WO2013091318A1 - 防飓风单元幕墙 - Google Patents

防飓风单元幕墙

Info

Publication number
WO2013091318A1
WO2013091318A1 PCT/CN2012/073360 CN2012073360W WO2013091318A1 WO 2013091318 A1 WO2013091318 A1 WO 2013091318A1 CN 2012073360 W CN2012073360 W CN 2012073360W WO 2013091318 A1 WO2013091318 A1 WO 2013091318A1
Authority
WO
WIPO (PCT)
Prior art keywords
curtain wall
mullion
unit curtain
frame
hurricane
Prior art date
Application number
PCT/CN2012/073360
Other languages
English (en)
French (fr)
Inventor
赵宇
赵宏伟
Original Assignee
沈阳远大铝业工程有限公司
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
Application filed by 沈阳远大铝业工程有限公司 filed Critical 沈阳远大铝业工程有限公司
Publication of WO2013091318A1 publication Critical patent/WO2013091318A1/zh

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Classifications

    • 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
    • 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
    • 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
    • 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

Definitions

  • the invention relates to a unit curtain wall, in particular to an anti-hurricane unit curtain wall suitable for a building body located in a hurricane area or a coastal hurricane-prone area.
  • the components of the unit curtain wall should be able to withstand hurricane winds of up to 150 mphgp67m / S (hursane lasts 3 seconds), only under these conditions can still guarantee the basic performance of the unit curtain wall
  • the building curtain wall can be considered a qualified product.
  • the disclosed technical solution can not guarantee the watertightness and airtightness of the unit system under the action of high wind pressure, and the profile adopts the open cavity design.
  • the strength of the open cavity profile does not meet the requirements of high wind pressure; the glass configuration used is mostly tempered insulating glass. Although this configuration is defined as safety glass, this glass configuration cannot withstand the impact of stones and debris carried by the hurricane.
  • the horizontal and vertical frames of the unit curtain wall are connected by self-tapping screws. The strength of the anchor cannot be applied in the hurricane area; the friction between the mullion and the rubber strip is only used to achieve the left and right limit. When pressed, this design does not prevent the deformation and misalignment of the curtain wall unit itself.
  • the object of the present invention is to provide an anti-hurricane unit curtain wall, which can effectively solve the problems that the existing unit curtain wall cannot meet the requirements of preventing hurricane and anti-collision performance under the premise of ensuring the external decoration effect of the unit curtain wall, and the structural design thereof is reasonable. It is very convenient to manufacture and install. It can reduce the construction cost while enhancing the anti-hurricane and anti-collision functions, and meet the needs of the rapid development of building curtain walls in hurricane-prone areas.
  • the curtain wall of the anti-hurricane unit comprises a unit curtain wall panel composed of a vertical frame, a horizontal frame and a glass surface material, and the technical points thereof are: the vertical frame is adjacent to the left and right two unit curtain walls Public mullion and female vertical After the frame is inserted, the male mullion made of closed cavity profile is inserted between the male mullion and the female mullion, and the hook frame is used for fixing.
  • the horizontal frame is composed of the lower horizontal frame of the upper and lower adjacent unit curtain wall plates and The upper horizontal frame is inserted, and a middle horizontal frame is arranged between the upper and lower horizontal frames of each unit curtain wall plate, and a water-filled rubber strip is sealed at the top of the upper horizontal frame of the lower unit curtain wall plate insertion position.
  • the glass surface material is made of SGP anti-riot film laminated tempered glass, and the male and female mullion frames and the upper and lower horizontal frames are sealed by two. The glass surface material of each unit curtain wall plate and the mullion upper and lower horizontal frame and the middle horizontal frame are used. After assembly, the structural adhesives are used to bond together, and then the lower frame buckle cover and the middle frame buckle cover are separately assembled.
  • a steel core is disposed in the closed cavity of the male mullion and the female mullion.
  • the invention has the advantages and positive effects: Since the glass surface material of the invention adopts a specially configured high-strength SGP (SentryGlas plus security intermediate film) riot film laminated tempered glass, the strength of the glass surface material is effectively increased.
  • the unit curtain wall male and female mullion adopt closed cavity profiles. In addition to increasing the strength of the unit plates, the male and female mullions are connected and fixed by hook plates after the male and female mullions are inserted, and again on the basis of the left and right limit of the unit curtain wall. An insurance is added, and even if there is no position change between the hurricane coming to the unit, the reliability of the male and female mullion connection positions is greatly enhanced.
