CN115478639A - A connected node that is used for back of body bolt formula curtain panel and crossbeam - Google Patents
A connected node that is used for back of body bolt formula curtain panel and crossbeam Download PDFInfo
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- CN115478639A CN115478639A CN202211112645.5A CN202211112645A CN115478639A CN 115478639 A CN115478639 A CN 115478639A CN 202211112645 A CN202211112645 A CN 202211112645A CN 115478639 A CN115478639 A CN 115478639A
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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
- E04B2/885—Curtain walls comprising a supporting structure for flush mounted glazing panels
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Abstract
Description
技术领域technical field
本发明涉及建筑幕墙领域,具体涉及幕墙面板与横梁的连接结构。The invention relates to the field of building curtain walls, in particular to a connection structure between a curtain wall panel and a beam.
背景技术Background technique
建筑幕墙是一种独立的围护结构系统,目前主流的施工方法为干挂法,该方法是利用金属挂件将幕墙面板吊挂在与主体结构连接的金属骨架上。为提高幕墙面板安装的便利性,通常的做法是将金属挂件一部分固定在骨架的横梁上,另一部分固定在幕墙面板的连接件上,两部分之间采用上下对插结构连接在一起,如公告号为CN 203022169 U的实用新型专利申请、公开号为CN 103452214 A的发明专利申请和公开号为CN 107447900 A的发明专利申请。由于上述三项专利申请的技术方案可见,三者的共同特点都是:(1)采用槽式上下对插结构连接在一起,(2)采用螺钉来调节幕墙面板的竖向高度。因此,明显存在以下缺陷:一是,由于下挂件上的插槽开口向上,而上下挂件之间无固定连接机构,因此地震波所产生的上抛运动即使幕墙面板存在被抛出的风险。二是,上挂件由高度调节螺钉点支撑在下挂件上,幕墙面板自重必然会产生绕螺钉头水平转动的力矩;为了消除该力矩对稳定性造成影响,上下挂件之间就要设置两个上下分布的槽式对插结构,这显然会影响安装的便利性。The building curtain wall is an independent enclosure structure system. The current mainstream construction method is the dry hanging method. This method uses metal pendants to hang the curtain wall panels on the metal skeleton connected to the main structure. In order to improve the convenience of curtain wall panel installation, the usual practice is to fix part of the metal pendant on the beam of the skeleton, and the other part on the connector of the curtain wall panel. The utility model patent application whose publication number is CN 203022169 U, the invention patent application whose publication number is CN 103452214 A and the invention patent application whose publication number is CN 107447900 A. As can be seen from the technical solutions of the above three patent applications, the common features of the three are: (1) they are connected together by a groove-type up and down plug-in structure, and (2) they are connected by screws to adjust the vertical height of the curtain wall panels. Therefore, there are obviously the following defects: First, since the opening of the slot on the lower pendant is upward, and there is no fixed connection mechanism between the upper and lower pendants, there is a risk of the curtain wall panel being thrown out even if the upward throwing motion generated by the seismic wave exists. The second is that the upper pendant is supported on the lower pendant by the height adjustment screw point, and the self-weight of the curtain wall panel will inevitably generate a moment of horizontal rotation around the screw head; The groove-type plug-in structure obviously affects the convenience of installation.
由于现有技术所存在的上述缺陷,因此研发一种抗震性能好,且安装便利的用于幕墙面板与横梁的连接节点(或连接构件)具有重要意义。Due to the above-mentioned defects in the prior art, it is of great significance to develop a connection node (or connection member) for curtain wall panels and beams that has good seismic performance and is easy to install.
发明内容Contents of the invention
本发明要解决的技术问题是,提供一种用于背栓式幕墙面板与横梁的连接节点,该连接节点不仅安装便利,而且可抗地震波产生的上抛运动。The technical problem to be solved by the present invention is to provide a connection node for back-bolted curtain wall panels and beams, which is not only convenient for installation, but also resistant to upward throwing movement generated by seismic waves.
