CN102518234B - Hurricane-resistant unitized curtain wall - Google Patents
Hurricane-resistant unitized curtain wall Download PDFInfo
- Publication number
- CN102518234B CN102518234B CN 201110425370 CN201110425370A CN102518234B CN 102518234 B CN102518234 B CN 102518234B CN 201110425370 CN201110425370 CN 201110425370 CN 201110425370 A CN201110425370 A CN 201110425370A CN 102518234 B CN102518234 B CN 102518234B
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- China
- Prior art keywords
- curtain wall
- transverse frame
- hurricane
- munnion
- frame
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- 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.)
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/90—Curtain walls comprising panels directly attached to the structure
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
- E04B2/967—Details of the cross-section of the mullions or transoms
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- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
- E06B3/54—Fixing of glass panes or like plates
- E06B3/5427—Fixing of glass panes or like plates the panes mounted flush with the surrounding frame or with the surrounding panes
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- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
- E06B3/54—Fixing of glass panes or like plates
- E06B3/56—Fixing of glass panes or like plates by means of putty, cement, or adhesives only
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
A hurricane-resistant unitized curtain wall effectively resolves the problem that an existing curtain wall cannot meet requirements of hurricane resistance and impact resistance. The hurricane-resistant unitized curtain wall comprises unitized curtain wall blocks, and each unitized curtain wall block consists of a vertical frame, a transverse frame and a glass panel. The hurricane-resistant unitized curtain wall is characterized in that a male vertical frame and a female vertical frame are in plug connection to form each vertical frame, after being in plug connection, each male vertical frameand the corresponding female vertical frame which are made of closed cavity sections are fixedly connected by a hook plate, an upper transverse frame and a lower transverse frame are in plug connection to form each transverse frame, a middle transverse frame is disposed between each upper transverse frame and the corresponding lower transverse frame, the top of each upper transverse frame is sealed by means of laying tilting rubber strips along the length direction, the glass panels are made of SGP (SentryGlas plus) anti-storm rubber sheet doubling toughened glass, after the glass panel of each unitized curtain wall block is assembled with the corresponding vertical frame, the corresponding upper and lower transverse frames and the corresponding middle transverse frame, the vertical frames, the upper and lower transverse frames and the middle transverse frames of the unitized curtain wall blocks are adhered together via structural adhesive, and lower transverse frame fastening covers and middle transverse frame fastening covers are respectively assembled. The hurricane-resistant unitized curtain wall is reasonable in structural design and quite convenient in manufacturing and installation operation, reduces construction cost while strengthening hurricane resistance and impact resistance functions, and meets requirements of fast development of curtain walls of buildings in hurricane-prone regions.
Description
Technical field
The present invention relates to a kind of cell curtain wall, particularly a kind of architecture noumenon that is applicable to is positioned at the anti-hurricane cell curtain wall in hurricane zone or the multiple zone of coastal hurricane.
Background technology
Growing along with modern architecture industry requires more and more highlyer to the performance of the peripheral protective of building and pattern, in order to satisfy various buildings to the requirement of curtain wall, constantly have new curtain wall to be developed out.Because the curtain wall moulding is the coat of building, is the most direct expression of architectural effect, so the aesthetic property of curtain wall and functionally also become increasingly complex along with The development of architecture becomes.Along with city's constant development, increasing building all is in hurricane prone areas such as beach, countryside at present.In hurricane zone or the multiple zone of coastal storm wind, building curtain wall should bear the bump that big blast must be able to bear other objects such as trees, stone again, this just means that curtain wall construction itself and glass plane materiel need have very high intensity and security performance, and the structure of existing cell curtain wall can't satisfy this type of environment requirement.
Wear the code requirement of moral prefecture Miami according to the regional good fortune Flo-Rida-Low of hurricane typical case representative state: it is that the 67m/s(hurricane continued for 3 seconds that the assembly of cell curtain wall should be able to bear up to 150mph) hurricane wind-force, have only the building curtain wall that still can guarantee the every key property of cell curtain wall with this understanding just can be regarded as qualified product.
The main feature of existing cell curtain wall structure:
1, mostly is the single track sealing, for example notice of authorization number is in " a kind of cell curtain wall " of CN201109955Y, disclosed technical scheme can not guarantee watertightness and the tightness in high blast effect lower unit system, its section bar adopts the design of beginning to speak, yet section bar self intensity of beginning to speak can not satisfy the requirement of high blast; Used configurations of glass mostly is the tempering hollow glass, though this configuration is defined as safety glass, but this configurations of glass can not be born stone that hurricane carries and the bump of foreign material, and the horizontal, vertical frame of cell curtain wall connects by self threading pin, and the intensity of this anchoring piece can not be applied in the hurricane area; It is left and right spacing to only depend on the frictional force of grafting adhesive tape to realize between its munnion, and when bearing big blast, this design can't stop distortion and the dislocation of curtain wall unit plate self.