  • the horizontal frame is formed by inserting the lower horizontal frame and the upper horizontal frame of the upper and lower adjacent unit curtain wall plates, and a middle horizontal frame is arranged between the upper and lower horizontal frames of each unit curtain wall plate.
  • the draped rubber strip on the top of the upper horizontal frame at the top of the unit curtain wall panel is inserted, and the water-filled rubber strip and the upper horizontal frame "dark chamber" drainage channel are formed, no matter how large the positive pressure is, no water will accumulate. The phenomenon that it cannot be discharged completely solves the problem of drainage of the unit curtain wall.
  • the male and female mullion frames and the upper and lower horizontal frames are sealed by two.
  • each unit curtain wall plate is assembled with the mullion, the upper and lower horizontal frames and the middle horizontal frame, and then bonded together with structural adhesive. Then, the horizontal frame buckle cover and the middle frame buckle cover are respectively assembled, and the double insurance design of the structural glue and the buckle cover can ensure the watertightness and airtightness of the unit curtain wall under the action of high wind pressure, and can complete the whole set.
  • the curtain wall is safer and stronger.
  • the anti-hurricane unit curtain wall structure is designed reasonably, and the manufacturing and installation operations are very convenient. Under the premise of ensuring the external unit curtain wall exterior effect, the existing unit curtain wall system can not effectively solve the hurricane prevention and prevention. Impact performance requirements, etc. In addition, while enhancing the anti-hurricane and anti-collision functions, the simple installation method of the anti-hurricane unit curtain wall effectively reduces the construction cost and meets the needs of the rapid development of the building curtain wall in the hurricane-prone area.
  • Figure 1 is a schematic view showing a divisional structure of the present invention
  • Figure 2 is a cross-sectional view taken along line A-A of Figure 1;
  • Figure 3 is a cross-sectional view taken along line B-B of Figure 1;
  • Figure 4 is a cross-sectional view taken along line C-C of Figure 1.
  • the serial number in the figure shows: 1 male mullion, 2 female mullion, 3 horizontal frame, 4 horizontal frame, 5 horizontal frame, 6 structural glue, 7 SGP film, 8 glass surface material, 9 horizontal frame buckle cover, 10 middle frame buckle cover, 11 hook plate, 12 draping glue strip.
  • the hurricane-proof unit curtain wall includes a unit curtain wall panel composed of mullion, cross frame, and glass face material 8.
  • the mullion is formed by inserting the male mullion 1 and the female mullion 2 of the left and right adjacent unit curtain wall plates. After the male mullion 1 and the female mullion 2 which are made of the closed cavity profile are inserted into each other, the hook plate 11 is used for connection and fixing, which adds another insurance to the left and right limit of the ordinary unit curtain wall. There is no positional change between the hurricane and the unit.
  • the horizontal frame is formed by inserting the lower horizontal frame 4 and the upper horizontal frame 3 of the upper and lower adjacent unit curtain wall plates.
  • a middle cross frame 5 for reinforcement is provided between the upper and lower horizontal frames 3 and 4 of each unit curtain wall panel.
  • the GB70 series of hexagon socket bolts are used to connect the horizontal and vertical frames to make the whole unit block more stable.
  • the top of the upper horizontal frame 3 of the lower unit curtain wall panel is covered with a water-repellent strip 12 for sealing.
  • the glass face material 8 is specially equipped with SGP anti-riot film laminated tempered glass to increase the impact resistance of the glass face material 8 and increase its own strength.
  • the male and female vertical frames 1, 2 and the upper and lower horizontal frames 3 and 4 are sealed by two seals to ensure the watertightness and airtightness of the unit curtain wall under high wind pressure.
  • the upper and lower horizontal frames 3, 4 and the middle cross frame 5 After assembling the glass face material 8 of each unit curtain wall plate with the mullion frame, the upper and lower horizontal frames 3, 4 and the middle cross frame 5, the structural glue 6 is used for bonding together, and then the lower frame buckle cover 9 and the middle are respectively assembled.
  • the water-filled rubber strip 12 is paved at the top of the upper horizontal frame 3 at the insertion position of the lower unit curtain wall plate. After the installation of the water-washing rubber strip 12 is completed, the upper layer is further installed. Unit curtain wall.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