本发明解决上述技术问题方案如下:The present invention solves above-mentioned technical problem scheme as follows:
一种用于背栓式幕墙面板与横梁的连接节点,其特征在于,该连接节点包括与幕墙面板上背栓连接的挂件,该挂件为L形,其一个直角上设有穿设背栓的背栓孔,另一直角边相对设置有连接横梁的座码;A connection node for a back-bolt curtain wall panel and a beam, characterized in that the connection node includes a hanger connected to the back bolt on the curtain wall panel, the hanger is L-shaped, and one of its right angles is provided with a back bolt. The back bolt hole, the other right-angled side is oppositely provided with the seat code connecting the beam;
所述挂件的另一直角边的中部设有调节长孔,该调节长孔垂直于设有背栓孔的直角边;The middle part of the other right-angled side of the pendant is provided with an adjustment long hole, and the adjustment long hole is perpendicular to the right-angled side with the back bolt hole;
所述的座码为一字形或Γ形;当所述座码为一字形时,该座码与所述挂件相对一侧的一头向上延伸有矩形凸起,另一头设有所述横梁固定连接的安装孔;当所述的座码是Γ形时,该座码与所述挂件相对一侧的横边的头部向上延伸有矩形凸起,竖边上设有平行于横边的安装孔;The seat code is in the shape of a line or Γ; when the seat code is in the shape of a line, a rectangular protrusion extends upward from one end of the seat opposite to the pendant, and the other end is fixedly connected with the beam mounting hole; when the seat code is Γ-shaped, the head of the horizontal side of the seat code and the side opposite to the pendant extends upward with a rectangular protrusion, and the vertical side is provided with a mounting hole parallel to the horizontal side ;
所述矩形凸起上设有一前后贯通的矩形槽,该矩形槽的对称中心线与所述挂件上所设调节长孔的对称中心线正交;所述矩形槽内壁的中部相对设有与所述矩形凸起上表面平行的条状凸起,该条状凸起的下表面自矩形槽的内壁起向矩形槽底部倾斜,从而在所述矩形槽的内壁和条状凸起的下表面之间形成一契形角;The rectangular protrusion is provided with a rectangular slot through front and back, the symmetrical center line of the rectangular slot is orthogonal to the symmetrical center line of the adjusting long hole set on the pendant; the middle part of the inner wall of the rectangular slot is opposite to the The upper surface of the rectangular protrusion is parallel to the strip-shaped protrusion, and the lower surface of the strip-shaped protrusion is inclined from the inner wall of the rectangular groove to the bottom of the rectangular groove, so that between the inner wall of the rectangular groove and the lower surface of the strip-shaped protrusion form a wedge-shaped angle;
所述的矩形凸起上卡扣一Π形的卡套,该卡套与所述矩形槽相对的中部设有第一螺纹孔;所述的矩形槽的下部穿设有契形锁止条,该契形锁止条上表面的两侧分别设有与所述契形角相匹配的契形凸起;所述的契形锁止条的中部设有第二螺纹孔,该螺纹孔的轴线与矩形槽的对称中心线共面;A Π-shaped ferrule is buckled on the rectangular protrusion, and the middle part of the ferrule opposite to the rectangular groove is provided with a first threaded hole; the lower part of the rectangular groove is pierced with a wedge-shaped locking strip, The two sides of the upper surface of the wedge-shaped locking strip are respectively provided with wedge-shaped projections matching the wedge-shaped corners; the middle part of the wedge-shaped locking strip is provided with a second threaded hole, and the axis of the threaded hole Coplanar with the center line of symmetry of the rectangular slot;
所述Π形的卡套上所设的第一螺纹孔内穿设有管状的螺杆,该螺杆的下头延伸至所述条状凸起的上表面,上头穿出所述的调节长孔并由锁定螺母固定在所述的挂件上;所述螺杆的管孔的上头设有内六角沉孔,该内六角沉孔的下部为光孔,一与其匹配的锁紧螺钉由所述螺杆的管孔内穿出,头部伸至所述契形锁止条上所设的第二螺纹孔内,将所述的座码夹持在所述螺杆的端面上。A tubular screw rod is perforated in the first threaded hole provided on the Π-shaped ferrule, and the lower head of the screw rod extends to the upper surface of the strip-shaped protrusion, and the upper head passes through the long adjustment hole and is The lock nut is fixed on the pendant; the top of the tube hole of the screw rod is provided with a hexagonal counterbore, and the bottom of the hexagonal counterbore is a light hole, and a matching locking screw is formed by the tube hole of the screw rod. The head extends into the second threaded hole provided on the wedge-shaped locking bar, and clamps the seat code on the end surface of the screw rod.
