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CN204626720U - A kind of suspension curtain wall support arm component - Google Patents

A kind of suspension curtain wall support arm component Download PDF

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Publication number
CN204626720U
CN204626720U CN201520221061.0U CN201520221061U CN204626720U CN 204626720 U CN204626720 U CN 204626720U CN 201520221061 U CN201520221061 U CN 201520221061U CN 204626720 U CN204626720 U CN 204626720U
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China
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steel
support arm
truss
curtain wall
steel truss
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CN201520221061.0U
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Chinese (zh)
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朱雯清
王伟
李双来
陈昊
马斌
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China Railway Construction Group Co Ltd
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China Railway Construction Group Co Ltd
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Abstract

本实用新型公开了一种悬挂幕墙支撑臂构件,包括钢桁架和钢支撑臂,所述钢桁架上下两端的桁架梁和钢桁架片之间连接有拉索,所述拉索外侧设置有幕墙,所述钢桁架上设置有相配合的结构柱,其中,所述结构柱内均匀设置有若干钢板,位于所述结构柱一侧的所述钢板与所述钢支撑臂之间通过耳板连接,并且,所述耳板还与所述钢桁架上的钢桁架片相连接,所述耳板与所述钢支撑臂之间通过销轴活动连接,位于同侧竖直方向的所述幕墙之间的空间形成了槽,所述槽内均设置有拉杆固定端,其中,位于左侧的所述拉杆固定端左右两端分别连接有拉杆和内丝套管,所述内丝套管设置于所述钢桁架上,所述钢支撑臂连接有与所述拉杆相配合的悬挂件。

The utility model discloses a support arm member for hanging a curtain wall, which comprises a steel truss and a steel support arm. A cable is connected between the truss beam and the steel truss sheet at the upper and lower ends of the steel truss, and a curtain wall is arranged on the outside of the cable. A matching structural column is arranged on the steel truss, wherein a number of steel plates are uniformly arranged in the structural column, and the steel plate on one side of the structural column is connected to the steel support arm through an ear plate, and, The ear plate is also connected to the steel truss sheet on the steel truss, and the ear plate and the steel support arm are flexibly connected by a pin shaft, and the space between the curtain walls in the vertical direction on the same side Grooves are formed, and fixed ends of pull rods are arranged in the grooves, wherein the left and right ends of the fixed ends of the pull rods on the left side are respectively connected with pull rods and inner wire sleeves, and the inner wire sleeves are arranged on the steel On the truss, the steel support arm is connected with a suspension piece matched with the pull rod.

Description

一种悬挂幕墙支撑臂构件A suspension curtain wall support arm component

技术领域 technical field

本实用新型涉及建筑行业领域,具体来说,涉及一种悬挂幕墙支撑臂构件。 The utility model relates to the field of construction industry, in particular to a support arm component for hanging curtain walls.

背景技术 Background technique

悬挂幕墙钢支撑臂是主要与幕墙竖向荷载以及风荷载共同作用下的一种消除边界破坏的构件,其结构体系在风载荷作用下形成较为理想的高斯曲面,幕墙板块的作用载荷均由竖向桁架上部拉索进行承担,幕墙要更多考虑玻璃面板的边界变形适应能力。由于悬挂幕墙竖向荷载大,并且幕墙受力位置为幕墙顶部,同时风荷载作用下最靠近结构柱的边部安装在结构柱上的玻璃收边钢槽有较大相对位移,这种位移量如果不加以抑制,将导致玻璃板块四角有超标的不共面度甚至造成玻璃直接破裂,因此通过设置钢支撑来达到抑制边部过度变形的目的。 The steel support arm of the suspended curtain wall is a component that eliminates boundary damage mainly under the joint action of the vertical load of the curtain wall and the wind load. Its structural system forms a relatively ideal Gaussian surface under the action of the wind load. Bearing the cables on the upper part of the truss, the curtain wall should give more consideration to the adaptability of the boundary deformation of the glass panel. Due to the large vertical load of the suspended curtain wall, and the force-bearing position of the curtain wall is the top of the curtain wall, and at the same time, under the action of wind load, the glass edge-receiving steel channel installed on the structural column at the edge of the structural column has a relatively large relative displacement. If it is not suppressed, it will cause the four corners of the glass plate to have excessive non-coplanarity and even cause the glass to break directly. Therefore, the purpose of suppressing excessive deformation of the edge is achieved by setting steel supports.

所以,研制出一种使用时能够有效抑制玻璃板边部过度变形的幕墙装置,便成为业内人士亟需解决的问题。 Therefore, developing a curtain wall device that can effectively suppress excessive deformation of the edge of the glass plate during use has become an urgent problem to be solved by people in the industry.

