CN101949187B - Force bearing device three-dimensionally adjusted and positioned by unitized curtain wall - Google Patents
Force bearing device three-dimensionally adjusted and positioned by unitized curtain wall Download PDFInfo
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- CN101949187B CN101949187B CN2010102682825A CN201010268282A CN101949187B CN 101949187 B CN101949187 B CN 101949187B CN 2010102682825 A CN2010102682825 A CN 2010102682825A CN 201010268282 A CN201010268282 A CN 201010268282A CN 101949187 B CN101949187 B CN 101949187B
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Abstract
Description
技术领域 technical field
本发明涉及一种单元式幕墙安装、三维调节和定位的受力装置,具体地说是一种在单元式幕墙安装到主体承重结构的过程中,可以对单元式幕墙的上下、左右、前后位置的三维空间进行任意调整,满足工程设计所要求的空间位置,在单元式幕墙板块安装到位后,能够承受单元式幕墙的垂直恒载、水平风荷载和水平地震力的一种受力装置,属于幕墙制作和安装技术领域。The invention relates to a force-bearing device for installation, three-dimensional adjustment and positioning of a unitized curtain wall. Specifically, it is a device that can adjust the up and down, left and right, front and rear positions of the unitized curtain wall during the process of installing the unitized curtain wall to the main load-bearing structure. The three-dimensional space can be adjusted arbitrarily to meet the spatial position required by the engineering design. After the unitized curtain wall panels are installed in place, it can withstand the vertical dead load, horizontal wind load and horizontal seismic force of the unitized curtain wall. It belongs to Curtain wall fabrication and installation technical field.
技术背景 technical background
单元式幕墙是一种将幕墙构件全部在工厂制作和加工,在工厂拼装成包括幕墙面板和受力骨架的安装单元,送到施工工地后,按设计顺序进行起重、安装、调整和定位的幕墙体系,是一种工厂化生产程度高,制作和加工在室内进行,质量易于控制,施工安装过程简单的生产工艺,在现有技术中,具有起重、安装、调整、定位和承受荷载功能的三维调节装置,大都采用钢铝两种构件材料的组合结构,钢、铝这两种构件材料按物理性能分析,材料的弹性模量和强度差异很大,一般铝合金构件材料的弹性模量和强度只有钢构件材料的三分之一左右,工程上,要达到同样的材料设计强度,铝合金构件材料的体积比钢构件材料要大很多,所以铝合金构件材料不适合在安装空间狭小的场合使用,另外,单元式幕墙三维调节装置上的铝合金构件一般采用挤压铝型材,要达到使用要求,需通过多道金属加工工序才能满足,加工艺复杂,效率低下。The unitized curtain wall is a kind of curtain wall components that are all manufactured and processed in the factory, assembled in the factory into an installation unit including the curtain wall panel and the force skeleton, and after being sent to the construction site, lifting, installation, adjustment and positioning are carried out according to the design sequence. The curtain wall system is a production process with a high degree of factory production, the production and processing are carried out indoors, the quality is easy to control, and the construction and installation process is simple. In the existing technology, it has the functions of lifting, installation, adjustment, positioning and load bearing Most of the three-dimensional adjustment devices adopt the combined structure of steel and aluminum component materials. According to the physical performance analysis of these two component materials, the elastic modulus and strength of the materials are very different. The elastic modulus of the general aluminum alloy component material And the strength is only about one-third of the steel component material. In engineering, to achieve the same material design strength, the volume of the aluminum alloy component material is much larger than the steel component material, so the aluminum alloy component material is not suitable for installation in a narrow space. In addition, the aluminum alloy components on the three-dimensional adjustment device of the unitized curtain wall are generally made of extruded aluminum profiles. To meet the requirements of use, multiple metal processing procedures are required to meet the requirements. The processing process is complicated and the efficiency is low.
发明内容 Contents of the invention
本发明的目的在于克服三维调节装置的上述不足之处,提供一种强度高,体积小,加工工序简单,效率高,特别适合在安装空间狭小的场合使用的单元式幕墙三维调节定位的受力装置。The object of the present invention is to overcome the above-mentioned shortcomings of the three-dimensional adjusting device, and provide a unitized curtain wall three-dimensional adjusting and positioning force-bearing device with high strength, small volume, simple processing procedure and high efficiency, which is especially suitable for use in narrow installation spaces. device.