为了增加容错能力,节约安装时间,本申请的一个改进方案是,所述的契形锁止条的下表面的两侧也分别设有与所述契形角相匹配的契形凸起。In order to increase fault tolerance and save installation time, an improvement solution of the present application is that both sides of the lower surface of the wedge-shaped locking strip are respectively provided with wedge-shaped protrusions matching the wedge-shaped corners.
上述连接节点可将幕墙面板与龙骨架的空间位置关系进行三维调节,其中,所述挂件上所设的调节长孔用于调节幕墙面板与龙骨架之间的垂直距离,拧动管状的螺杆可上下调节幕墙面板,松开锁紧螺钉再推动契形锁止条在所述矩形槽内前后移动,可同步驱动幕墙面板左右运动。The above connection nodes can adjust the spatial position relationship between the curtain wall panel and the keel frame three-dimensionally, wherein the adjusting long hole set on the pendant is used to adjust the vertical distance between the curtain wall panel and the keel frame, and twisting the tubular screw can Adjust the curtain wall panel up and down, loosen the locking screw and then push the wedge-shaped locking bar to move back and forth in the rectangular groove, which can synchronously drive the curtain wall panel to move left and right.
由现有技术可见,幕墙面板的安装方案有两种,第一种是一排幕墙面板固定在上下两根横梁上,第二种是上一排幕墙面板的下边和下一排幕墙面板的上边固定在同一根横梁上(以节约一根横梁)。选择第一种安装方案时,一排幕墙面板上下两边的连接节点中的座码都选择一字形的;当选择第二种安装方案时,上一排幕墙面板下边的连接节点中的座码可选择Γ形的,下一排幕墙面板上边的连接节点中的座码可选择一字形的。It can be seen from the prior art that there are two installation schemes for curtain wall panels. The first is that a row of curtain wall panels is fixed on the upper and lower beams, and the second is that the lower side of the previous row of curtain wall panels and the upper side of the next row of curtain wall panels Be fixed on the same beam (to save a beam). When the first installation scheme is selected, the seat codes in the connection nodes on the upper and lower sides of a row of curtain wall panels are all in the same shape; when the second installation scheme is selected, the seat codes in the connection nodes below the upper row of curtain wall panels can be If the Γ shape is selected, the seat code in the connection node on the next row of curtain wall panels can be in the shape of a straight line.
为了提高所述连接节点的稳定性,当所述的座码是Γ形时,其横边向竖边的外侧延伸并向下弯折成一卡槽,该卡槽的宽度与作为横梁的角钢厚度相匹配。In order to improve the stability of the connection node, when the seat code is Γ-shaped, its horizontal side extends to the outside of the vertical side and bends downward to form a slot, the width of which is the same as the thickness of the angle steel used as the beam match.
本申请上述技术方案中所述幕墙面板的材料可以是天然石材或人造板材,其中所述的人造板材可以是陶瓷面板或水泥纤维面板等。The material of the curtain wall panel in the above technical solution of the present application may be natural stone or artificial board, wherein the artificial board may be ceramic panel or cement fiber panel.