一种防飓风单元幕墙，包括由竖框、横框和玻璃面材（8）组成的单元幕墙板块，竖框由公、母竖框（1，2）插接而成，采用闭腔型材制成的公、母竖框（1，2）之间插接后，采用勾板（11）连接固定，横框由上、下横框（3，4）插接而成，其间设置中间横框（5），在上横框（3）的顶部通长铺装披水胶条（12）密封，玻璃面材（8）采用SGP防暴胶片（7）夹胶钢化玻璃，各单元幕墙板块的玻璃面材（8）与竖框、上、下横框（3，4）及中横框（5）组装后，用结构胶（6）粘接在一起，再分别组装下横框扣盖（9）及中横框扣盖（10）。其结构设计合理，制造、安装操作方便，在增强幕墙防飓风、防撞击功能的同时，降低了施工成本，满足了飓风多发地区建筑幕墙快速发展的需要。

Description

防飓风单元幕墙
技术领域
本发明涉及一种单元幕墙，特别是一种适用于建筑本体位于飓风区域或沿海飓风多发 区域的防飓风单元幕墙。
背景技术
随着现代建筑业的日益发展，对建筑物的外围护的性能及样式要求越来越高，为了满 足各种建筑对幕墙的要求， 不断的有新的幕墙被研发出来。 由于幕墙造型是建筑的外衣， 是建筑效果最直接的表达， 所以幕墙的美观性与功能性也随着建筑的发展变得越来越复 杂。 目前随着城市的不断发展， 越来越多的建筑物都处在海滨、郊外等飓风多发地区。在 飓风区域或沿海暴风多发区域，建筑幕墙既要承受大风压又必须能承受树木、石块等其他 物体的撞击，这就意味着幕墙结构本身及玻璃面材需要具有非常高的强度及安全性能，而 现有单元幕墙的结构却无法满足此类环境的要求。
根据飓风典型代表区域福罗里达州戴德郡迈阿密的规范要求:单元幕墙的组件应该能 够承受高达 150mphgp67m/S (飓风持续 3秒钟）飓风风力， 只有在此条件下仍能保证单元幕 墙各项基本性能的建筑幕墙才能被视为合格的产品。
现有单元幕墙结构的主要特点：
1、 多为单道密封， 例如授权公告号为 CN201109955Y的 "一种单元幕墙" 中， 公开的 技术方案不能保证在高风压作用下单元系统的水密性和气密性，其型材采用开腔设计，然 而开腔型材自身强度并不能满足高风压的要求；所用玻璃配置多为钢化中空玻璃，虽然这 种配置被定义为安全玻璃，但是这种玻璃配置不能承受飓风携带的石块及杂物的撞击，单 元幕墙的横、竖框通过自攻钉连接， 该锚固件的强度不能应用在飓风地区； 其竖框间仅靠 插接胶条的摩擦力来实现左、右限位， 当承受较大风压时， 这种设计无法阻止幕墙单元板 块自身的变形及错位。
2、在申请公布号为 CN102094475A的"明框幕墙"， 公开一种使用扣盖来实现固定玻璃 的单元幕墙， 其用在普通地区没有问题， 然而不适用于飓风多发地带。
发明内容
本发明的目的是提供一种防飓风单元幕墙， 在保证了普通单元幕墙外饰效果的前提 下， 有效地解决了现有单元幕墙无法满足防飓风、 防撞击性能要求等问题， 其结构设计合 理， 制造、 安装操作非常方便， 在增强防飓风、 防撞击功能的同时， 降低了施工成本， 满 足了飓风多发地区建筑幕墙快速发展的需要。
本发明所采用的技术方案是：该防飓风单元幕墙包括由竖框、横框和玻璃面材组成的 单元幕墙板块， 其技术要点是： 所述竖框由左、右相邻两个单元幕墙板块的公竖框和母竖 框插接而成， 采用闭腔型材制成的公竖框与母竖框之间插接后， 采用勾板连接固定， 横框 由上、下相邻两个单元幕墙板块的下横框和上横框插接而成， 每个单元幕墙板块的上、下 横框之间设置中间横框，在下层单元幕墙板块插接位置的上横框的顶部通长铺装披水胶条 密封， 玻璃面材采用 SGP防暴胶片夹胶钢化玻璃， 公、 母竖框及上、 下横框均采用两道密 封， 每个单元幕墙板块的玻璃面材与竖框上、下横框及中横框组装后， 用结构胶粘接在一 起， 再分别组装下横框扣盖及中横框扣盖。
所述公竖框和母竖框闭腔内设置钢芯。
