and the one side is provided with rectangular channel, and its top is provided with the fixing hole of; Described lateral stability stiffener is platy structure, is fixed on the bottom of up-down adjustment locating piece, and its bottom is provided with a fixing hole; Described cantilever bracket is the class tripod structure, comprises tripod and trailing arm, and trailing arm is stretched out by a drift angle of tripod, and described tripod is fixed on a face of lateral stability stiffener; Described crossbeam supporting plate is plank frame, is fixed on the cantilever of cantilever bracket, and vertical with cantilever; Described crossbeam location otic placode vertically is fixed on an end of the close cantilever bracket of crossbeam supporting plate, and all vertical with the cantilever of crossbeam supporting plate and cantilever bracket, parallel with the lateral stability stiffener, described crossbeam is located otic placode and is provided with two fixing holes.
2. the support gravity member used of a kind of curtain wall support according to claim 1, is characterized in that, described support gravity member adopts the integral casting process processing and manufacturing, is the integral type structure.
3. the support gravity member used of a kind of curtain wall support according to claim 1, is characterized in that, the position that described lateral stability stiffener is provided with fixing hole is connected with structure vertical direction parallel misalignment and the transition of its upper end.
4. an application rights requires the curtain wall support of 1 described support gravity member, it is characterized in that, comprise more than one support gravity member, the up-down adjustment puller bolt and the horizontal departure adjusting bolt that equate with support gravity number of components, slot type embedded part and L-type supporting plate crossbeam; Described support gravity member vertical direction laid parallel, vertically be fixed with a up-down adjustment puller bolt in the fixing hole at the top of the up-down adjustment locating piece of each support gravity member, in the fixing hole of the lateral stability stiffener of support gravity member bottom, level is fixed with a horizontal departure adjusting bolt; Described slot type embedded part is across the middle part of rectangular channel of the up-down adjustment locating piece of all support gravity members, and passes the rectangular channel of up-down adjustment locating piece by bolt, is fixed on support gravity member; Described L-type supporting plate crossbeam and slot type embedded part horizontal parallel are across on the crossbeam supporting plate of all support gravity members, and are fixed on support gravity member by set bolt.
5. a kind of application rights requires the curtain wall support of 1 described support gravity member according to claim 4, it is characterized in that, described support gravity member adopts the integral casting process processing and manufacturing, is the integral type structure.
6. a kind of application rights requires the clear water brick curtain wall support of 1 described support gravity member according to claim 4, it is characterized in that, described slot type embedded part is bolted on support gravity member by T-shaped.
7. a kind of application rights requires the curtain wall support of 1 described support gravity member according to claim 4, it is characterized in that, described each up-down adjustment puller bolt, horizontal departure adjusting bolt, T-shaped bolt and set bolt place are equipped with reverse anti-loosening clamp nut.
8. a kind of application rights requires the curtain wall support of 1 described support gravity member according to claim 4, it is characterized in that, the horizontal length of described slot type embedded part and L-type supporting plate crossbeam can lengthen as required or shorten.
9. a kind of application rights requires the curtain wall support of 1 described support gravity member according to claim 4, it is characterized in that, described curtain wall support adopts stainless steel material to make.
CN 201220618077 2012-11-20 2012-11-20 Bracket gravity members for curtain bracket and curtain bracket Expired - Fee Related CN202925724U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220618077 CN202925724U (en) 2012-11-20 2012-11-20 Bracket gravity members for curtain bracket and curtain bracket

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Application Number Priority Date Filing Date Title
CN 201220618077 CN202925724U (en) 2012-11-20 2012-11-20 Bracket gravity members for curtain bracket and curtain bracket

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN104656674A (en) * 2014-12-25 2015-05-27 中国工程物理研究院机械制造工艺研究所 Method for adjusting deflexion of cantilever mechanical structure
CN104803321A (en) * 2015-05-06 2015-07-29 安徽安凯汽车股份有限公司 Assembly for mounting front independent suspension of passenger car
CN108331219A (en) * 2018-05-04 2018-07-27 中建二局装饰工程有限公司 A kind of curtain wall support connecting elements and curtain wall support
WO2019079932A1 (en) * 2017-10-23 2019-05-02 青岛海信电器股份有限公司 Wall-mounting bracket for projection screen
US10436381B2 (en) 2017-10-23 2019-10-08 Qingdao Hisense Laser Display Co., Ltd. Wall-hung bracket for projection screen

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104656674A (en) * 2014-12-25 2015-05-27 中国工程物理研究院机械制造工艺研究所 Method for adjusting deflexion of cantilever mechanical structure
CN104656674B (en) * 2014-12-25 2017-02-22 中国工程物理研究院机械制造工艺研究所 Method for adjusting deflexion of cantilever mechanical structure
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
CN104803321A (en) * 2015-05-06 2015-07-29 安徽安凯汽车股份有限公司 Assembly for mounting front independent suspension of passenger car
WO2019079932A1 (en) * 2017-10-23 2019-05-02 青岛海信电器股份有限公司 Wall-mounting bracket for projection screen
US10436381B2 (en) 2017-10-23 2019-10-08 Qingdao Hisense Laser Display Co., Ltd. Wall-hung bracket for projection screen
CN108331219A (en) * 2018-05-04 2018-07-27 中建二局装饰工程有限公司 A kind of curtain wall support connecting elements and curtain wall support

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20170911

Address after: 100020 Beijing city Chaoyang District red barracks Road No. 15 building B room 602 rip

Patentee after: Beijing Lingyun Hongda curtain wall engineering Co.,Ltd.

Address before: 100101 Beijing City, Chaoyang District Asian Sports Village Beichen Road No. 8 Huixin apartment 701 room

Patentee before: BEIJING JEG NEW ENERGY TECH. DEVELOPMENT Co.,Ltd.

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

Granted publication date: 20130508

Termination date: 20211120