2, be CN102094475A " Curtain wall with open frame " at application publication number, disclose a kind of cell curtain wall that uses buckle closure to realize fixing glass, it is no problem that it is used in common area, yet be not suitable for the multiple area of hurricane.
Summary of the invention
The purpose of this invention is to provide a kind of anti-hurricane cell curtain wall, under the prerequisite that has guaranteed common cell curtain wall exterior trim effect, solve existing cell curtain wall effectively and can't satisfy problems such as anti-hurricane, anti-collision performance requirement, its reasonable in design, make, fitting operation is very convenient, when strengthening anti-hurricane, anticollision function, reduced construction cost, satisfied the needs of hurricane prone areas building curtain wall fast development.
The technical solution adopted in the present invention is: this anti-hurricane cell curtain wall comprises by munnion, the cell curtain wall plate that horizontal frame and glass plane materiel are formed, its technical essential is: described munnion is by a left side, the public munnion of right adjacent two cell curtain wall plates and female munnion are pegged graft and are formed, after employing is closed and is pegged graft between public munnion that the chamber section bar makes and the female munnion, employing is colluded plate and is connected and fixed, horizontal frame is by last, the lower transverse frame of adjacent two cell curtain wall plates and upper transverse frame are pegged graft and are formed down, on each cell curtain wall plate, intermediate horizontal frame is set between the lower transverse frame, at the top of the upper transverse frame of lower floor's cell curtain wall plate plug-in position elongated mat formation drape over one's shoulders the sealing of glue bar, the glass plane materiel adopts the anti-riot film doubling of SGP tempered glass, public, female munnion reaches, lower transverse frame all adopts two seals, on the glass plane materiel and munnion of each cell curtain wall plate, after lower transverse frame and the transom assembling, bond together with structure glue, assemble lower transverse frame buckle closure and transom buckle closure more respectively.
Described public munnion and female munnion close steel core are set in the chamber.
Advantage and good effect that the present invention has are: because glass plane materiel of the present invention adopts the safe intermediate coat of high strength SGP(SentryGlas plus of special configuration) anti-riot film doubling tempered glass, increased the intensity of glass plane materiel effectively.Cell curtain wall male and female munnion adopts and closes the chamber section bar, except increasing unit plate self intensity, the male and female munnion back of pegging graft connects and is fixed together with colluding plate, on the left and right spacing basis of cell curtain wall, increased place insurance again, even also change in location can not occur between hurricane arriving unit plate, strengthened the reliability that male and female munnion plug-in position connects greatly.Meanwhile, horizontal frame is formed by lower transverse frame and the upper transverse frame grafting of upper and lower adjacent two cell curtain wall plates, between the upper and lower horizontal frame of each cell curtain wall plate intermediate horizontal frame is set, at the upper transverse frame top of lower floor's cell curtain wall plate plug-in position elongated mat formation drape over one's shoulders the glue bar, by upper transverse frame " dark chamber " drainage channel that drapes over one's shoulders glue bar and formation, just be pressed with and muchly the phenomenon that ponding can't be discharged can not occurring, solving the problem about the draining of cell curtain wall fully.Male and female munnion and upper and lower horizontal frame all adopt two seals, after the glass plane materiel of last each cell curtain wall plate and munnion, upper and lower horizontal frame and the transom assembling, bond together with structure glue, assemble lower transverse frame buckle closure and transom buckle closure more respectively, adopt the double insurance design of structure glue and buckle closure, both can guarantee cell curtain wall in watertightness and the tightness of bearing under the high blast effect, and can make that again a whole set of curtain wall reached more safely firmly.In sum, anti-hurricane cell curtain wall reasonable in design, make, install that operation is very easy, under the prerequisite that has guaranteed common cell curtain wall exterior trim effect, further solve existing cell curtain wall system effectively and can't satisfy problems such as anti-hurricane, anti-collision performance requirement, in addition, when strengthening anti-hurricane, anticollision function, utilize and to prevent the simple mounting means of hurricane cell curtain wall, reduce construction cost effectively, satisfied the needs of hurricane prone areas building curtain wall fast development.
Description of drawings
Below in conjunction with accompanying drawing the present invention is further described.
Fig. 1 is a kind of cell structure schematic diagram of the present invention;
Fig. 2 is that Fig. 1 is along the sectional view of A-A line;
Fig. 3 is that Fig. 1 is along the sectional view of B-B line;
Fig. 4 is that Fig. 1 is along the sectional view of C-C line.