本发明具有的优点及积极效果是： 由于本发明的玻璃面材采用专门配置的高强度 SGP ( SentryGlas plus安全中间膜）防暴胶片夹胶钢化玻璃， 有效地增加了玻璃面材的强度。 单元幕墙公、母竖框采用闭腔型材， 除增加单元板块自身强度外， 公、母竖框插接后用勾 板将其连接固定在一起， 在单元幕墙左、右限位的基础上再次增加了一处保险， 即使飓风 来临单元板块间也不会出现位置变化， 大大增强了公、母竖框插接位置连接的可靠性。与 此同时， 横框由上、下相邻两个单元幕墙板块的下横框和上横框插接而成， 每个单元幕墙 板块的上、下横框之间设置中间横框，在下层单元幕墙板块插接位置的上横框顶部通长铺 装的披水胶条， 通过披水胶条及形成的上横框"暗腔"排水通道， 无论正压有多大都不会 出现积水无法排出的现象， 完全解决了关于单元幕墙的排水的问题。 公、母竖框及上、 下 横框均采用两道密封， 最后每个单元幕墙板块的玻璃面材与竖框、上、下横框及中横框组 装后， 用结构胶粘接在一起， 再分别组装下横框扣盖及中横框扣盖， 采用结构胶与扣盖的 双重保险设计，既可保证单元幕墙在承受高风压作用下的水密性和气密性，又能使得整套 幕墙更加安全及牢固。综上所述， 防飓风单元幕墙结构设计合理， 制造、 安装的操作非常 方便，在保证了普通单元幕墙外饰效果的前提下，进一步有效地解决了现有单元幕墙系统 无法满足防飓风、 防撞击性能要求等问题， 另外， 在增强防飓风、 防撞击功能的同时， 利 用该防飓风单元幕墙简单的安装方式，有效地降低了施工成本，满足了飓风多发地区建筑 幕墙快速发展的需要。
附图说明
以下结合附图对本发明作进一步描述。
图 1是本发明的一种分格结构示意图；
图 2是图 1沿 A-A线的剖视图；
图 3是图 1沿 B-B线的剖视图；
图 4是图 1沿 C-C线的剖视图。
图中序号说明： 1公竖框、 2母竖框、 3上横框、 4下横框、 5中横框、 6结构胶、 7 SGP 胶片、 8玻璃面材、 9下横框扣盖、 10中横框扣盖、 11勾板、 12披水胶条。 具体实施方式
下面结合图 1〜4对本发明作进一步的详细说明。 该防飓风单元幕墙包括由竖框、 横 框和玻璃面材 8等零部件组成的单元幕墙板块。其中竖框由左、右相邻两个单元幕墙板块 的公竖框 1和母竖框 2插接而成。采用闭腔型材制成的公竖框 1与母竖框 2相互之间插接 后， 采用勾板 11连接固定， 这会在普通的单元幕墙左右限位的基础上再次增加了一处保 险， 即使飓风来临时单元板块间也不会出现位置变化。横框由上、下相邻两个单元幕墙板 块的下横框 4和上横框 3插接而成。 每个单元幕墙板块的上、 下横框 3、 4之间设置起加 固作用的中间横框 5。 横、 竖框之间采用 GB70系列内六角螺栓进行连接， 使整个单元板 块更加稳定。 在下层单元幕墙板块插接位置的上横框 3的顶部通长铺装披水胶条 12进行 密封。玻璃面材 8采用专门配置的 SGP防暴胶片夹胶钢化玻璃，来增加玻璃面材 8的抗撞 击能力和增加自身的强度。 公、 母竖框 1、 2及上、 下横框 3、 4均采用两道密封， 可保证 单元幕墙在承受高风压作用下的水密性和气密性。 每个单元幕墙板块的玻璃面材 8 与竖 框、 上、 下横框 3、 4及中横框 5组装后， 用结构胶 6粘接在一起， 再分别组装下横框扣 盖 9及中横框扣盖 10。
如果在公、 母竖框 1、 2的闭腔内增加钢芯 （图中未示出）， 则可继续增加强度。 为确保上述幕墙单元板块的质量， 需要在工厂进行加工、 组装， 将 SGP ( SentryGlas plus安全中间膜） 防暴胶片夹胶玻璃面材 8与竖框及横框组装成符合相关标准规定的单 元幕墙板块； 组装成型后， 用结构胶 6粘接， 然后再安装下横框扣盖 9及中横框扣盖 10。 现场安装单元幕墙板块时， 当相邻两个单元幕墙板块公、 母竖框 1、 2插接后， 用勾板 11 将公、 母竖框 1、 2连接在一起。 每一层的单元幕墙板块安装完成后， 在下层单元幕墙板 块插接位置的上横框 3顶部通长铺装披水胶条 12， 披水胶条 12安装完成后， 再继续安装 上一层的单元幕墙。

