CN101343900B - Large-span non-upright post curtain wall system - Google Patents
Large-span non-upright post curtain wall system Download PDFInfo
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- CN101343900B CN101343900B CN 200810118885 CN200810118885A CN101343900B CN 101343900 B CN101343900 B CN 101343900B CN 200810118885 CN200810118885 CN 200810118885 CN 200810118885 A CN200810118885 A CN 200810118885A CN 101343900 B CN101343900 B CN 101343900B
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Abstract
The invention provides a long-span non-column curtain wall system. The overall structure of the curtain wall system adopts the mode that a frame supported glass curtain wall structure is combined with a pulling rod glass curtain wall structure. A cross beam is arranged in each transversal splicing seam on a glass panel, one end of each cross beam is connected with a cross beam supporting structure, and the other end of the cross beam is spliced with the adjacent cross beam through a core sleeve, and the upper part and the lower part of the cross beam supporting structure are respectively connected with an upper top structure and a lower bottom structure. A hanging rod system is downward installed on the upper top structure, and under the deadweight function of the glass, the cross beam constantly stays in a horizontal state or within the flexibility scope. The hanging rod system and the cross beams are crossed and inserted into the pre-drilled holes on the cross beams, load bearing and adjusting nuts are installed at the lower parts of the pre-drilled holes, and the cross beams are supported on the load bearing and adjusting nuts. The glass panel is inserted and fixed in glass installation grooves of the upper and lower cross beams. The invention realizes the long-span horizontal transparent space, and plays an active role in lighting and visual effect.
Description
Technical field
The present invention relates to a kind of curtain wall system and support system structure thereof of large-span non-upright post.
Background technology
The lattice of common large-area curtain wall is less, column or some glass spare are all arranged in the vertical, cause column, crossbeam or some glass spare too intensive, thereby block people's sight, can not realize large span, large-area open space, cause the whole permeability of building to reduce.So how to greatest extent the transparency of large-area glass parts is displayed, be the emphasis of glass construction architectural study always.
Summary of the invention
In view of this, the invention provides a kind of curtain wall system of large-span non-upright post, the whole baffle wall system realizes the large-span non-upright post purpose of connecting by big specification, high-performance beam design, the design of stealthy suspension rod and dry seal technology, can obtain large-area open space.
The present invention is achieved in that the mode that the overall structure of curtain wall system adopts frame supported glass curtain wall structure and pull bar glass curtain wall structure to combine.Curtain wall system comprises the face glass that a piece is stitched together, and leaves splicing seams on vertically between each face glass, forms the crisscross straight line of a lot of between the longitudinal spliced seam of each face glass and each crossbeam.Roof construction on the curtain wall system top has, bottom have following bottom structure.It is characterized in that: between the horizontally-spliced seam in each road of face glass, crossbeam is installed all, crossbeam one end is connected with the crossbeam braced structures, the other end is pegged graft by core retainer plate and adjacent beams, the crossbeam braced structures is positioned at a side of face glass, is connected with following bottom structure respectively with by last roof construction up and down.Begin from last roof construction, be lifted with boom system downwards, boom system is hidden in the longitudinal spliced seam of face glass, the foot of boom system is unsettled, boom system is directly born vertical load, and guarantee that face glass is installed to after the glass installation groove mouth on the crossbeam, under the deadweight effect of glass, crossbeam remains level or is in the amount of deflection scope.Boom system in the pre-drilled cavity bottom, is equipped with the load-bearing adjusting nut all being interspersed in the pre-drilled cavity on the crossbeam with the crossbeam intersection on the suspension rod, cross beam frame is on the load-bearing adjusting nut, by regulating the levelness that the load-bearing adjusting nut is regulated crossbeam.Face glass injects and is fixed in the glass installation groove mouth of lower and upper cross-member.The present invention can realize a kind of curtain wall construction of large-span non-upright post, can only observe the crossbeam lattice on the horizontal direction, can only observe face glass splicing seams lattice on the vertical direction, be separated with the span of certain distance between the crossbeam braced structures, this span can reach more than tens meters, realized the horizontal open space of large span, on daylighting and visual effect, played a positive role, thereby can satisfy the buildings higher such as airport, sightseeing dining room, stadiums penetrating area requirements.
Description of drawings
Figure 1A is a Facad structure schematic diagram of the present invention.
Figure 1B is the cross-sectional figure of Figure 1A.
Fig. 1 C is the sectional side elevation of Figure 1A.
Fig. 2 is the schematic diagram that crossbeam is connected with suspension rod.