本申请所述连接节点较现有技术具有以下有益效果:Compared with the prior art, the connection node described in this application has the following beneficial effects:
1、利用契形锁止条和锁紧螺钉将座码夹持在管状的螺杆的下端面,既可上下调节幕墙面板,又可被免地震波产生的上抛运动将幕墙面板抛出的风险;1. Use the wedge-shaped locking strip and the locking screw to clamp the seat on the lower end of the tubular screw, which can not only adjust the curtain wall panel up and down, but also avoid the risk of the curtain wall panel being thrown out by the upward throwing movement generated by the seismic wave;
2、利用Π形的卡套与契形锁止条在矩形槽内外的联合作用,显著提高了节点抗水平转动力矩的能力,使整个节点在只有一个槽式对插结构(即一个矩形槽)的情况下也有很好的稳定性;2. Utilizing the joint effect of the Π-shaped ferrule and the wedge-shaped locking strip inside and outside the rectangular groove, the ability of the node to resist horizontal rotational moments is significantly improved, so that the entire node has only one groove-type inter-plug structure (that is, a rectangular groove) It also has good stability in the case of
3、所述条状凸起的下表面与所述契形锁止条上表面的契形凸起构成一契形连接结构,因此当系统产生竖向力(垂直向上的力)时,该竖向力由该契形连接结构便分解成竖向分力和两个方向相对的横向分力;在该横向分力的作用力下,所述矩形槽的两壁必然存在向内收拢的趋势,显然可进一步提高整个节点的稳定性。3. The lower surface of the strip-shaped protrusion and the wedge-shaped protrusion on the upper surface of the wedge-shaped locking strip form a wedge-shaped connection structure, so when the system generates a vertical force (vertical upward force), the vertical The axial force is decomposed into a vertical component force and two opposite lateral component forces by the wedge-shaped connection structure; under the force of the horizontal component force, the two walls of the rectangular groove must have a tendency to draw inward. Obviously, the stability of the entire node can be further improved.
附图说明Description of drawings
图1~4为本申请所述连接节点的一个具体实施例的结构示意图,其中,图1为主视图(沿锁紧螺钉的轴线剖),图2为俯视图,图3为仰视图,图4为右视图。1 to 4 are schematic structural views of a specific embodiment of the connection node described in the present application, wherein, Fig. 1 is a front view (sectioned along the axis of the locking screw), Fig. 2 is a top view, Fig. 3 is a bottom view, and Fig. 4 for the right view.
图5为图1~4所示连接节点用于开放式幕墙的局部结构示意图。Fig. 5 is a schematic diagram of a partial structure of the connection nodes shown in Figs. 1-4 used for an open curtain wall.
图6~9为本申请所述连接节点的另一个具体实施例的结构示意图,其中,图6为主视图(沿锁紧螺钉的轴线剖),图7为俯视图,图8为仰视图,图9为右视图。6 to 9 are structural schematic diagrams of another specific embodiment of the connection node described in the present application, wherein, FIG. 6 is a front view (sectioned along the axis of the locking screw), FIG. 7 is a top view, and FIG. 8 is a bottom view. 9 is a right view.
图10为图6~9所示连接节点用于防水式幕墙的局部结构示意图。Fig. 10 is a schematic diagram of a partial structure of the connection nodes shown in Figs. 6-9 for a waterproof curtain wall.
图11~14为本申请所述连接节点的第三个具体实施例的结构示意图,其中,图11为主视图(沿锁紧螺钉的轴线剖),图12为俯视图,图13为仰视图,图14为右视图。Figures 11 to 14 are structural schematic diagrams of a third specific embodiment of the connection node described in the present application, wherein Figure 11 is a front view (sectioned along the axis of the locking screw), Figure 12 is a top view, and Figure 13 is a bottom view, Figure 14 is a right side view.