Claims

1、一种防飓风单元幕墙，包括由竖框、横框和玻璃面材组成的单元幕墙板块， 其特征 在于： 所述竖框由左、右相邻两个单元幕墙板块的公竖框和母竖框插接而成， 采用闭腔型 材制成的公竖框与母竖框之间插接后， 采用勾板连接固定， 横框由上、下相邻两个单元幕 墙板块的下横框和上横框插接而成， 每个单元幕墙板块的上、 下横框之间设置中间横框， 在下层单元幕墙板块插接位置的上横框的顶部通长铺装披水胶条密封，玻璃面材采用 SGP 防暴胶片夹胶钢化玻璃， 公、母竖框及上、 下横框均采用两道密封， 每个单元幕墙板块的 玻璃面材与竖框、上、 下横框及中横框组装后， 用结构胶粘接在一起， 再分别组装下横框 扣盖及中横框扣盖。
2、 根据权利要求 1所述的防飓风单元幕墙， 其特征在于： 所述公竖框和母竖框闭腔 内设置钢芯。
PCT/CN2012/073360 2011-12-19 2012-03-31 防飓风单元幕墙 WO2013091318A1 (zh)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107905418A (zh) * 2017-11-13 2018-04-13 苏州柯利达装饰股份有限公司 一种防水单元幕墙系统
GB2582045A (en) * 2019-11-08 2020-09-09 Studioanyo Ltd Facades for modular buildings
CN112376761A (zh) * 2020-11-18 2021-02-19 中铁十四局集团建筑工程有限公司 一种插接阶梯式幕墙及其组装方法
US11578485B2 (en) 2016-10-21 2023-02-14 Stephanie Catharina R. CLAEYS Curtain wall and wall element thereby applied and method for manufacturing such a wall element