实用新型内容 Utility model content

针对相关技术中上述的目前市场上缺乏使用时能够有效抑制玻璃板边部过度变形的幕墙装置的问题,本实用新型提出一种悬挂幕墙支撑臂构件,能够有效解决传统幕墙装置使用时抑制玻璃板边部过度变形效果差,易导致玻璃破碎的问题。 Aiming at the problem in the related art that there is no curtain wall device on the market that can effectively suppress excessive deformation of the edge of the glass plate during use, the utility model proposes a hanging curtain wall support arm member, which can effectively solve the problem of inhibiting the glass plate when the traditional curtain wall device is in use. Excessive deformation of the edge is poor, which can easily lead to glass breakage.

为实现上述技术目的,本实用新型的技术方案是这样实现的: For realizing above-mentioned technical purpose, technical scheme of the present utility model is realized like this:

一种悬挂幕墙支撑臂构件,包括钢桁架和钢支撑臂,所述钢桁架上下两端的桁架梁和钢桁架片之间连接有拉索,所述拉索外侧设置有幕墙,所述钢桁架上设置有相配合的结构柱,其中,所述结构柱内均匀设置有若干钢板,位于所述结构柱一侧的所述钢板与所述钢支撑臂之间通过耳板连接,并且,所述耳板还与所述钢桁架上的钢桁架片相连接,所述耳板与所述钢支撑臂之间通过销轴活动连接,位于同侧竖直方向的所述幕墙之间的空间形成了槽,所述槽内均设置有拉杆固定端,其中,位于左侧的所述拉杆固定端左右两端分别连接有拉杆和内丝套管,所述内丝套管设置于所述钢桁架上,所述钢支撑臂连接有与所述拉杆相配合的悬挂件。 A suspension curtain wall support arm component, comprising a steel truss and a steel support arm, cables are connected between the truss beams at the upper and lower ends of the steel truss and the steel truss pieces, curtain walls are arranged on the outside of the cables, and the steel truss is provided with A matched structural column, wherein a number of steel plates are evenly arranged in the structural column, and the steel plates on one side of the structural column are connected to the steel support arm through ear plates, and the ear plates are also It is connected with the steel truss sheet on the steel truss, the ear plate and the steel support arm are flexibly connected by a pin shaft, and the space between the curtain walls on the same side in the vertical direction forms a groove, so The grooves are provided with fixed ends of tie rods, wherein the left and right ends of the fixed ends of the tie rods on the left side are respectively connected with pull rods and inner wire sleeves, and the inner wire sleeves are arranged on the steel truss. The steel support arm is connected with a suspension piece matched with the pull rod.

进一步的,所述钢支撑臂拐角处均设置有支撑臂耳板,并且,所述耳板与所述支撑臂耳板之间通过所述销轴同轴连接。 Further, the corners of the steel support arms are provided with support arm lugs, and the lugs are coaxially connected to the support arm lugs through the pin shafts.

进一步的,所述拉索与所述钢桁架上下两端的桁架梁和钢桁架片之间均通过不锈钢夹具连接。 Further, the stay cables are connected to the truss beams and steel truss pieces at the upper and lower ends of the steel truss through stainless steel clamps.

进一步的,所述槽内设置有与所述拉杆固定端相配合的垫块。 Further, a spacer matching with the fixed end of the pull rod is arranged in the groove.

本实用新型的有益效果:通过钢支撑臂和拉杆以及钢桁架的作用,有效抑制玻璃板边部过度变形,避免了玻璃易破碎情况的发生,进而使这种悬挂幕墙支撑臂构件拥有更广阔的发展空间。 The beneficial effect of the utility model: through the action of the steel support arm, the pull rod and the steel truss, the excessive deformation of the edge of the glass plate can be effectively suppressed, and the occurrence of easy breakage of the glass can be avoided, so that the support arm component of the hanging curtain wall has a wider Expansion capacity.

附图说明 Description of drawings

为了更清楚地说明本实用新型实施例或现有技术中的技术方案,下面将对实施例中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本实用新型的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其它的附图。 In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the accompanying drawings required in the embodiments will be briefly introduced below. Obviously, the accompanying drawings in the following description are only the present invention. For some embodiments of the present invention, those skilled in the art can also obtain other drawings according to these drawings without paying creative efforts.

