说明书 Instruction manual
一种幕墙单元板块与幕墙主体之间的连接机构 技术领域 Connection mechanism between curtain wall unit plate and curtain wall main body
本发明涉及幕墙的建筑装饰领域, 具体是涉及一种幕墙单元板块与幕墙 主体之间的连接机构。 The invention relates to the field of architectural decoration of a curtain wall, in particular to a connection mechanism between a curtain wall unit panel and a curtain wall main body.
背景技术 Background technique
玻璃幕墙因其特有的装饰效果为众多建筑物所采用, 然而, 其单元板块 如铝单板、 铝塑板或玻璃等以及副框与立柱、 横梁的连接通常是利用压板及 螺丝来实现的。 虽然利用压板连接可以起到一定的固定连接作用, 但采用压 块固定时, 施工过程十分繁琐, 费时费力, 如采用传统的压板方式安装, 每 个玻璃及铝板板块需要 20多分钟才能安装完毕, 效率较低, 对工期的进度影 响较大。 传统的压板连接, 副框组角要用角铝和冲角, 安装与加工都不方便, 属于点连接的方式, 在负风压作用下容易产生安全隐患。 Glass curtain walls are used in many buildings because of their unique decorative effects. However, the connection of unit plates such as aluminum veneers, aluminum-plastic plates or glass, and sub-frames to columns and beams is usually achieved by using pressure plates and screws. Although the use of the pressure plate connection can play a certain fixed connection function, when the pressure block is fixed, the construction process is very cumbersome and time-consuming, and it is time-consuming and labor-intensive. For example, the installation is performed by a conventional pressure plate method, and each glass and aluminum plate plate takes more than 20 minutes to be installed. The efficiency is low, which has a great impact on the progress of the construction period. The traditional platen connection, the corner of the sub-frame group should use angle aluminum and angle of attack, which is inconvenient to install and process. It belongs to the way of point connection, which is easy to cause safety hazard under the action of negative wind pressure.
传统的压板连接, 还要用到大量的相关配套件, 如螺丝等, 成本较高; 传统的玻璃板块托条与玻璃副框连在一起, 打结构胶及施工时存在诸多不便。 另外, 传统的压板连接, 靠墙边部位与墙体连接部位及转角处很难压紧压板。 发明内容 The traditional pressure plate connection requires a large number of related accessories, such as screws, which are costly; the traditional glass plate tows are connected with the glass sub-frames, and there are many inconveniences in the construction of structural adhesives and construction. In addition, the traditional pressure plate connection, it is difficult to press the pressure plate at the joint portion of the wall and the wall and the corner. Summary of the invention
本发明的目的就是为了解决上述之不足而提供一种制作安装简便、 安全 性能更好、 成本更低并符合幕墙***设计规范要求的玻璃幕墙单元板块与幕 墙主体之间的连接机构。 SUMMARY OF THE INVENTION The object of the present invention is to provide a connection mechanism between a glass curtain wall unit panel and a curtain wall main body which is easy to install, has better safety performance, lower cost and meets the requirements of the design rules of the curtain wall system in order to solve the above-mentioned deficiencies.
本发明是通过下述技术方案来实现上述目的的: The present invention achieves the above object by the following technical solutions:
本发明的幕墙单元板块与幕墙主体之间的连接机构,包括立柱、横梁、 单元板块、 副框, 单元板块固定连接在副框上 t 包括立柱、 单元板块、 副框, 单元板块固定连接在副框上, 所述固定连接在单元板块四周的副框与横梁、 The connecting mechanism between the curtain wall unit plate and the curtain wall main body of the invention comprises a column, a beam, a unit plate and a sub-frame, and the unit plate is fixedly connected to the sub-frame, and comprises a column, a unit plate and a sub-frame, and the unit plate is fixedly connected to the auxiliary unit. a sub-frame and a beam fixedly connected around the unit block,
1 1
替换页(细则第 26条)
立柱之间设置有活动挂连机构,该挂连机构包括横梁纵向面上的开口向上的 U 形凹槽、 立柱纵向面上的水平方向开口的 u形凹槽以及副框水平方向设置的 挂钩; 挂钩挂在凹槽上, 在副框的水平方向伸出有横向板, 横向板与立柱之 间通过螺钉连接固定在一起。 Replacement page (Article 26) An active hanging mechanism is arranged between the columns, the hanging mechanism includes a U-shaped groove with an opening upward on a longitudinal surface of the beam, a u-shaped groove horizontally opened on a longitudinal surface of the column, and a hook disposed horizontally of the sub-frame; The hook is hung on the groove, and a horizontal plate protrudes in the horizontal direction of the sub-frame, and the horizontal plate and the column are fixed by screw connection.