Fig. 3 is the schematic diagram of face glass in crossbeam glass installation groove mouth.
Among the figure: 1 face glass, 2 boom systems, roof construction on 3,4 times bottom structures, 5 crossbeam braced structuress, 6 crossbeams, 7 glass installation groove mouths, 8 adaptors, 9 core retainer plates, 10 load-bearing adjusting nuts, 11 regulating sleeves.
The specific embodiment
Referring to Fig. 1-Fig. 3, the curtain wall system of large-span non-upright post comprises the face glass 1 that a piece is stitched together, and leaves splicing seams between the face glass 1, and the longitudinal spliced seam of each face glass 1 and each crossbeam 6 form the crisscross straight line of a lot of.The mode that the overall structure of curtain wall adopts frame supported glass curtain wall and pull bar glass curtain wall structure to combine.At the curtain wall system top roof construction 3 on is arranged, following bottom structure 4 is arranged at the bottom.Between the horizontally-spliced seam in each road of face glass 1 crossbeam 6 is installed all, crossbeam 6 one ends are connected by steel adaptor 8 with crossbeam braced structures 5, and the other end is pegged graft by core retainer plate 9 and adjacent beams 6.The core retainer plate inserting mode is one of connected mode the most basic in the Machine Design, and promptly a section connects together crossbeam 6 by overlapping slotting method.Crossbeam braced structures 5 tops are connected with last roof construction 3, and the bottom is connected with following bottom structure 4.Be lifted with boom system 2 downwards from last roof construction 3, the foot of boom system 2 is unsettled, and guarantee that face glass 1 is installed to after the glass installation groove mouth 7 on the crossbeam 6, under the deadweight effect of face glass 1, crossbeam 6 remains level or is in the amount of deflection scope.The topmost of boom system 2 is connected with last roof construction 3 or is connected with the crossbeam 6 at top.Boom system 2 is to be assembled by a section high strength bar, regulating sleeve 11, load-bearing adjusting nut 10 and locking nut.The regulating sleeve 11 of boom system 2 occupy between per two crossbeams 6, and regulating sleeve 11 two ends are reverse thread each other, by rotating regulating sleeve 11 neighbouring two suspension rods is fixed.Suspension rod passes the pre-drilled cavity on the crossbeam 6.Load-bearing adjusting nut 10 is installed on the suspension rod with each crossbeam 6 intersections, and 6 on crossbeam is on load-bearing adjusting nut 10.Can regulate crossbeam 6 levelnesss by regulating load-bearing adjusting nut 10.Load-bearing adjusting nut 10 carries out anticreep by locking nut.Boom system 2 also can above-mentioned connecting rod mode, and adopt steel hinge line system or other alternative systems.The longitudinal spliced seam that face glass is 1 is sealed by adhesive tape, and boom system 2 is hidden in the middle of the longitudinal spliced seam of face glass 1, and boom system 2 then all can't be seen in the indoor and outdoor.Face glass 1 injects and also is fixed in the glass installation groove mouth 7 that lower and upper cross-member 6 reserves, directly the falling on the boom system 2 by load-bearing adjusting nut 10 of face glass 1 from heavy load, and boom system 2 is directly born vertical load.
Because the longspan structure design, the span of its crossbeam can reach more than tens meters, and crossbeam span, geomery and face glass lattice size all can design according to architect's requirement.The whole face glass of curtain wall can be perpendicular to ground, can beveling, or other designs.Therefore the crossbeam braced structures both can be and vertically also can be inclination, form can require to design according to the architect, as the steel work of plane triangle Vierendeel truss, square truss, U-shaped Vierendeel truss or other shapes, also can be concrete structure column or other braced structuress.Last roof construction can be a net shell steel work, also can be other structures etc.
Claims (6)
1. large-span non-upright post curtain wall system, comprise the face glass that a piece is stitched together, leave splicing seams between each face glass, the longitudinal spliced seam of each face glass and each crossbeam form the crisscross straight line of a lot of, roof construction on the top of curtain wall system has, bottom have following bottom structure; It is characterized in that: between the horizontally-spliced seam in each road of face glass, crossbeam is installed all, crossbeam one end is connected with the crossbeam braced structures, the other end is pegged graft by core retainer plate and adjacent beams, and the crossbeam braced structures is positioned at a side of face glass, and each is by the last roof construction and the support structure of going to the bottom up and down; Begin from last roof construction, be lifted with boom system downwards, boom system is hidden in the longitudinal spliced seam of face glass; Face glass injects and is fixed in the glass installation groove mouth of lower and upper cross-member; And guarantee that face glass is installed to after the glass installation groove mouth on the crossbeam, under the deadweight effect of glass, crossbeam remains level or is in the amount of deflection scope.