图1是根据本实用新型实施例所述的悬挂幕墙支撑臂构件的结构示意图; Fig. 1 is a schematic structural view of a suspension curtain wall support arm member according to an embodiment of the present invention;

图2是根据本实用新型实施例所述的悬挂幕墙支撑臂构件的局部结构示意图; Fig. 2 is a partial structural schematic diagram of a suspension curtain wall support arm member according to an embodiment of the present invention;

图3是根据本实用新型实施例所述的钢支撑臂的结构示意图; Fig. 3 is a structural schematic diagram of a steel support arm according to an embodiment of the present invention;

图4是根据本实用新型实施例所述的悬挂幕墙支撑臂构件的系统节点图; Fig. 4 is a system node diagram of the suspension curtain wall support arm member according to the embodiment of the present invention;

图5是根据本实用新型实施例所述的悬挂幕墙支撑臂构件的系统节点图的剖视图。 Fig. 5 is a cross-sectional view of the system node diagram of the supporting arm member of the suspended curtain wall according to the embodiment of the present invention.

图中: In the picture:

1、钢桁架;2、钢支撑臂;3、拉索;4、幕墙;5、结构柱;6、钢板;7、耳板;8、销轴;9、槽;10、拉杆固定端;11、拉杆;12、内丝套管;13、悬挂件;14、支撑臂耳板;15、垫块。 1. Steel truss; 2. Steel support arm; 3. Cable; 4. Curtain wall; 5. Structural column; 6. Steel plate; 7. Ear plate; 8. Pin shaft; 9. Slot; 10. Fixed end of tie rod; 11 1. Tie rod; 12. Inner wire sleeve; 13. Suspension piece; 14. Ear plate of support arm; 15. Pad.

具体实施方式 Detailed ways

下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员所获得的所有其它实施例,都属于本实用新型保护的范围。 The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. example. All other embodiments obtained by persons of ordinary skill in the art based on the embodiments of the present invention belong to the protection scope of the present invention.

如图1-5所示,根据本实用新型的实施例所述的一种悬挂幕墙支撑臂构件,包括钢桁架1和钢支撑臂2,所述钢桁架1上下两端的桁架梁和钢桁架片之间连接有拉索3,所述拉索3外侧设置有幕墙4,所述钢桁架1上设置有相配合的结构柱5,其中,所述结构柱5内均匀设置有若干钢板6,位于所述结构柱5一侧的所述钢板6与所述钢支撑臂2之间通过耳板7连接,并且,所述耳板7还与所述钢桁架1上的钢桁架片相连接,所述耳板7与所述钢支撑臂2之间通过销轴8活动连接,位于同侧竖直方向的所述幕墙4之间的空间形成了槽9,所述槽9内均设置有拉杆固定端10,其中,位于左侧的所述拉杆固定端10左右两端分别连接有拉杆11和内丝套管12,所述内丝套管12设置于所述钢桁架1上,所述钢支撑臂2连接有与所述拉杆11相配合的悬挂件13。 As shown in Figures 1-5, a suspension curtain wall support arm member according to an embodiment of the present invention includes a steel truss 1 and a steel support arm 2, and the steel truss 1 at the upper and lower ends of the truss beam and the steel truss sheet It is connected with a cable 3, a curtain wall 4 is arranged on the outside of the cable 3, and a matching structural column 5 is arranged on the steel truss 1, wherein a number of steel plates 6 are evenly arranged in the structural column 5, and are located on the The steel plate 6 on one side of the structural column 5 is connected to the steel support arm 2 through an ear plate 7, and the ear plate 7 is also connected to the steel truss sheet on the steel truss 1, the ear The plate 7 and the steel support arm 2 are flexibly connected by a pin shaft 8, and the space between the curtain walls 4 on the same side in the vertical direction forms a groove 9, and the fixed ends 10 of the tie rods are arranged in the groove 9 , wherein, the left and right ends of the tie rod fixed end 10 on the left side are respectively connected with a tie rod 11 and an inner wire sleeve 12, the inner wire sleeve 12 is arranged on the steel truss 1, and the steel support arm 2 A suspension part 13 matched with the pull rod 11 is connected.

在一个实施例中,所述钢支撑臂2拐角处均设置有支撑臂耳板14,并且,所述耳板7与所述支撑臂耳板14之间通过所述销轴8同轴连接。  In one embodiment, the corners of the steel support arms 2 are provided with support arm lugs 14 , and the lugs 7 and the support arm lugs 14 are coaxially connected by the pin 8 . the

在一个实施例中,所述拉索3与所述钢桁架1上下两端的桁架梁和钢桁架片之间均通过不锈钢夹具连接。 In one embodiment, the stay cables 3 are connected to the truss beams and steel truss pieces at the upper and lower ends of the steel truss 1 through stainless steel clamps.