所述每一立柱通过两个副框与单元板块挂连在一起, 每一副框均设置有 与立柱通过螺钉连接固定的横向板。 Each of the columns is connected to the unit plate by two sub-frames, and each of the sub-frames is provided with a horizontal plate fixed to the column by screw connection.
所述单元板块可为铝塑板、 铝单板; 所述立柱上的 U形凹槽与立柱为整 体铸造结构。 The unit panel may be an aluminum composite panel or an aluminum single panel; the U-shaped groove and the pillar on the pillar are an integral cast structure.
所述立柱上的 U形凹槽与立柱为分体结构, 它们之间通过螺钉或挂钩连 接在一起; 所述立柱的 U形凹槽内均设置有橡胶条。 The U-shaped groove and the column on the column are separated structures, and are connected together by screws or hooks; the U-shaped grooves of the column are provided with rubber strips.
所述单元板块可为玻璃, 玻璃的四周通过结构胶固定在副框上, 在固定 连接有玻璃的副框下方还设置有玻璃支撑托板, 该支撑托板通过其端部挂钩 与横梁上所设置的挂槽挂连, 支撑托板与玻璃间设置有硅胶或垫条。 : 本发明的优点在于: 1、 本发明由于采用原有板块与立柱、 横梁的连接采 用的是挂钩的形式, 每块单元可在十几秒的时间内迅速安装完毕, 极大地缩 短了安装时间, 可明显提高施工进度和棼益; 同时增加了横向板与立柱之间 的螺钉连接, 结构更为牢固。 2、 与传统的结构相比, 每平方米可节省铝材约 20%, 与单元式幕墙相比铝材可节省 40%。 3、 副框与立柱、 横梁安装时副 框四周采用挂钩的连接方式, 不用压块及螺丝固定, 节省了压块和螺丝的费 用, 并且解决了传统结构幕墙玻璃靠墙部位很难压紧板块等通病。 4、 副框组 角不用角铝和冲角使整体安装及加工方便, 单元板块及副框与立柱、 横梁实 现了面接触连接, 解决了传统压块点连接在负风压下容易产生安全隐患的弊 端。 5、 副框与立柱、 横梁挂钩结合部位设置柔性胶条, 起到吸收能量、 防止 噪音产生和提高安全性的作用。 6、 每块玻璃、 铝板板块与相邻板块之间
无干扰, 均可单独进行安装, 还可在室内挂装, 解决了传统构件式、 单元式 幕墙边部与墙体连接位及转角处的安装困难问题。 7、 所有托条与玻璃板块完 全独立, 在玻璃板块安装完毕后扣上, 施工更加方便; 开启窗的托板设置有 避雨板, 减少雨水进入窗扇内腔及室内和防止开启窗玻璃面受灰尘流泪现象; 它还起到挂住开启窗扇的功能, 节省了所有滑撑的费用, 解决了滑撑受力不 好的缺点。 The unit plate may be glass, and the periphery of the glass is fixed on the sub-frame by structural glue, and a glass support plate is further disposed under the sub-frame fixedly connected with the glass, and the support plate passes through the end hook and the beam The set hanging slot is connected, and the support plate and the glass are provided with silicone or pad. The advantages of the present invention are as follows: 1. The invention adopts the form of a hook for connecting the original plate with the column and the beam, and each unit can be quickly installed in a time of ten seconds, which greatly shortens the installation time. , can significantly improve the construction progress and benefits; At the same time increase the screw connection between the horizontal plate and the column, the structure is more secure. 2. Compared with the traditional structure, it can save about 20% of aluminum per square meter, and save 40% of aluminum compared with the unit curtain wall. 3. When the sub-frame and the column and the beam are installed, the hooks are connected around the sub-frames without the use of clamps and screws, which saves the cost of the clamps and screws, and solves the problem that it is difficult to press the plates on the wall of the traditional structure curtain wall. Waiting for a common problem. 4. The corners of the sub-frames are easy to install and process without the angle of aluminum and angle of attack. The unit plates and sub-frames are in surface contact with the columns and beams, which solves the problem that the traditional briquetting point connection is easy to cause safety hazards under negative wind pressure. The drawbacks. 5. The flexible rubber strip is arranged at the joint of the sub-frame and the column and the beam hook to absorb energy, prevent noise generation and improve safety. 6, between each glass, aluminum plate and adjacent plates It can be installed separately without interference, and can be installed indoors, which solves the problem of difficult installation of the traditional component type, unit type curtain wall edge and wall connection position and corner. 7. All the supporting strips are completely independent of the glass plates. After the glass plates are installed, they are buckled for more convenient construction. The trays for opening the windows are provided with a rain shield to reduce rainwater entering the sash cavity and the room and prevent opening of the window glass. Dust and tearing phenomenon; It also functions to hang the opening sash, which saves the cost of all sliding braces and solves the shortcomings of poor sliding force.
