CN102561564A - Combined upright post structure for glass curtain wall - Google Patents
Combined upright post structure for glass curtain wall Download PDFInfo
- Publication number
- CN102561564A CN102561564A CN2011104536118A CN201110453611A CN102561564A CN 102561564 A CN102561564 A CN 102561564A CN 2011104536118 A CN2011104536118 A CN 2011104536118A CN 201110453611 A CN201110453611 A CN 201110453611A CN 102561564 A CN102561564 A CN 102561564A
- Authority
- CN
- China
- Prior art keywords
- curtain wall
- column
- upright post
- projections
- pillar construction
- 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.)
- Pending
Links
Images
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention relates to a combined upright post structure for a glass curtain wall. The structure comprises a front upright post and a rear upright post, wherein the rear end of the front upright post is fixedly connected with the front end of the rear upright post; and the rear end of the front upright post is provided with two lugs, the front end of the rear upright post is provided with two lugs, and each of the four lugs is provided with a bolt hole. Compared with the prior art, the structure has the advantages of light weight, easiness in installation, high safety and the like.
Description
Technical field
The present invention relates to a kind of pillar construction of curtain wall, especially relate to a kind of combined pillar construction that is used for curtain wall.
Background technology
Adapt to the large-span glass curtain wall at present and mainly contain several big forms: 1, heavy in section steel structure girder; 2, steel truss; 3, drag-line; 4, hanged glass curtain wall.
More than several kinds of curtain wall forms be non-aluminium alloys pillar construction system, the existing combined aluminium alloys column that adopts can well be filled up this blank.At first heavy in section girder steel and steel truss are owing to the above comparatively difficulty of installing of half ton of Dan Pinchong beam, and antiseptic property is not strong, and cable curtain wall is very high owing to former civil engineering structure bearing capacity is required, and only limits to point-supporting curtain.The hanged glass curtain wall is because plate is bigger, and transport of materials and installation are all comparatively difficult, and heat-insulating property is relatively poor.
Summary of the invention
The object of the invention be exactly provide in order to overcome the defective that above-mentioned prior art exists a kind of in light weight, simple and easy, the safe combined pillar construction that is used for curtain wall is installed.
The object of the invention can be realized through following technical scheme:
A kind of combined pillar construction that is used for curtain wall is characterized in that, comprises front column and rear column, and the rear end of described front column is fixedly connected with the front end of rear column.
The rear end of described front column is provided with two projections, and the front end of described rear column is provided with two projections, is equipped with bolt hole on these four projections.
Also comprise fastening bolt, this fastening bolt passes four bolts hole on the projection successively, fixes front column and rear column.
Described front column front end is provided with rectangular recess.
The thickness of described four projections is 6～10mm.
Compared with prior art, the present invention has the following advantages:
1, in light weight, install comparatively simple and easy;
2, be suitable for curtain wall between 8～10 meters of the single spans, left and right sides lattice can reach 2.1 meters, can well realize macroplate, the outward appearance yardstick requirement of large span;
3, the material materials are more economized, and avoid steel aluminium to combine to produce the internal stress problem because of temperature difference reason causes the stroke difference, have improved safety.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is a front column structural representation of the present invention;
Fig. 3 is a rear column structural representation of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing and specific embodiment the present invention is elaborated.
Embodiment
Like Fig. 1, Fig. 2, shown in Figure 3, a kind of combined pillar construction that is used for curtain wall comprises front column 1, rear column 2 and fastening bolt 3; The rear end of described front column 1 is provided with two first projections 12; This first projection is provided with first bolt hole 121, and the front end of described rear column 2 is provided with two second projections 21, and described second projection is provided with second bolt hole; Fastening bolt 3 passes four bolts hole on the projection successively, fixes front column and rear column.Described front column front end is provided with rectangular recess 11.The thickness of described four projections is 6mm.
Front column 1, rear column 2 and carry out mechanical connection through the A4-70 stainless steel fastening bolt of M8X25 after handing over hinge to be in the workshop to hold the bolt via hole successfully by the spacing of 200mm, transporting building-site after the completion to just can be by dress.Pillar construction of the present invention is certain reinforced window wall column, satisfies that conventional aluminium column can not adapt to a kind of of the requirement of span curtain wall and the combined aluminium alloys column that extends out.
Claims (5)
1. a combined pillar construction that is used for curtain wall is characterized in that, comprises front column and rear column, and the rear end of described front column is fixedly connected with the front end of rear column.
2. a kind of combined pillar construction that is used for curtain wall according to claim 1 is characterized in that the rear end of described front column is provided with two projections, and the front end of described rear column is provided with two projections, is equipped with bolt hole on these four projections.