Sequence number explanation among the figure: 1 public munnion, 2 female munnions, 3 upper transverse frames, 4 lower transverse frames, 5 transoms, 6 structure glue, 7 SGP films, 8 glass plane materiels, 9 lower transverse frame buckle closures, 10 transom buckle closures, 11 collude plate, 12 and drape over one's shoulders the glue bar.
The specific embodiment
The present invention is described in further detail below in conjunction with Fig. 1～4.Should comprise the cell curtain wall plate of being formed by component such as munnion, horizontal frame and glass plane materiels 8 by anti-hurricane cell curtain wall.Its mullion is formed by public munnion 1 and 2 grafting of female munnion of left and right adjacent two cell curtain wall plates.After employing is closed public munnion 1 that the chamber section bar makes and is pegged graft each other with female munnion 2, employing is colluded plate 11 and is connected and fixed, this can increase place insurance again on spacing basis, the common cell curtain wall left and right sides, even hurricane comes also change in location can not occur between interim unit plate.Horizontal frame is formed by lower transverse frame 4 and upper transverse frame 3 grafting of upper and lower adjacent two cell curtain wall plates.The intermediate horizontal frame 5 of reinforcement effect has been set between the upper and lower horizontal frame 3,4 of each cell curtain wall plate.Adopt GB70 series hexagon socket head cap screw to connect between the horizontal, vertical frame, make the whole unit plate more stable.At the top of the upper transverse frame 3 of lower floor's cell curtain wall plate plug-in position elongated mat formation drape over one's shoulders glue bar 12 and seal.Glass plane materiel 8 adopts the anti-riot film doubling of the SGP tempered glass of special configuration, increases the impact resistant capability of glass plane materiel 8 and the intensity of increase self.Male and female munnion 1,2 and upper and lower horizontal frame 3,4 all adopt two seals, can guarantee that cell curtain wall is in watertightness and the tightness of bearing under the high blast effect.The glass plane materiel 8 of each cell curtain wall plate and munnion, upper and lower horizontal frame 3,4 and transom 5 assemblings after, bond together with structure glue 6, assemble lower transverse frame buckle closure 9 and transom buckle closure 10 more respectively.
If male and female munnion 1,2 close in the chamber and to increase the steel core (not shown), then can continue to gain in strength.
For guaranteeing the quality of above-mentioned curtain wall unit plate, need process, assemble in factory, with the safe intermediate coat of SGP(SentryGlas plus) anti-riot film doubling glass plane materiel 8 is assembled into the cell curtain wall plate that meets correlation standard with munnion and horizontal frame; Behind the assembled formation, bonding with structure glue 6, and then lower transverse frame buckle closure 9 and transom buckle closure 10 are installed.During on-the-spot installation unit curtain wall plate, after adjacent two cell curtain wall plate male and female munnions 1,2 are pegged graft, with colluding plate 11 male and female munnion 1,2 is linked together.After the cell curtain wall plate installation of each layer, at upper transverse frame 3 tops of lower floor's cell curtain wall plate plug-in position elongated mat formation drape over one's shoulders glue bar 12, drape over one's shoulders 12 installations of glue bar after, continue to install the cell curtain wall of one deck again.
Claims (2)
1. anti-hurricane cell curtain wall, comprise by munnion, the cell curtain wall plate that horizontal frame and glass plane materiel are formed, it is characterized in that: described munnion is by a left side, the public munnion of right adjacent two cell curtain wall plates and female munnion are pegged graft and are formed, after employing is closed and is pegged graft between public munnion that the chamber section bar makes and the female munnion, employing is colluded plate and is connected and fixed, horizontal frame is by last, the lower transverse frame of adjacent two cell curtain wall plates and upper transverse frame are pegged graft and are formed down, on each cell curtain wall plate, intermediate horizontal frame is set between the lower transverse frame, at the top of the upper transverse frame of lower floor's cell curtain wall plate plug-in position elongated mat formation drape over one's shoulders the sealing of glue bar, the glass plane materiel adopts the anti-riot film doubling of SGP tempered glass, public, female munnion reaches, lower transverse frame all adopts two seals, glass plane materiel and the munnion of each cell curtain wall plate, on, after lower transverse frame and the transom assembling, bond together with structure glue, assemble lower transverse frame buckle closure and transom buckle closure more respectively.
