CN102505783A - Adjacent panel misplacement unit glass wall system - Google Patents
Adjacent panel misplacement unit glass wall system Download PDFInfo
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- CN102505783A CN102505783A CN2011103032104A CN201110303210A CN102505783A CN 102505783 A CN102505783 A CN 102505783A CN 2011103032104 A CN2011103032104 A CN 2011103032104A CN 201110303210 A CN201110303210 A CN 201110303210A CN 102505783 A CN102505783 A CN 102505783A
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Abstract
The invention discloses an adjacent panel misplacement unit glass wall system, comprising a unit keel, wherein the unit keel comprises a male vertical column, a female vertical column, an upper transverse beam, a middle transverse beam and a lower transverse beam; the male vertical column, the female vertical column, the upper transverse beam, the middle transverse beam and the lower transverse beam form a frame structure; the unit keel is sequentially provided with a galvanized steel sheet, insulation rock wool and an aluminum back plate from bottom to top; outwards convex glass or inwards concave glass is arranged on the male vertical column or the female vertical column; the male vertical column and the female vertical column are respectively connected with an adjustable connecting piece; and an adjusting bolt is arranged on the adjustable connecting piece. According to the curtain system disclosed by the invention, the problem of needing excessive opening moulds, caused by the factor that panels are not on one plane, is solved, so that the engineering cost is reduced, the production efficiency is improved, and the construction period is shortened. The concave-convex model of the panel can be completed in the process of producing plate blocks, so that the installation precision of the plate blocks and the engineering effect are ensured; and in comparison with the traditional construction technology processing, the curtain system has the characteristics of simpleness for manufacture, high production efficiency, convenience for installation, and concise and practical structure.
Description
Technical field
The present invention relates to the curtain wall of building, particularly a kind of adjacent panels dislocation cell curtain wall system.
Background technology
Along with the high speed development of Chinese national economy and improving constantly of living standards of the people; And the lifting of architect's design concept " human nature in building "; Building is more and more to high-rise, high-grade, multifunctional direction development; For the outward appearance that makes building seems more attractive in appearance, the external surface of building generally all is provided with curtain wall.Curtain wall is the exterior wall pad of building, and not load-bearing hangs up as curtain, so be called the suspension wall again, is the modern large-scale lightweight body of wall of using always with highrise building that has decorative effect.By structural framing with inlay sheet material and form, do not bear the architectural exterior-protecting construction of agent structure load and effect.
Building curtain wall is that the feasible way of cell curtain wall of adjacent dislocation panel all is to make a few cover section bar modular systems at present, does not have the complete adjacent panels dislocation cell curtain wall system of a cover to solve.Increase engineering cost like this, interface position is more, and difficulty overcomes seepy question, installs at the scene, and architectural effect is difficult to guarantee.
Summary of the invention
To the deficiency of above-mentioned prior art, the purpose of this invention is to provide a kind of adjacent panels dislocation cell curtain wall system simple, easy to assembly, novelty attractive in appearance of installing.
For solving the problems of the technologies described above, the present invention adopts following technical scheme:
A kind of adjacent panels dislocation cell curtain wall system; It comprises unit keel; Said unit keel comprise public post, female column, top rail, middle cross beam and lower transverse beam; Said public post, female column, top rail, middle cross beam and lower transverse beam form a frame construction, and said unit keel are provided with galvanized steel plain sheet, heat preservation rock and aluminium backboard from bottom to top successively, and said public post or female column are provided with evagination glass or indent glass; Said public post, female column are connected with an adjustable connector respectively, and said adjustable connector is provided with the adjusting bolt.
Preferably, penetrated indent aluminium alloys ingredient on said public post, female column, the middle cross beam.
Preferably, said lower transverse beam is provided with window sill.
Preferably, said top rail is provided with the aluminium alloys tank.
Preferably, be provided with sealing joint strip between said public post and the said female column.
Preferably, the end of said public post, female column is provided with the aluminium alloys safe edge.