3. a kind of combined pillar construction that is used for curtain wall according to claim 2 is characterized in that also comprise fastening bolt, this fastening bolt passes four bolts hole on the projection successively, fixes front column and rear column.
4. a kind of combined pillar construction that is used for curtain wall according to claim 2 is characterized in that described front column front end is provided with rectangular recess.
5. a kind of combined pillar construction that is used for curtain wall according to claim 2 is characterized in that the thickness of described four projections is 6～10mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104536118A CN102561564A (en) | 2011-12-29 | 2011-12-29 | Combined upright post structure for glass curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104536118A CN102561564A (en) | 2011-12-29 | 2011-12-29 | Combined upright post structure for glass curtain wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102561564A true CN102561564A (en) | 2012-07-11 |
Family
ID=46408038
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011104536118A Pending CN102561564A (en) | 2011-12-29 | 2011-12-29 | Combined upright post structure for glass curtain wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102561564A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979229A (en) * | 2012-11-30 | 2013-03-20 | 上海玻机智能幕墙股份有限公司 | Energy saving type combination upright post |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20080110390A (en) * | 2007-06-15 | 2008-12-18 | 해안 주식회사 | Fixing structure of the pair glass and window frame for curtain-wall |
| CN101769026A (en) * | 2008-12-30 | 2010-07-07 | 徐友才 | Liner plate aluminum alloy sections for decorating steel structure curtain wall posts |
| CN101769028A (en) * | 2008-12-30 | 2010-07-07 | 徐友才 | Connecting piece aluminum alloy section bar of steel-aluminum combined curtain wall |
| CN102155062A (en) * | 2011-04-08 | 2011-08-17 | 广东金刚幕墙工程有限公司 | External trim strip system for curtain wall |
-
2011
- 2011-12-29 CN CN2011104536118A patent/CN102561564A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20080110390A (en) * | 2007-06-15 | 2008-12-18 | 해안 주식회사 | Fixing structure of the pair glass and window frame for curtain-wall |
| CN101769026A (en) * | 2008-12-30 | 2010-07-07 | 徐友才 | Liner plate aluminum alloy sections for decorating steel structure curtain wall posts |
| CN101769028A (en) * | 2008-12-30 | 2010-07-07 | 徐友才 | Connecting piece aluminum alloy section bar of steel-aluminum combined curtain wall |
| CN102155062A (en) * | 2011-04-08 | 2011-08-17 | 广东金刚幕墙工程有限公司 | External trim strip system for curtain wall |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979229A (en) * | 2012-11-30 | 2013-03-20 | 上海玻机智能幕墙股份有限公司 | Energy saving type combination upright post |
| CN102979229B (en) * | 2012-11-30 | 2015-05-20 | 上海玻机智能幕墙股份有限公司 | Energy saving type combination upright post |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108468384B (en) | Assembled self-recovery energy-consumption type frame core tube structure system | |
| CN203462764U (en) | Large cantilever promotion counter-force frame | |
| CN102995756B (en) | Concrete-filled rectangular steel tube column-box girder full-bolt connection node and construction method | |
| CN103422679A (en) | Large cantilever promotion counter-force frame | |
| CN105544372A (en) | Magnetic levitation encircled track traffic double-line track beam | |
| CN102454218B (en) | Tube-in-tube structure for reinforced concrete core tubes and integrally-assembled space steel grids | |
| CN105133731A (en) | Fabricated steel and concrete combination structure | |
| CN204001650U (en) | Overhanging scaffold for building | |
| CN102493553A (en) | Member for connection node of reinforced beam and steel beam and construction method thereof | |
| CN202430866U (en) | Combined stand column structure | |
| CN103104057A (en) | Full-glass self-balance glass curtain wall | |
| CN102561564A (en) | Combined upright post structure for glass curtain wall | |
| CN202577580U (en) | Multilayer longspan assembled integral space steel grid building structure | |
| CN201972271U (en) | Novel precast reinforced concrete shear wall | |
| CN202945714U (en) | Combined stand column | |
| CN203891256U (en) | Field splicing node of shear walls of steel pipe bundle combination structure | |
| CN204126297U (en) | A kind of temporary support of steel truss roof | |
| CN105544371A (en) | Magnetic levitation encircled track traffic double-line track beam | |
| CN103122658B (en) | Industrial fabricated multi-story steel frame structure and construction method thereof | |
| CN105568789A (en) | Two-line rail girder of maglev rail-holding rail transit | |
| CN202627543U (en) | Frame beam main reinforcement fixing device | |
| CN103741818A (en) | Connecting joint of prefabricated reinforced concrete beam and steel tube column | |
| CN103114680A (en) | J section steel and application thereof | |
| CN202466898U (en) | Holohyaline self-balance glass curtain wall | |
| CN106088398A (en) | A kind of combined wall board |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20120711 |