按照本发明提供的技术方案,一种单元式幕墙三维调节定位的受力装置包括承重螺栓、一号角码、二号角码、三号角码、单元式幕墙立梃、主体结构,所述承重螺栓安装在螺纹孔内,螺纹孔设置在承重凸缘上,承重凸缘设置在一号角码上;所述一号角码一端与单元式幕墙立梃通过圆柱头内六角螺栓连接,另一端与二号角码通过水平槽和横向凸缘的配合相连接;所述二号角码一边与一号角码通过水平槽和横向凸缘的配合连接,另一边与三号角码通过连接螺栓相连;所述三号角码一边与主体结构上的预埋件焊接,另一边与二号角码通过连接螺栓相连。According to the technical solution provided by the present invention, a force-bearing device for three-dimensional adjustment and positioning of a unitized curtain wall includes a load-bearing bolt, a first corner code, a second corner code, a third corner code, a unitized curtain wall stud, and a main structure. In the threaded hole, the threaded hole is set on the load-bearing flange, and the load-bearing flange is set on the first horn; one end of the first horn is connected to the unitized curtain wall column through a cylindrical head hexagon socket bolt, and the other end is connected to the second horn. It is connected through the cooperation of the horizontal groove and the transverse flange; one side of the second corner code is connected with the first corner code through the cooperation of the horizontal groove and the transverse flange, and the other side is connected with the third corner code through connecting bolts; one side of the third corner code It is welded with the embedded parts on the main structure, and the other side is connected with the second corner code through connecting bolts.
所述一号角码上设置有起重凸缘,所述起重凸缘上设置有起重吊孔,供吊装单元式幕墙板块使用。所述一号角码上设置有导向口,供单元式幕墙板块安装时,方便一号角码上的水平槽插入二号角码上的横向凸缘。所述一号角码与锁紧螺母连接,锁定单元式幕墙板块的高度位置。A hoisting flange is provided on the first horn yard, and a hoisting hole is provided on the hoisting flange for hoisting the unitized curtain wall plate. The first corner bracket is provided with a guide opening, which is convenient for the horizontal groove on the first corner bracket to be inserted into the horizontal flange on the second corner bracket when the unitized curtain wall plate is installed. The first horn code is connected with the lock nut to lock the height position of the unitized curtain wall plate.
所述二号角码是一个不等边角钢的钢制件,一边与三号角码等高,另一边高于三号角码。The second horn is a steel piece of unequal angle steel, one side is equal to the third horn, and the other side is higher than the third horn.
所述三号角码是一个不等边角钢的钢制件,所述三号角码上设置有长腰圆孔。The three-horn code is a steel part of unequal angle steel, and the three-corner code is provided with a long waist round hole.
本发明结构精巧,构件加工工序简单、减少劳动强度,提高劳动生产率,结构受力合理,安全可靠、在单元式幕墙板块安装过程中可方便地进行空间三维方向的调整和定位,在单元式幕墙板块安装到位后,可承受单元式幕墙的垂直恒载、水平风荷载和水平地震力,在安装空间局促的场合使用尤显优势,适合所有单元式幕墙的安装使用。The invention has the advantages of exquisite structure, simple component processing procedure, reduced labor intensity, improved labor productivity, reasonable structural stress, safety and reliability, and convenient adjustment and positioning of the three-dimensional direction of space during the installation of unitized curtain wall panels. After the panels are installed in place, they can withstand the vertical dead load, horizontal wind load and horizontal seismic force of the unitized curtain wall. It is especially advantageous when the installation space is limited, and is suitable for the installation and use of all unitized curtain walls.
附图说明 Description of drawings
图1为本发明的结构纵向剖视图。Fig. 1 is a longitudinal sectional view of the structure of the present invention.
图2为本发明的结构水平向剖视图。Fig. 2 is a horizontal sectional view of the structure of the present invention.
图3为本发明的使用状态纵向剖视图。Fig. 3 is a longitudinal sectional view of the present invention in use state.
图4为本发明的使用状态水平向剖视图。Fig. 4 is a horizontal sectional view of the present invention in use state.