Technique scheme has following beneficial effect: native system makes full use of the performance of aluminium extruded sections, accomplishes difficult point in the engineering and peculiar moulding at factory floor.Overcome because of panel does not need the too much problem of die sinking on a face, reduced engineering cost, enhanced productivity, shortened construction period.The concavo-convex moulding of panel can be accomplished when plate is produced, and is guaranteed to the effect of the installation accuracy of plate and engineering, and traditional construction technology processing is relatively made simply, and production efficiency is high, and is easy for installation.Structure is succinct practical.Structure is reasonable, antitypy, and anti-seismic performance is better.Importantly, practiced thrift cost because of the minimizing of mould.The whole unit performance is good, is easier to transportation.Than traditional approach construction, to install simplyr, installation period is also shorter, has shortened construction period greatly.Native system is all accomplished most of operation in factory, the processing good planeness, and precision is high.Also overcome simultaneously the big problem of on-the-spot installation deviation.
Above-mentioned explanation only is the general introduction of technical scheme of the present invention, understands technological means of the present invention in order can more to know, and can implement according to the content of manual, below with preferred embodiment of the present invention and conjunction with figs. this patent is elaborated.
Description of drawings
Fig. 1 is the cross-sectional structural representation one of the embodiment of the invention;
Fig. 2 is the cross-sectional structural representation two of the embodiment of the invention;
Fig. 3 cuts open structural representation one for the embodiment of the invention is perpendicular;
Fig. 4 cuts open structural representation two for the embodiment of the invention is perpendicular.
The specific embodiment
Below in conjunction with accompanying drawing the preferred embodiments of the present invention are described in detail.
Shown in Fig. 1 to 4; This adjacent panels dislocation cell curtain wall system; It comprises unit keel, and the unit keel comprise public post 2, female column 1, top rail 5, middle cross beam 7 and lower transverse beam 4, and public post 2, female column 1, top rail 5, middle cross beam 7 and lower transverse beam 4 form a frame construction through screw; Penetrated indent aluminium alloys ingredient 19 on wherein public post 2, female column 1, the middle cross beam 7; Can form like this and close the frame keel, lower transverse beam 4 is provided with window sill 6, and top rail 5 is provided with aluminium alloys tank 20.Public post 2 cooperatively interacts with female column 1, is provided with sealing joint strip 13 between public post 2 and the female column 1, and is public, and 2, the end of female column 1 is provided with aluminium alloys safe edge 15.
The unit keel are provided with galvanized steel plain sheet 18, heat preservation rock 17 and aluminium backboard 11 from bottom to top successively; Public post 2 or female column 1 are provided with evagination glass 9 or indent glass 10; The end of evagination glass 9 is relative with evagination aluminium alloys ingredient 16, and the end of indent glass 10 is relative with indent aluminium alloys ingredient 19.Public post 2, female column 1 are connected with an adjustable connector 3 respectively, and adjustable connector 3 is provided with regulates bolt 12, and adjustable connector 3 can be connected with the connector 8 in being fixed on concrete, thereby the whole unit plate is fixed.
Can know that from above-mentioned narration the whole unit plate is to be connected with the interior connector 8 of concrete through adjustable connector 3, so most of operation of this system is all accomplished processing good planeness, precision height in factory.Also overcome simultaneously the big problem of on-the-spot installation deviation.Native system makes full use of the performance of aluminium extruded sections, accomplishes difficult point in the engineering and peculiar moulding at factory floor.Overcome because of panel does not need the too much problem of die sinking on a face, reduced engineering cost, enhanced productivity, shortened construction period.The concavo-convex moulding of panel can be accomplished when plate is produced, and is guaranteed to the effect of the installation accuracy of plate and engineering, and traditional construction technology processing is relatively made simply, and production efficiency is high, and is easy for installation.Structure is succinct practical.Structure is reasonable, antitypy, and anti-seismic performance is better.Importantly, practiced thrift cost because of the minimizing of mould.The whole unit performance is good, is easier to transportation.Than traditional approach construction, to install simplyr, installation period is also shorter, has shortened construction period greatly.
More than a kind of adjacent panels dislocation unit had carried out detailed introduction to the embodiment of the invention provides; For one of ordinary skill in the art; According to the thought of the embodiment of the invention, the part that on the specific embodiment and range of application, all can change, in sum; This description should not be construed as limitation of the present invention, and all any changes of making according to design philosophy of the present invention are all within protection scope of the present invention.
Claims (6)
1. adjacent panels dislocation cell curtain wall system; It is characterized in that: it comprises unit keel; Said unit keel comprise public post, female column, top rail, middle cross beam and lower transverse beam; Said public post, female column, top rail, middle cross beam and lower transverse beam form a frame construction, and said unit keel are provided with galvanized steel plain sheet, heat preservation rock and aluminium backboard from bottom to top successively, and said public post or female column are provided with evagination glass or indent glass; Said public post, female column are connected with an adjustable connector respectively, and said adjustable connector is provided with the adjusting bolt.