在一个实施例中,所述槽9内设置有与所述拉杆固定端10相配合的垫块15。 In one embodiment, a spacer 15 matching with the fixed end 10 of the pull rod is arranged in the slot 9 .

为了方便理解本实用新型的上述技术方案,以下通过具体使用方式上对本实用新型的上述技术方案进行详细说明。 In order to facilitate the understanding of the above-mentioned technical solution of the present utility model, the above-mentioned technical solution of the present utility model will be described in detail below through specific usage modes.

在具体使用时,所述拉索3的上部与所述钢桁架1上部的桁架梁进行连接,所述拉索3的下部与所述钢桁架1下部的钢桁架片连接,桁架片的横向连接采用钢拉杆进行固定,将桁架片形成统一整体,幕墙玻璃两端安装处理方式是将不锈钢U形槽用铆钉固定在结构上,所述槽9内按一定间距设有经防腐处理的所述垫块15,当幕墙玻璃就位并调整其位置至符合要求后,再在所述槽9两侧嵌入泡沫棒并注满胶,后将所述钢支撑臂2与所述结构柱5和所述耳板7进行连接。 In specific use, the upper part of the stay cable 3 is connected to the truss beam on the upper part of the steel truss 1, the lower part of the stay cable 3 is connected to the steel truss piece at the lower part of the steel truss 1, and the transverse connection of the truss piece Steel tie rods are used for fixing, and the truss pieces are formed into a unified whole. The method of installation at both ends of the curtain wall glass is to fix the stainless steel U-shaped grooves on the structure with rivets, and the grooves 9 are provided with the anti-corrosion pads at a certain interval. Block 15, when the curtain wall glass is in place and its position is adjusted to meet the requirements, then insert foam rods on both sides of the groove 9 and fill it with glue, and then connect the steel support arm 2 with the structural column 5 and the Ear plate 7 is connected.

所述拉索3通过不锈钢夹具与所述钢桁架1上部的桁架梁和所述钢桁架1下部的钢桁架片进行连接,钢骨架体系采用100*150*6钢立柱与上端结构焊接,焊接时需根据幕墙分格尺寸及排烟窗设计尺寸大小,在钢结构表面放线,确定立柱焊接点位置,焊接时需要求四面围焊、焊缝均匀、饱满,不得有虚焊、漏焊、夹渣现象。结构横梁采用80*80*4厚钢方管,立柱与横梁连接采用焊接形式。钢骨架体系表面作氟碳喷涂处理(两底三涂),漆膜厚度不得小于40μ。 The stay cable 3 is connected with the truss beam at the upper part of the steel truss 1 and the steel truss sheet at the lower part of the steel truss 1 through a stainless steel clamp, and the steel skeleton system adopts 100*150*6 steel columns to be welded with the upper structure. According to the grid size of the curtain wall and the design size of the smoke exhaust window, wires should be placed on the surface of the steel structure to determine the position of the welding point of the column. When welding, it is required to surround the welding on all sides, and the welding seam is uniform and full, and there must be no virtual welding, missing welding, and clamping. Slag phenomenon. The structural beam adopts 80*80*4 thick steel square tube, and the connection between the column and the beam is welded. The surface of the steel skeleton system is treated with fluorocarbon spraying (two primers and three coats), and the thickness of the paint film shall not be less than 40μ.

所述拉杆固定端10安装在预先埋施的玻璃槽中,将带有外丝的杆头用力矩扳手旋入桁架上的所述内丝套管12内,在桁架上根据幕墙玻璃水平分隔尺寸标记好拉杆套丝定位点,然后将所述内丝套管12焊接在桁架上面,钢板表面加尼龙垫片;所述拉杆11与侧面结构连接处安装连接板块时同样要根据玻璃水平分隔尺寸找好定位点然后将连接板块焊接在预埋的所述钢板6上;将所述拉杆11横向贯穿于竖向桁架上的所述内丝套管12中。 The fixed end 10 of the tie rod is installed in the pre-embedded glass groove, and the rod head with the outer wire is screwed into the inner wire sleeve 12 on the truss with a torque wrench, and the horizontal separation size of the curtain wall glass is divided on the truss. Mark the positioning point of the tie rod sleeve, and then weld the inner wire sleeve 12 on the truss, and add nylon gaskets on the surface of the steel plate; when installing the connecting plate at the connection between the tie rod 11 and the side structure, it should also be found according to the horizontal partition size of the glass. After that, the connecting plate is welded to the pre-embedded steel plate 6; the tie rod 11 is transversely inserted into the inner wire casing 12 on the vertical truss.