附图说明 DRAWINGS
以下结合附图和具体实施例对本发明作迸一步说明 The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.
图 1为采用本发明结构的幕墙示意图; Figure 1 is a schematic view of a curtain wall using the structure of the present invention;
图 2为图 1中的 A— A向示意图, 其单元板块为玻璃; Figure 2 is a schematic view of the A-A direction in Figure 1, the unit plate is glass;
图 3为图 1中的 B— B向示意图 , 其单元板块为玻璃; Figure 3 is a schematic view of the B-B direction in Figure 1, the unit plate is glass;
图 4为图 1中的 C~€向示意图, 其单元板块为铝塑板; Figure 4 is a schematic view of the C~€ direction in Figure 1, the unit plate is an aluminum-plastic plate;
图 5为图 1中的! )~D向示意图, 单元板块为铝塑板; , 图 6为图 1中的 E— E向示意图, 其单元板块为铝单板; Figure 5 is a schematic view of the !)~D direction in Figure 1, the unit plate is an aluminum-plastic plate; and Figure 6 is a schematic view of the E-E direction in Figure 1, the unit plate is an aluminum veneer;
图 7为图 1中的 F— F向示意图, 其单元板块为铝单板; Figure 7 is a schematic view of the F-F direction in Figure 1, the unit plate is an aluminum veneer;
图 8为立柱上的 U形凹槽与立柱之间通过连接件固定的示意图, 其单元 板块为铝单板。 Fig. 8 is a schematic view showing the U-shaped groove on the column and the column being fixed by a connecting member, and the unit plate is an aluminum single plate.
图 9 为全隐框玻璃幕墙立柱与单元板块的之间的连接机构局部结构示意 图; Figure 9 is a partial structural schematic view of the connection mechanism between the full hidden frame glass curtain wall column and the unit plate;
图 10为全隐框玻璃幕墙横梁与单元板块的之间的连接机构局部结构示意 图; Figure 10 is a partial structural schematic view of the connection mechanism between the full hidden frame glass curtain wall beam and the unit plate;
图 11为半隐框、 明框玻璃幕墙立柱与单元板块的之间的连接机构局部结 构示意图。 Figure 11 is a partial structural view showing the connection mechanism between the semi-hidden frame, the glass frame wall column and the unit block.