2. adjacent panels according to claim 1 dislocation cell curtain wall system is characterized in that: penetrated indent aluminium alloys ingredient on said public post, female column, the middle cross beam.
3. adjacent panels according to claim 1 dislocation cell curtain wall system, it is characterized in that: said lower transverse beam is provided with window sill.
4. adjacent panels according to claim 1 dislocation cell curtain wall system, it is characterized in that: said top rail is provided with the aluminium alloys tank.
5. adjacent panels according to claim 1 dislocation cell curtain wall system is characterized in that: be provided with sealing joint strip between said public post and the said female column.
6. adjacent panels according to claim 1 dislocation cell curtain wall system, it is characterized in that: the end of said public post, female column is provided with the aluminium alloys safe edge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011103032104A CN102505783A (en) | 2011-10-10 | 2011-10-10 | Adjacent panel misplacement unit glass wall system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011103032104A CN102505783A (en) | 2011-10-10 | 2011-10-10 | Adjacent panel misplacement unit glass wall system |
Publications (1)
| Publication Number | Publication Date |
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| CN102505783A true CN102505783A (en) | 2012-06-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2011103032104A Pending CN102505783A (en) | 2011-10-10 | 2011-10-10 | Adjacent panel misplacement unit glass wall system |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103469943A (en) * | 2013-09-18 | 2013-12-25 | 江苏龙升幕墙工程有限公司 | Multi-angle glass curtain wall unit plate and glass curtain wall system formed by same |
| CN103741847A (en) * | 2013-06-08 | 2014-04-23 | 江河创建集团股份有限公司 | Method for applying water resistible and breathable membrane in dislocation unit body curtain wall and dislocation unit body curtain wall |
| CN103912086A (en) * | 2014-04-10 | 2014-07-09 | 中机中联工程有限公司 | Concave and convex glass curtain wall structure and construction method for same |
| CN106592831A (en) * | 2016-12-06 | 2017-04-26 | 上海科胜幕墙有限公司 | Concave-convex type curtain wall and installing method thereof |
| CN107217766A (en) * | 2017-07-05 | 2017-09-29 | 浙江绿筑集成科技有限公司 | The general expansion joint system of curtain wall indoor and outdoor |
| CN107503453A (en) * | 2017-08-03 | 2017-12-22 | 无锡恒尚装饰工程有限公司 | One kind is floatd Window curtain wall unit |
| CN108316526A (en) * | 2018-04-04 | 2018-07-24 | 苏州柯利达装饰股份有限公司 | A kind of unit curtain wall system |
| CN109235721A (en) * | 2018-11-02 | 2019-01-18 | 南京工业大学 | Replaceable energy-consuming curtain wall anti-seismic connecting piece |
| CN109797894A (en) * | 2019-03-12 | 2019-05-24 | 武汉凌云建筑装饰工程有限公司 | A kind of vertical gradual change angle unit curtain wall system of Super High |
| CN110565850A (en) * | 2019-08-13 | 2019-12-13 | 北京江河幕墙系统工程有限公司 | Concave glass and convex metal plate combined type assembled curtain wall and construction method |
| CN110565857A (en) * | 2019-08-20 | 2019-12-13 | 金刚幕墙集团有限公司 | Cross gradually-changed unit type curtain wall system |
| CN111075078A (en) * | 2019-12-24 | 2020-04-28 | 江河创建集团股份有限公司 | Special-shaped transverse locking type double-face panel unit curtain wall system and construction method thereof |
| CN111910801A (en) * | 2020-06-11 | 2020-11-10 | 成都江河幕墙系统工程有限公司 | Concave-convex staggered joint curved surface unit curtain wall system and installation method thereof |
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| CN2848991Y (en) * | 2005-12-23 | 2006-12-20 | 沈阳远大铝业工程有限公司 | Unit type curtain wall structure |
| CN201649380U (en) * | 2010-04-14 | 2010-11-24 | 江苏苏鑫装饰(集团)公司 | Small clearance fit opening-type unit glass curtain wall aluminum alloy system |