2. curtain wall system according to claim 1 is characterized in that: curtain wall system according to claim 1 is characterized in that: boom system is to be assembled by a section high strength bar and regulating sleeve; The foot of boom system is unsettled; Boom system all is being interspersed in the pre-drilled cavity on the crossbeam with the crossbeam intersection; The load-bearing adjusting nut is contained on the suspension rod with each pre-drilled cavity bottom, crossbeam intersection.
3. curtain wall system according to claim 1 and 2 is characterized in that: the regulating sleeve of boom system occupy on the position between per two crossbeams.
4. curtain wall system according to claim 1 and 2 is characterized in that: the load-bearing adjusting nut is contained on the suspension rod with each crossbeam intersection, and cross beam frame is on the load-bearing adjusting nut, by regulating the levelness that the load-bearing adjusting nut is regulated crossbeam.
5. curtain wall system according to claim 1 is characterized in that: longitudinal spliced seam is sealed by adhesive tape, and boom system is hidden in it.
6. curtain wall system according to claim 1 is characterized in that: boom system adopts the steel strand system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200810118885 CN101343900B (en) | 2008-08-26 | 2008-08-26 | Large-span non-upright post curtain wall system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200810118885 CN101343900B (en) | 2008-08-26 | 2008-08-26 | Large-span non-upright post curtain wall system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101343900A CN101343900A (en) | 2009-01-14 |
| CN101343900B true CN101343900B (en) | 2010-06-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 200810118885 Active CN101343900B (en) | 2008-08-26 | 2008-08-26 | Large-span non-upright post curtain wall system |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113502925B (en) * | 2021-07-14 | 2022-07-05 | 深圳广田集团股份有限公司 | Large-span curtain wall combined structure and mounting method thereof |
| CN114319659B (en) * | 2021-12-21 | 2023-12-19 | 上海江河幕墙系统工程有限公司 | Large-span double-upright-column unitized curtain wall system |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1291473A2 (en) * | 2001-09-11 | 2003-03-12 | Fenlock-Hansen Limited | Improvements in glazing systems |
| CN2606143Y (en) * | 2003-04-11 | 2004-03-10 | 深圳市三鑫特种玻璃技术股份有限公司 | Monocable spot supported glass screen wall |
| CN2682125Y (en) * | 2004-02-16 | 2005-03-02 | 武汉凌云建筑装饰工程有限公司 | Full flexible connecting suspension cable unit type curtain wall |
| CN2760137Y (en) * | 2004-11-16 | 2006-02-22 | 方大集团股份有限公司 | Curtain wall structure |
| CN201254771Y (en) * | 2008-08-26 | 2009-06-10 | 北京江河幕墙股份有限公司 | Wide span non-column curtain wall system |
-
2008
- 2008-08-26 CN CN 200810118885 patent/CN101343900B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1291473A2 (en) * | 2001-09-11 | 2003-03-12 | Fenlock-Hansen Limited | Improvements in glazing systems |
| CN2606143Y (en) * | 2003-04-11 | 2004-03-10 | 深圳市三鑫特种玻璃技术股份有限公司 | Monocable spot supported glass screen wall |
| CN2682125Y (en) * | 2004-02-16 | 2005-03-02 | 武汉凌云建筑装饰工程有限公司 | Full flexible connecting suspension cable unit type curtain wall |
| CN2760137Y (en) * | 2004-11-16 | 2006-02-22 | 方大集团股份有限公司 | Curtain wall structure |
| CN201254771Y (en) * | 2008-08-26 | 2009-06-10 | 北京江河幕墙股份有限公司 | Wide span non-column curtain wall system |
Non-Patent Citations (2)
| Title |
|---|
| JP特开2005-54508A 2005.03.03 |
| JP特开平11-62077A 1999.03.05 |
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| Publication number | Publication date |
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| CN101343900A (en) | 2009-01-14 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: JANGHO GROUP CO., LTD. Free format text: FORMER NAME: BEIJING JIANGHE CURTAIN WALL CO., LTD. |
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| CP03 | Change of name, title or address |
Address after: 101300 Beijing City, Shunyi District, the north of cattle, No. five street, No. 5 Patentee after: Jiangho Group Company Limited Address before: 101301 5, five North Street, Shunyi District, Beijing Patentee before: Beijing Jianghe Curtain Wall Co., Ltd. |