具体实施方式 Detailed ways
下面结合具体附图和实例对本说明作进一步说明。The description will be further described below in conjunction with specific drawings and examples.
如图1~图4所示,上下调节和承重螺栓1、起重凸缘2、锁紧螺母3、螺纹孔4、上下调节和承重凸缘5、一号角码6、水平槽7、横向凸缘8、安装导向口9、二号角码10、三号角码11、长腰圆孔12、连接螺栓13、圆柱头内六角螺栓14、垂直靠垫15、单元式幕墙立梃16、单元式幕墙上框17、起重吊孔18、单元式幕墙下框19、单元式幕墙板块20、幕墙玻璃21、玻璃固定和室外装饰件22主体结构23、预埋件24、室内地坪25等。As shown in Figures 1 to 4, the up and down adjustment and load-bearing
本发明包括上下调节和承重螺栓1、一号角码6、二号角码10和三号角码11,所述上下调节和承重螺栓1安装在螺纹孔4内,螺纹孔4设置在上下调节和承重凸缘5上,上下调节和承重凸缘5设置在一号角码6上;所述一号角码6一端与单元式幕墙立梃16通过圆柱头内六角螺栓14连接,另一端与二号角码10通过水平槽7和横向凸缘8的配合相连接;所述二号角码10一边与一号角码6通过水平槽7和横向凸缘8的配合连接,另一边与三号角码11通过连接螺栓13相连;所述三号角码11一边与主体结构23上的预埋件24焊接,另一边与二号角码10通过连接螺栓13相连。The present invention includes up and down adjustment and load-bearing
本发明所述上下调节和承重螺栓1安装在一号角码的螺纹孔4内,通过调整上下调节和承重螺栓1可以实现单元式幕墙板块20的上下移动,在单元式幕墙板块20调整到位后,拧紧与一号角码6连接的锁紧螺母3,锁定单元式幕墙板块的高度位置,此时上下调节和承重螺栓1转化为单元式幕墙板块的承重螺栓。The up-and-down adjustment and load-bearing
本发明所述一号角码6是一种低合金结构钢,经铸造加工而成,与单元式幕墙立梃16通过圆柱头内六角螺栓14连接,一号角码6上设置有起重吊孔18,供吊装单元式幕墙板块使用,起重吊孔18设置在起重凸缘2上;还设置有安装导向口9,供单元式幕墙板块安装时,方便一号角码上的水平槽7插入二号角码上的横向凸缘8;还设置有螺纹孔4,通过与上下调节和承重螺栓1配合,可以实现单元式幕墙板块上下调整和单元式幕墙板块的承重,螺纹孔4设置在上下调节和承重凸缘5上;还设置有水平槽7,通过与二号角码10上的横向凸缘8配合使用,可以承受单元式幕墙板块传递的水平风荷载和水平地震力、同时可以实行单元式幕墙板块横向的平移调整;还设置有垂直靠垫15,紧贴单元式幕墙立梃16,防止单元式幕墙立梃与一号角码之间的相对转动,同时作为一号角码安装到单元式幕墙立梃上时的装配基准。The
本发明所述二号角码10是一个不等边角钢的钢制件,一边与三号角码11等高,且与三号角码通过连接螺栓13相连;另一边比三号角码11较高,较高的横向凸缘8与一号角码6的水平槽7配合,可实现一号角码6的水平槽7在二号角码10横向凸缘8上的左右水平移动,安装定位后,可承受单元式幕墙板块的水平风荷载和水平地震力,同时承受单元式幕墙板块的垂直恒载。The
本发明所述三号角码11是一个不等边角钢的钢制件,一边与主体结构23上的预埋件24焊接,另一边设置长腰圆孔12,与二号角码10相连,安装时,通过移动连接螺栓13和二号角码10在长腰圆孔12上的位置,可以调整单元式幕墙板块的前后水平位置,安装定位后,承受单元式幕墙板块的水平风荷载和水平地震力,同时承受单元式幕墙板块的垂直恒载。The
本发明所述单元式幕墙板块20在工厂制作加工和装配,如图3~图4所示,包括单元式幕墙立梃16、单元式幕墙上框17、单元式幕墙下框19、幕墙玻璃21、玻璃固定和室外装饰件22等,单元式幕墙板块20制作加工和装配后,在两边的单元式幕墙立梃16上用圆柱头内六角螺栓14各装上一号角码6、上下调节和承重螺栓1和锁紧螺母3,然后运往施工工地,此时工地上事先已将二号角码10和三号角码11在主体承重结构23上已安装调整完毕,并与主体承重结构上的预埋件焊接完毕,安装时,起吊单元式幕墙板块20,将一号角码6上的安装导向口9对准二号角码10上的横向凸缘8,顺着安装导向口9,一号角码6的水平槽7扣在二号角码10的横向凸缘8上,进行上下和水平调整,调整结束固定,安装室内地坪25。The unitized
本发明结构精巧,构件加工工序简单、幕墙板块安装方便,减少劳动强度,提高劳动生产率,结构受力合理,在单元式幕墙板块安装过程中可方便地进行空间三维方向的调整和定位,在单元式幕墙板块安装到位后,可承受单元式幕墙的垂直恒载、水平风荷载和水平地震力,在安装空间局促的场合使用尤显优势,适合所有单元式幕墙的安装使用。The invention has the advantages of exquisite structure, simple component processing procedure, convenient installation of curtain wall panels, reduced labor intensity, increased labor productivity, reasonable structural stress, and convenient adjustment and positioning of the three-dimensional direction of space during the installation of unitized curtain wall panels. After the curtain wall panels are installed in place, they can bear the vertical dead load, horizontal wind load and horizontal seismic force of the unit curtain wall. It is especially advantageous when the installation space is limited, and is suitable for the installation and use of all unit curtain walls.