| CN201850674U (en) * | 2010-08-27 | 2011-06-01 | 杜军桦 | Installing and adjusting structure of building curtain wall stand column and building main body |
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2011
- 2011-10-10 CN CN2011103032104A patent/CN102505783A/en active Pending
Patent Citations (3)
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| CN2848991Y (en) * | 2005-12-23 | 2006-12-20 | 沈阳远大铝业工程有限公司 | Unit type curtain wall structure |
| CN201649380U (en) * | 2010-04-14 | 2010-11-24 | 江苏苏鑫装饰(集团)公司 | Small clearance fit opening-type unit glass curtain wall aluminum alloy system |
| CN201850674U (en) * | 2010-08-27 | 2011-06-01 | 杜军桦 | Installing and adjusting structure of building curtain wall stand column and building main body |
Cited By (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741847A (en) * | 2013-06-08 | 2014-04-23 | 江河创建集团股份有限公司 | Method for applying water resistible and breathable membrane in dislocation unit body curtain wall and dislocation unit body curtain wall |
| CN103741847B (en) * | 2013-06-08 | 2016-01-20 | 江河创建集团股份有限公司 | Method and the faulting of slab ends cell cube curtain wall of waterproof ventilated membrane is applied in faulting of slab ends cell cube curtain wall |
| CN103469943B (en) * | 2013-09-18 | 2016-05-04 | 江苏龙升节能科技股份有限公司 | Multi-angle glass curtain wall unit plate and consisting of glass curtain wall system |
| CN103469943A (en) * | 2013-09-18 | 2013-12-25 | 江苏龙升幕墙工程有限公司 | Multi-angle glass curtain wall unit plate and glass curtain wall system formed by same |
| CN103912086A (en) * | 2014-04-10 | 2014-07-09 | 中机中联工程有限公司 | Concave and convex glass curtain wall structure and construction method for same |
| CN103912086B (en) * | 2014-04-10 | 2015-12-02 | 中机中联工程有限公司 | Concavo-convex glass curtain wall structure and construction method thereof |
| CN106592831A (en) * | 2016-12-06 | 2017-04-26 | 上海科胜幕墙有限公司 | Concave-convex type curtain wall and installing method thereof |
| CN107217766B (en) * | 2017-07-05 | 2022-08-09 | 浙江绿筑集成科技有限公司 | Curtain wall indoor and outdoor universal expansion joint system |
| CN107217766A (en) * | 2017-07-05 | 2017-09-29 | 浙江绿筑集成科技有限公司 | The general expansion joint system of curtain wall indoor and outdoor |
| CN107503453A (en) * | 2017-08-03 | 2017-12-22 | 无锡恒尚装饰工程有限公司 | One kind is floatd Window curtain wall unit |
| CN108316526A (en) * | 2018-04-04 | 2018-07-24 | 苏州柯利达装饰股份有限公司 | A kind of unit curtain wall system |
| CN109235721A (en) * | 2018-11-02 | 2019-01-18 | 南京工业大学 | Replaceable energy-consuming curtain wall anti-seismic connecting piece |
| CN109235721B (en) * | 2018-11-02 | 2024-04-12 | 南京工业大学 | Replaceable energy-consumption type curtain wall anti-seismic connecting piece |
| CN109797894A (en) * | 2019-03-12 | 2019-05-24 | 武汉凌云建筑装饰工程有限公司 | A kind of vertical gradual change angle unit curtain wall system of Super High |
| CN110565850A (en) * | 2019-08-13 | 2019-12-13 | 北京江河幕墙系统工程有限公司 | Concave glass and convex metal plate combined type assembled curtain wall and construction method |
| CN110565850B (en) * | 2019-08-13 | 2020-10-23 | 北京江河幕墙系统工程有限公司 | Concave glass and convex metal plate combined type assembled curtain wall and construction method |
| CN110565857A (en) * | 2019-08-20 | 2019-12-13 | 金刚幕墙集团有限公司 | Cross gradually-changed unit type curtain wall system |
| CN111075078A (en) * | 2019-12-24 | 2020-04-28 | 江河创建集团股份有限公司 | Special-shaped transverse locking type double-face panel unit curtain wall system and construction method thereof |
| CN111075078B (en) * | 2019-12-24 | 2021-06-08 | 江河创建集团股份有限公司 | Special-shaped transverse locking type double-face panel unit curtain wall system and construction method thereof |
| CN111910801A (en) * | 2020-06-11 | 2020-11-10 | 成都江河幕墙系统工程有限公司 | Concave-convex staggered joint curved surface unit curtain wall system and installation method thereof |
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Application publication date: 20120620 |