图15为图11~14所示连接节点用于另一种开方式幕墙的局部结构示意图。Fig. 15 is a schematic diagram of a partial structure of the connection nodes shown in Figs. 11-14 used in another curtain wall with an opening method.
具体实施例specific embodiment
例1example 1
参见图1~4,本例的连接节点包括与幕墙面板上背栓连接的挂件1,该挂件1为L形,其一个直角边上设有穿设背栓的背栓孔2,另一直角边相对设置有连接横梁(该横梁图中未显示)的一字形的座码3;挂件1的另一直角边的中部设有调节长孔4,该调节长孔4垂直于设有背栓孔2的直角边。Referring to Figures 1 to 4, the connection nodes in this example include a
参见图1~4,座码3与挂件1相对一侧的一头向上延伸有矩形凸起5,另一头设有连接横梁(该横梁图中未显示)的长形的安装孔6;矩形凸起5上设有一前后贯通的矩形槽7,该矩形槽7的对称中心线与挂件1上所设调节长孔4的对称中心线正交;矩形槽7内壁的中部相对设有与所述矩形凸起5上表面平行的条状凸起8,该条状凸起8的下表面自矩形槽7的内壁起向矩形槽7底部倾斜,从而在矩形槽7的内壁和条状凸起8的下表面之间形成一契形角。Referring to Figures 1 to 4, one end of the
参见图1~4,矩形凸起5上卡扣一Π形的卡套9,该卡套9与矩形槽7相对的中部设有第一螺纹孔(图中没给出编号);矩形槽7的下部穿设有契形锁止条10,该契形锁止条10上表面的两侧分别设有与所述契形角相匹配的契形凸起11;契形锁止条11的中部设有第二螺纹孔(图中没给出编号),该螺纹孔的轴线与矩形槽7的对称中心线共面。Referring to Figures 1 to 4, a Π-
参见图1,为了增加容错能力,节约安装时间,契形锁止条10的下表面的两侧也分别设有与所述契形角相匹配的契形凸起11。Referring to FIG. 1 , in order to increase fault tolerance and save installation time, both sides of the lower surface of the wedge-shaped
参见图1~4,Π形的卡套9上所设的第一螺纹孔内穿设有管状的螺杆12,该螺杆12的下头延伸至矩形槽7内壁中部的条状凸起8的上表面,上头穿出调节长孔4并由锁定螺母13固定在挂件1上;螺杆12的管孔的上头设有内六角沉孔14,该内六角沉孔14的下部为光孔,一与其匹配的锁紧螺钉15由管状的螺杆12的管孔内穿出,头部伸至契形锁止条10所设的第二螺纹孔内,将的座码3夹持在螺杆12的端面上。上述内六角沉孔14的作用是便于上下拧动管状的螺杆12,调节幕墙面板18的竖向高度。Referring to Figures 1 to 4, a
参见图5并结合图1~4,本例所述连接节点适用于开放式幕墙,该幕墙包括连接节点16、普通角钢制作的横梁17和幕墙面板18,其中连接节点16由两根螺栓19通过座码3上的长形的安装孔6固定在横梁17上,幕墙面板18由背栓20通过挂件1上的背栓孔2与连接节点16固定在一起。Referring to Fig. 5 in conjunction with Figs. 1-4, the connection nodes described in this example are suitable for open curtain walls, and the curtain walls include
参见图5并结合图1~4,本例所述的连接节点16可将幕墙面板18(如大理石)与龙骨架(包括横梁和竖梁,其中竖梁图中没显示)的空间位置关系进行三维调节,其中,挂件1上所设的调节长孔4可调节幕墙面板18与横梁之间的垂直距离,拧动管状的螺杆12可上下调节幕墙面板18的的竖向高度,松开锁紧螺钉15再推动契形锁止条10在矩形槽7内前后移动,可同步驱动幕墙面板18左右运动。Referring to Fig. 5 and in conjunction with Figs. 1 to 4, the
参见参见图5并结合图1,挂件1与幕墙面板18的配合面上、挂件1与锁定螺母13及卡套9的配合面上和座码3与螺栓19下垫圈(图中没给出编号)的配合面上均设有防滑移的波纹(图中没给出编号)。本例中所述的幕墙面板18为天然石材,如大理石。Referring to Fig. 5 and combined with Fig. 1, the mating surface of the
例2Example 2
参见图6~9,本例中的座码3为Γ形,上横边的头部设有所述的矩形凸起5,竖边上设有与横梁固定连接的两个圆形的安装孔6。Referring to Figures 6-9, the
参见图6~9,本例所述连接结点上述以外的其它结构与例1相同,可参照图1~4实施。Referring to FIGS. 6-9 , other structures of the connection nodes described in this example are the same as those in Example 1, and can be implemented with reference to FIGS. 1-4 .