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| CN2010102682825A CN101949187B (en) | 2010-08-23 | 2010-08-23 | Force bearing device three-dimensionally adjusted and positioned by unitized curtain wall |
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| CN2010102682825A CN101949187B (en) | 2010-08-23 | 2010-08-23 | Force bearing device three-dimensionally adjusted and positioned by unitized curtain wall |
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| CN103711241A (en) * | 2014-01-21 | 2014-04-09 | 贵州金冠幕墙产品开发有限公司 | Curtain wall support and assembling method thereof as well as curtain wall system |
| CN104074288B (en) * | 2014-05-28 | 2016-06-15 | 宁波建工股份有限公司 | Curtain wall multiple degrees of freedom support system |
| CN104251028B (en) * | 2014-08-05 | 2017-04-26 | 莱尔斯特(厦门)股份公司 | Combined stone curtain wall |
| CN107762010B (en) * | 2017-04-07 | 2023-11-28 | 深圳市盈科幕墙设计咨询有限公司 | Mounting method of modular building curtain wall system and curtain wall system thereof |
| CN106930448B (en) * | 2017-04-25 | 2022-11-22 | 沈阳远大铝业工程有限公司 | Indoor side mounting structure of angle-adjustable unit curtain wall |
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| CN1158441C (en) * | 2001-05-25 | 2004-07-21 | 陈猛 | Metal plate curtain wall installing structure |
| JP4036455B2 (en) * | 2003-06-13 | 2008-01-23 | 新日軽株式会社 | Glass support structure in curtain wall structure |
| JP4373953B2 (en) * | 2005-04-04 | 2009-11-25 | 新日軽株式会社 | Panel support structure in curtain wall |
| CN100585108C (en) * | 2007-02-08 | 2010-01-27 | 沈英 | Installation structure of clay panel curtain wall |
| CN201162294Y (en) * | 2008-01-11 | 2008-12-10 | 深圳金粤幕墙装饰工程有限公司 | A photovoltaic glass curtain wall |
| CN101289893A (en) * | 2008-01-21 | 2008-10-22 | 沈英 | Pottery clay plate curtain wall crossbeam-free mounting structure |
| IES20080185A2 (en) * | 2008-03-12 | 2009-02-18 | Thermal Profiles & Accessories | A glazing unit and a method of manufacturing same |
| JP2009221789A (en) * | 2008-03-18 | 2009-10-01 | Ykk Ap株式会社 | Curtain wall and building |
| CN201762853U (en) * | 2010-08-23 | 2011-03-16 | 无锡恒发幕墙工程有限公司 | Stress device for cellular curtain wall three-dimensional adjustment and location |
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