图 12为半隐框、 明框玻璃幕墙横梁与单元板块的之间的连接机构局部结 构示意图。
图中, 1立柱 2横梁 3副框 4单元板块玻璃 5 玻璃支撑托板 12 is a partial structural schematic view of a connection mechanism between a semi-hidden frame, a glass frame wall beam and a unit block. In the figure, 1 column 2 beam 3 sub frame 4 unit plate glass 5 glass support plate
6横梁的 U形凹槽 7立柱的 U形凹槽 8挂钩 9橡胶条 10橡胶条 6-beam U-shaped groove 7-post U-shaped groove 8 hook 9 rubber strip 10 rubber strip
11结构胶 12挂钩 13挂槽 14硅胶 15铝塑板 16铝单板 17螺钉 11 structural adhesive 12 hooks 13 hanging slots 14 silicone 15 aluminum composite panel 16 aluminum veneer 17 screws
18角钢 19横向板 20螺钉 18 angle steel 19 transverse plate 20 screws
具体实施例 Specific embodiment
如图 1至图 3, 本发明包括立柱 1、 横梁 2、 副框 3和单元板块, 单元板 块为玻璃 4, 玻璃 4四周通过结构胶 11固定在副框 3上, 副框 3与横梁 2、立 柱 1之间设置有挂连机构。 该挂连机构包括横梁 2纵向面上的开口向上的 U 形凹槽 6、立柱 1纵向面上的水平方向开口的 U形凹槽 7以及副框 3四周端部 的挂钩 8, 挂钩 8挂在凹槽 6和凹槽 7上, 凹槽 7与立柱 1之间为整体铸造结 构。 副框 3下端设置有玻璃支撑托板 5, 支撑托板 5通过其端部挂钩 12与横 梁 2上所设置的挂槽 13挂连, 支撑托板 5与玻璃 4间设置有硅胶 14, 也可以 为垫条。 横梁 2、 立柱 1的 U形凹槽内分别设置有橡胶条 9、 橡胶条 10。 As shown in FIG. 1 to FIG. 3, the present invention comprises a column 1, a beam 2, a sub-frame 3 and a unit plate. The unit plate is a glass 4, and the periphery of the glass 4 is fixed on the sub-frame 3 by a structural glue 11, and the sub-frame 3 and the beam 2 are A hanging mechanism is disposed between the columns 1 . The hanging mechanism includes a U-shaped groove 6 with an opening upward on the longitudinal surface of the beam 2, a U-shaped groove 7 opened horizontally on the longitudinal surface of the column 1 and a hook 8 at the end of the sub-frame 3. The hook 8 is hung on the hook 8 On the groove 6 and the groove 7, the groove 7 and the column 1 are integrally cast structure. The lower end of the sub-frame 3 is provided with a glass supporting plate 5, and the supporting plate 5 is connected with the hanging groove 13 provided on the beam 2 through the end hook 12 thereof, and the silicone plate 14 is disposed between the supporting plate 5 and the glass 4, and For the mat. The cross-member 2, the U-shaped groove of the column 1 are respectively provided with a rubber strip 9 and a rubber strip 10.
图 1、 图 4和图 5是单元板块为铝塑板 15时的结构示意图, 与图 2和图 3不同之处在于, 它不包括支撑托板, 铝塑板 15与副框 3是通过螺钉连接的, 不需采用结构胶。 1, FIG. 4 and FIG. 5 are schematic structural views when the unit plate is an aluminum-plastic plate 15, which differs from FIG. 2 and FIG. 3 in that it does not include a supporting plate, and the aluminum-plastic plate 15 and the sub-frame 3 are passed through screws. Connected, no structural glue is required.
图 1、 图 6和图 7是单元板块为铝单板 16时的结构示意图。 图 8是单元 板块为铝单板 16且立柱为角钢 18的结构示意图, U形凹槽与角钢 18为分体 结构, 它们之间通过螺钉 17连接在一起, 凹槽 7与角钢 18之间设置有垫片。 当然立柱也可为其它钢结构或其它材料。 Figures 1, 6, and 7 are schematic views of the structure when the unit block is an aluminum single board 16. 8 is a structural schematic view of the unit plate being an aluminum veneer 16 and the column being an angle steel 18. The U-shaped groove and the angle steel 18 are separated structures, which are connected by screws 17 and are disposed between the groove 7 and the angle steel 18. There are gaskets. Of course, the column can also be other steel structures or other materials.
使用时,将单元板块固定在副框上,然后通过挂连机构将单元板块挂接在 横梁、立柱上即可。当然, 如果单元板块是玻璃, 副框下端还设置有挂钩式支 撑托板。 In use, the unit plate is fixed on the sub-frame, and then the unit plate is attached to the beam and the column by the hanging mechanism. Of course, if the unit block is glass, the lower end of the sub-frame is also provided with a hook-type support plate.