参见图10并结合图6~9和图1~4,本例所述连接节点适用于开放式防水幕墙,该幕墙包括连接节点16、普通角钢制作的横梁17和幕墙面板18,其中连接节点16由两根螺栓19通过座码3上的圆形的安装孔6固定在横梁17上,幕墙面板18由背栓20通过挂件1上的背栓孔2与连接节点16固定在一起。Referring to Fig. 10 in conjunction with Figs. 6-9 and Figs. 1-4, the connection nodes described in this example are suitable for open waterproof curtain walls, which include
本例所述连接结点调节幕墙面板18与龙骨架(包括横梁和竖梁,其中竖梁图中没显示)的空间三维位置关系的方法可参照例1实施。本例中所述的幕墙面板18为陶瓷面板。The method for adjusting the spatial three-dimensional positional relationship between the
例3Example 3
参见图11~14,本例中的座码3是在例2所述Γ形的座码3基础改进而成的,其改进之处在于,上横边向竖边的外侧延伸并向下弯折成卡槽3-1,该卡槽3-1的宽度与作为横梁的角钢厚度相匹配。Referring to Figures 11-14, the
参见图11~14,本例所述连接结点上述以外的其它结构与例1相同,可参照图1~4实施。Referring to Figures 11-14, other structures of the connection nodes in this example are the same as those in Example 1, and can be implemented with reference to Figures 1-4.
参见图15并结合图11~14和图1~4,本例所述连接节点适用于上一排幕墙面板的下边和下一排幕墙面板的上边共用一根横梁的开放式幕墙,该幕墙包括本例所述连接节点16’、上述例1所述连接节点16、不等边角钢制作的横梁17和幕墙面板18。其中,例1的连接节点16固定在横梁17的横边上,本例连接节点16’固定在横梁17的竖边上,且卡槽3-1卡扣在横梁17竖边的上头;例1所述连接节点16由两根螺栓19通过座码3上的长形的安装孔6固定在横梁17的横边上,位于下一排的幕墙面板18由背栓20通过挂件1上的背栓孔2与连接节点16固定在一起;本例所述连接节点16’由另两根螺栓19’通过座码3上的圆形的安装孔6固定在横梁17竖边上,位于下一排的幕墙面板18’由另一背栓20’通过挂件1上的背栓孔2与连接节点16’固定在一起。Referring to Figure 15 and combining Figures 11 to 14 and Figures 1 to 4, the connection nodes described in this example are suitable for open curtain walls where the lower side of the upper row of curtain wall panels and the upper side of the next row of curtain wall panels share a beam, and the curtain wall includes The connection node 16' described in this example, the
本例所述连接结点调节幕墙面板18和18’与龙骨架(包括横梁和竖梁,其中竖梁图中没显示)的空间三维位置关系的方法可参照例1实施。本例中所述的幕墙面板18和18’均为水泥纤维面板。The method for adjusting the spatial three-dimensional positional relationship between the connection nodes of the
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