在所述结构柱5上部预埋的所述钢板6,所述钢板6与中心线位置根据幕墙桁架片进行定位,所述耳板7与预埋的所述钢板6和所述钢桁架1上的桁架片连接,所述耳板7采用双层耳板,确定所述耳板7定位中心与对埋的所述钢板6、所述钢桁架1上的桁架片垂直度进行控制,所述耳板7与预埋的所述钢板6采用双面焊接,并进行防腐处理,所述钢支撑臂2采用100*100*8*6工字钢进行加工,所述钢支撑臂2加工尺寸根据幕墙分隔,桁架片与所述结构柱5内的预埋的所述钢板6的间距进行加工,所述支撑臂耳板14中轴线连接所述耳板7中轴线对齐,保证所述销轴8连接位置准确。所述钢支撑臂2安装,所述钢支撑臂2与所述耳板7采用直径为M30的所述销轴8进行连接 The steel plate 6 pre-embedded on the upper part of the structural column 5, the position of the steel plate 6 and the center line are positioned according to the curtain wall truss piece, the ear plate 7 is connected with the pre-embedded steel plate 6 and the steel truss 1 The truss piece connection, the ear plate 7 adopts double-layer ear plate, determines the positioning center of the ear plate 7 and controls the verticality of the truss piece on the buried steel plate 6 and the steel truss 1, the ear plate 7 The plate 7 and the pre-embedded steel plate 6 are welded on both sides and subjected to anti-corrosion treatment. The steel support arm 2 is processed with 100*100*8*6 I-beam, and the processing size of the steel support arm 2 is according to the curtain wall Separation, the distance between the truss piece and the pre-embedded steel plate 6 in the structural column 5 is processed, and the central axis of the support arm ear plate 14 is aligned with the central axis of the ear plate 7 to ensure that the pin shaft 8 is connected The location is accurate. The steel support arm 2 is installed, and the steel support arm 2 and the ear plate 7 are connected by the pin shaft 8 with a diameter of M30

综上所述,借助于本实用新型的上述技术方案,通过钢支撑臂2和拉杆11以及钢桁架1的作用,有效抑制玻璃板边部过度变形,避免了玻璃易破碎情况的发生,进而使这种悬挂幕墙支撑臂构件拥有更广阔的发展空间。 To sum up, with the help of the above-mentioned technical solution of the present utility model, through the effects of the steel support arm 2, the pull rod 11 and the steel truss 1, the excessive deformation of the edge of the glass plate is effectively suppressed, and the occurrence of easy breakage of the glass is avoided. The hanging curtain wall supporting arm component has a broader development space.

以上所述仅为本实用新型的较佳实施例而已,并不用以限制本实用新型,凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。 The above descriptions are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present utility model shall be included in the Within the protection scope of the present utility model.

Claims (4)

1. a suspension curtain wall support arm component, it is characterized in that, comprise steel truss (1) and bracing members arm (2), drag-line (3) is connected with between the girder truss at the upper and lower two ends of described steel truss (1) and steel truss sheet, described drag-line (3) arranged outside has curtain wall (4), described steel truss (1) is provided with the structural column (5) matched, wherein, some steel plates (6) are evenly provided with in described structural column (5), be positioned at the described steel plate (6) of described structural column (5) side to be connected by otic placode (7) with between described bracing members arm (2), and, described otic placode (7) is also connected with the steel truss sheet on described steel truss (1), be flexibly connected by bearing pin (8) between described otic placode (7) with described bracing members arm (2), space between the described curtain wall (4) being positioned at homonymy vertical direction defines groove (9), pull bar fixed end (10) is provided with in described groove (9), wherein, described pull bar fixed end (10) two ends, left and right being positioned at left side are connected to pull bar (11) and internal thread sleeve pipe (12), described internal thread sleeve pipe (12) is arranged on described steel truss (1), described bracing members arm (2) is connected with the suspender (13) matched with described pull bar (11).
2. suspension curtain wall support arm component according to claim 1, it is characterized in that, described bracing members arm (2) corner is provided with support arm otic placode (14), and, be coaxially connected by described bearing pin (8) between described otic placode (7) with described support arm otic placode (14).
3. suspension curtain wall support arm component according to claim 1, is characterized in that, is all connected by stainless steel fixture between the girder truss at described drag-line (3) and the upper and lower two ends of described steel truss (1) and steel truss sheet.
4. suspension curtain wall support arm component according to claim 1, is characterized in that, is provided with the cushion block (15) matched with described pull bar fixed end (10) in described groove (9).
CN201520221061.0U 2015-04-13 2015-04-13 A kind of suspension curtain wall support arm component Expired - Lifetime CN204626720U (en)

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