如图 9、图 10所示为全隐框玻璃幕墙主体与单元板块的之间的连接机构, 在图示的玻璃幕墙的连接结构中包括立柱 1、 横梁 2、 副框 3和单元板块 4,
单元板块为玻璃 4, 玻璃 4四周通过结构胶 11固定在副框 3上, 副框 3与横 梁 2、立柱 1之间设置有挂连机构; 该挂连机构包括横梁 2纵向面上的开口向 上的 U形凹槽 6、 立柱 1纵向面上的水平方向开口的 U形凹槽 7以及副框 3 四周端部的挂钩 12, 挂钩 12挂在凹槽 6和凹槽 7上, 凹槽 7与立柱 1之间为 整体铸造结构。副框 3下端设置有玻璃支撑托板 5, 支撑托板 5通过其端部挂 钩与横梁 2上所设置的挂槽挂连, 支撑托板 5与玻璃 4间设置有硅胶 11 , 也 可以为垫条。横梁 2、 立柱 1的 U形凹槽内分别设置有橡胶条 9; 在立柱 1与 单元板 4连接的副框 3的水平方向伸出有横向板 19,横向板 19与立柱 1之间 通过螺钉 20连接固定在一起, 立柱 1可通过两个副框 3与单元板 4块挂连在 一起, 每一副框 3均设置有与立柱通过螺钉 20连接固定的横向板 19。上述立 柱上的 U形凹槽与立柱也为分体结构,它们之间通过螺钉或挂钩连接在一起。 As shown in FIG. 9 and FIG. 10, the connection mechanism between the main body of the hidden glass curtain wall and the unit block includes a column 1, a beam 2, a sub-frame 3 and a unit plate 4 in the connection structure of the glass curtain wall. The unit plate is made of glass 4, the periphery of the glass 4 is fixed on the sub-frame 3 by the structural adhesive 11, and the hanging frame is arranged between the sub-frame 3 and the beam 2 and the column 1; the hanging mechanism includes the opening on the longitudinal surface of the beam 2 a U-shaped groove 6, a horizontally open U-shaped groove 7 on the longitudinal surface of the column 1 and a hook 12 at the outer end of the sub-frame 3, the hook 12 is hung on the groove 6 and the groove 7, the groove 7 and The column 1 is an integrally cast structure. The lower end of the sub-frame 3 is provided with a glass supporting plate 5, and the supporting plate 5 is connected with the hanging groove provided on the beam 2 through the end hook thereof, and the silicone plate 11 is disposed between the supporting plate 5 and the glass 4, and may also be a pad. article. A rubber strip 9 is respectively disposed in the U-shaped groove of the beam 2 and the column 1; a horizontal plate 19 is protruded in the horizontal direction of the sub-frame 3 connected to the unit plate 4, and the horizontal plate 19 and the column 1 pass the screw The 20 joints are fixed together, and the column 1 can be hung together with the unit plate 4 through two sub-frames 3, and each sub-frame 3 is provided with a transverse plate 19 fixedly connected to the column by screws 20. The U-shaped groove and the column on the above column are also separated structures, and they are connected by screws or hooks.
如图 11、 图 12所示为半隐框、 明框玻璃幕墙的主体与单元板块的之间的 连接机构, 与上一例相比, 除单元板块与横梁的连接结构有所不同外,其立^ ¾ 与单元板块的连接结构基本相同, 本发明在此不作详述。 As shown in FIG. 11 and FIG. 12, the connection mechanism between the main body of the semi-hidden frame and the glass frame wall of the bright frame and the unit block is compared with the previous example, except that the connection structure of the unit plate and the beam is different. ^ 3⁄4 is substantially the same as the connection structure of the unit block, and the present invention will not be described in detail herein.
正是由于采用了上述挂连机构,极大地縮短了安装时间,解决了传统幕墙 结构玻璃靠墙部位很难压紧板块等通病,单元板块与立柱、横梁实现了面接触 连接, 解决了传统压块点连接在负风压下容易产生安全隐患的缺点。
It is precisely because of the above-mentioned hanging mechanism that the installation time is greatly shortened, and it is difficult to compress the plate and the like by the traditional curtain wall structure, and the unit plate is connected with the column and the beam to solve the traditional pressure. The disadvantage of block points connecting under negative wind pressure is likely to cause safety hazards.