2. anti-hurricane cell curtain wall according to claim 1, it is characterized in that: described public munnion and female munnion close steel core are set in the chamber.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110425370 CN102518234B (en) | 2011-12-19 | 2011-12-19 | Hurricane-resistant unitized curtain wall |
| PCT/CN2012/073360 WO2013091318A1 (en) | 2011-12-19 | 2012-03-31 | Hurricane resistant unit curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110425370 CN102518234B (en) | 2011-12-19 | 2011-12-19 | Hurricane-resistant unitized curtain wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102518234A CN102518234A (en) | 2012-06-27 |
| CN102518234B true CN102518234B (en) | 2013-09-11 |
Family
ID=46289274
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110425370 Active CN102518234B (en) | 2011-12-19 | 2011-12-19 | Hurricane-resistant unitized curtain wall |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN102518234B (en) |
| WO (1) | WO2013091318A1 (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104612323B (en) * | 2015-02-10 | 2017-01-25 | 上海斯诺博金属构件发展有限公司 | Outer wall prefabricated slab with aluminum profile at periphery |
| BE1024680B1 (en) | 2016-10-21 | 2018-05-22 | Claeys Stephanie Catharina R. | Curtain wall and associated façade element and method for manufacturing such façade element. |
| CN107905418A (en) * | 2017-11-13 | 2018-04-13 | 苏州柯利达装饰股份有限公司 | A kind of waterproof unit curtain wall system |
| CN108534287B (en) * | 2018-04-25 | 2024-01-02 | 苏州金螳螂幕墙有限公司 | Mounting structure of interlayer ventilator of frame curtain wall |
| CN108612243A (en) * | 2018-07-19 | 2018-10-02 | 深圳广田方特科建集团有限公司 | A kind of assembled fireproof curtain wall system |
| CN109779108A (en) * | 2019-03-19 | 2019-05-21 | 广东科腾幕墙有限公司 | A kind of high displacement curtain wall adapting to geological process |
| GB2582045B (en) * | 2019-11-08 | 2021-12-29 | Studioanyo Ltd | Facades for modular buildings |
| CN112376761B (en) * | 2020-11-18 | 2022-12-06 | 中铁十四局集团建筑工程有限公司 | Plug-in stepped curtain wall and assembling method thereof |
| CN114059695B (en) * | 2022-01-12 | 2022-04-15 | 江苏沪港装饰集团有限公司 | Architectural decoration is with energy-conserving nature anticollision curtain |
| CN114439137B (en) * | 2022-01-29 | 2024-01-30 | 上海长展建筑咨询有限公司 | Component type unit glass curtain wall and construction method thereof |
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|---|---|---|---|---|
| DE4000770A1 (en) * | 1990-01-12 | 1991-07-18 | Reynolds Aluminium Deutschland | CONNECTION OF THE JOINT BETWEEN BAR AND POST ON A CARRIER FOR ONE OR ON A FAÇADE WALL |
| JPH0528852A (en) * | 1991-07-23 | 1993-02-05 | Dainippon Printing Co Ltd | Method for forming micro-pattern |
| CN2600520Y (en) * | 2003-02-14 | 2004-01-21 | 上海耀华皮尔金顿玻璃股份有限公司 | Point connecting type glass with metal decorative plate in it |
| CN1821506A (en) * | 2005-02-16 | 2006-08-23 | 王广武 | Steel-aluminium composite curtain wall profiles |
| CN100510289C (en) * | 2005-12-23 | 2009-07-08 | 沈阳远大铝业工程有限公司 | Unitized curtain wall structure and installation method thereof |
| CN201037281Y (en) * | 2007-02-09 | 2008-03-19 | 浙江华之杰塑料建材有限公司 | Glass curtain wall vertical stem section bar |
| KR20090039281A (en) * | 2007-10-18 | 2009-04-22 | (주)코리아빌딩금속디자인앤컨설팅 | Multi-unit curtain wall system |
| CN101319526B (en) * | 2008-06-16 | 2010-06-02 | 江阴裕华铝业有限公司 | Connecting structure between unit plate sheets of metal encircling curtain wall out of building |
| CN101942874B (en) * | 2010-09-14 | 2011-10-26 | 无锡恒发幕墙工程有限公司 | Unit curtain wall structure capable of improving water tightness |
| CN202466900U (en) * | 2011-12-19 | 2012-10-03 | 沈阳远大铝业工程有限公司 | Hurricane-resisting unit curtain wall |
-
2011
- 2011-12-19 CN CN 201110425370 patent/CN102518234B/en active Active
-
2012
- 2012-03-31 WO PCT/CN2012/073360 patent/WO2013091318A1/en active Application Filing
Also Published As
| Publication number | Publication date |
|---|---|
| CN102518234A (en) | 2012-06-27 |
| WO2013091318A1 (en) | 2013-06-27 |
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