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104612323B (zh) * 2015-02-10 2017-01-25 上海斯诺博金属构件发展有限公司 一种周边具有铝型材的外墙预制板
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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0436869A2 (de) * 1990-01-12 1991-07-17 Reynolds Aluminium Deutschland, Internationale Vertriebsgesellschaft Mbh Verbindung des Stosses zwischen Riegel und Pfosten an einem Traggerippe für eine oder an einer Fassadenwand
CN1789580A (zh) * 2005-12-23 2006-06-21 沈阳远大铝业工程有限公司 一种单元式幕墙结构及其安装方法
CN1821506A (zh) * 2005-02-16 2006-08-23 王广武 钢铝复合幕墙型材
CN201037281Y (zh) * 2007-02-09 2008-03-19 浙江华之杰塑料建材有限公司 一种玻璃幕墙竖梃型材
CN101319526A (zh) * 2008-06-16 2008-12-10 江阴裕华铝业有限公司 建筑外金属环抱帷幕墙单元板片与单元板片之连接结构
KR20090039281A (ko) * 2007-10-18 2009-04-22 (주)코리아빌딩금속디자인앤컨설팅 멀티유닛 커튼월 시스템
CN101942874A (zh) * 2010-09-14 2011-01-12 无锡恒发幕墙工程有限公司 一种能提高水密性的单元式幕墙结构

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0528852A (ja) * 1991-07-23 1993-02-05 Dainippon Printing Co Ltd 微細パターンの形成方法
CN2600520Y (zh) * 2003-02-14 2004-01-21 上海耀华皮尔金顿玻璃股份有限公司 点式金属装饰板夹胶玻璃
CN202466900U (zh) * 2011-12-19 2012-10-03 沈阳远大铝业工程有限公司 防飓风单元幕墙

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0436869A2 (de) * 1990-01-12 1991-07-17 Reynolds Aluminium Deutschland, Internationale Vertriebsgesellschaft Mbh Verbindung des Stosses zwischen Riegel und Pfosten an einem Traggerippe für eine oder an einer Fassadenwand
CN1821506A (zh) * 2005-02-16 2006-08-23 王广武 钢铝复合幕墙型材
CN1789580A (zh) * 2005-12-23 2006-06-21 沈阳远大铝业工程有限公司 一种单元式幕墙结构及其安装方法
CN201037281Y (zh) * 2007-02-09 2008-03-19 浙江华之杰塑料建材有限公司 一种玻璃幕墙竖梃型材
KR20090039281A (ko) * 2007-10-18 2009-04-22 (주)코리아빌딩금속디자인앤컨설팅 멀티유닛 커튼월 시스템
CN101319526A (zh) * 2008-06-16 2008-12-10 江阴裕华铝业有限公司 建筑外金属环抱帷幕墙单元板片与单元板片之连接结构
CN101942874A (zh) * 2010-09-14 2011-01-12 无锡恒发幕墙工程有限公司 一种能提高水密性的单元式幕墙结构

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11578485B2 (en) 2016-10-21 2023-02-14 Stephanie Catharina R. CLAEYS Curtain wall and wall element thereby applied and method for manufacturing such a wall element
US11732473B2 (en) 2016-10-21 2023-08-22 Stephanie Catharina R. CLAEYS Curtain wall and wall element thereby applied and method for manufacturing such a wall element
EP3529428B1 (en) * 2016-10-21 2024-06-12 Claeys, Stephanie Catharina R. Wall element and horizontal seal for a curtain wall
CN107905418A (zh) * 2017-11-13 2018-04-13 苏州柯利达装饰股份有限公司 一种防水单元幕墙系统
GB2582045A (en) * 2019-11-08 2020-09-09 Studioanyo Ltd Facades for modular buildings
GB2582045B (en) * 2019-11-08 2021-12-29 Studioanyo Ltd Facades for modular buildings
CN112376761A (zh) * 2020-11-18 2021-02-19 中铁十四局集团建筑工程有限公司 一种插接阶梯式幕墙及其组装方法

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