CN111851815A - A curtain wall vertical keel support structure - Google Patents
A curtain wall vertical keel support structure Download PDFInfo
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- CN111851815A CN111851815A CN202010738194.0A CN202010738194A CN111851815A CN 111851815 A CN111851815 A CN 111851815A CN 202010738194 A CN202010738194 A CN 202010738194A CN 111851815 A CN111851815 A CN 111851815A
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- 210000002105 tongue Anatomy 0.000 claims description 57
- 238000000034 method Methods 0.000 claims description 7
- 230000008569 process Effects 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 6
- 210000005181 root of the tongue Anatomy 0.000 claims description 2
- 238000005452 bending Methods 0.000 abstract description 10
- 239000004744 fabric Substances 0.000 abstract 2
- 239000012634 fragment Substances 0.000 abstract 2
- 230000009471 action Effects 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
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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
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
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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
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
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- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
技术领域technical field
本发明属于土木结构领域,尤其涉及一种幕墙竖向龙骨支座结构。The invention belongs to the field of civil structures, in particular to a vertical keel support structure of a curtain wall.
背景技术Background technique
大型场馆,如机场、火车站、体育馆等大跨屋盖结构,其立面往往采用大型幕墙。幕墙由空腹桁架形式的竖向龙骨支承,竖向龙骨之间通过水平构件横向联系,竖向龙骨的两端均通过铰支座与下端的楼板和上端的圈梁连接。Large-scale venues, such as airports, railway stations, gymnasiums and other large-span roof structures, often use large curtain walls for their facades. The curtain wall is supported by vertical keels in the form of hollow trusses. The vertical keels are connected horizontally by horizontal members. Both ends of the vertical keels are connected to the floor slab at the lower end and the ring beam at the upper end through hinge supports.
当幕墙的纵向长度和高度较大时,在环境温升和太阳辐射作用下,幕墙会沿纵向产生较大的膨胀。由于竖向龙骨两端只能发生铰内转动,无法沿幕墙纵向移动和转动,而其中部在不同高度水平连接系的侧向作用下,产生差异变形,导致竖向龙骨呈现纺锤形侧向变形,其竖向的中部变形程度最大。竖向龙骨的大幅度侧向变形,可能导致竖向龙骨两端承受较大的弯矩,当竖向龙骨端部和支座设计不合理,可能导致竖向龙骨端部或支座的开裂。已有类似工程病害,如出现极端荷载的作用,比如强风作用,可能会威胁到结构的安全和稳定性。When the longitudinal length and height of the curtain wall are large, the curtain wall will expand greatly in the longitudinal direction under the action of ambient temperature rise and solar radiation. Because the two ends of the vertical keel can only rotate within the hinge, and cannot move and rotate along the longitudinal direction of the curtain wall, and the middle of the vertical keel is deformed differently under the lateral action of the horizontal connection system at different heights, resulting in the spindle-shaped lateral deformation of the vertical keel. , and its vertical middle is the most deformed. The large lateral deformation of the vertical keel may cause the two ends of the vertical keel to bear a large bending moment. When the design of the end of the vertical keel and the support is unreasonable, it may lead to the cracking of the end of the vertical keel or the support. There have been similar engineering diseases, such as the effect of extreme loads, such as strong wind, which may threaten the safety and stability of the structure.
发明内容SUMMARY OF THE INVENTION
本技术方案一方面旨在提供一种幕墙竖向龙骨支座结构,以解决现有技术中所存在的一个或多个技术问题,至少提供一种有益的选择或创造条件。One aspect of this technical solution is to provide a vertical keel support structure for a curtain wall, so as to solve one or more technical problems existing in the prior art, and at least provide a beneficial option or create conditions.
一种幕墙竖向龙骨支座结构,包括:销钉、龙骨端支座幅和龙骨外支座幅。所述龙骨端支座幅包括一块端支座底板和两片端支座连接舌,两片端支座连接舌相互平行,均通过其根部与所述端支座底板固定连接,所述端支座连接舌的根部的宽度与所述端支座底板的宽度相等,两片所述端支座连接舌间距留有间距H,所述端支座连接舌上设有第一销钉孔;所述龙骨外支座幅包括外支座底板和外支座连接舌,所述外支座连接舌的根部与所述外支座底板固定连接,所述外支座连接舌上设有第二销钉孔,所述外支座连接舌的厚度为h;所述外支座连接舌位于两片所述端支座连接舌之间,所述销钉穿过所述第一销钉孔和所述第二销钉孔,所述外支座连接舌的厚度满足h=H/2。The utility model relates to a vertical keel support structure of a curtain wall, comprising: a pin, a keel end bearing width and a keel outer bearing width. The keel end support width includes an end support base plate and two end support connection tongues, the two end support connection tongues are parallel to each other, and both are fixedly connected to the end support base plate through their roots, and the end supports are connected to each other. The width of the root of the tongue is equal to the width of the bottom plate of the end support, the distance between the two pieces of the end support connecting tongue is a distance H, and the end support connecting tongue is provided with a first pin hole; The support web includes an outer support base plate and an outer support connection tongue, the root of the outer support connection tongue is fixedly connected with the outer support base plate, and the outer support connection tongue is provided with a second pin hole, so The thickness of the outer support connection tongue is h; the outer support connection tongue is located between the two pieces of the end support connection tongue, and the pin passes through the first pin hole and the second pin hole, The thickness of the outer support connecting tongue satisfies h=H/2.
龙骨端支座幅的双端支座连接舌设计能保证龙骨端支座幅与龙骨具有相同的面内和面外弯曲刚度;端支座连接舌外侧表面与龙骨侧表面齐平,能保证竖向龙骨具有相同的面外刚度,不会在端部因刚度突变而出现应力集中。外支座连接舌与两片端支座连接舌保持间隙,也即双端支座连接舌之间的净距为外支座连接舌2倍厚度。这可以保证当幕墙因温升温降时,幕墙下端能一定程度的发生沿幕墙纵向的滑移,通过位移释放温度应力。The double-end bearing connection tongue design of the keel end bearing web can ensure that the keel end bearing web and the keel have the same in-plane and out-of-plane bending stiffness; Toward keels have the same out-of-plane stiffness without stress concentration at the ends due to sudden stiffness changes. The outer support connecting tongue and the two end support connecting tongues maintain a gap, that is, the clear distance between the double-end support connecting tongues is twice the thickness of the outer support connecting tongue. This can ensure that when the curtain wall rises and falls due to temperature, the lower end of the curtain wall can slip along the longitudinal direction of the curtain wall to a certain extent, and the temperature stress can be released through displacement.
进一步,所述端支座连接舌与所述端支座底板通过双面坡口焊工艺固定连接。另外,所述外支座连接舌与外支座底板通过双面坡口焊工艺固定连接。Further, the end support connecting tongue and the end support bottom plate are fixedly connected by a double-sided groove welding process. In addition, the connecting tongue of the outer support and the bottom plate of the outer support are fixedly connected by a double-sided groove welding process.
进一步,所述第一销钉孔的内径较所述销钉的直径大10mm。所述第二销钉孔的内径较所述销钉的直径大2mm。Further, the inner diameter of the first pin hole is 10 mm larger than the diameter of the pin. The inner diameter of the second pin hole is 2 mm larger than the diameter of the pin.
进一步,所述销钉的末端设有螺纹,通过与螺母的配合实现销钉与龙骨端支座幅的相对固定。销钉采用螺杆加螺母的结构,螺纹位于端部,而在对应两个第一销钉孔及其之间的表面则为圆柱面。螺母与端支座连接舌之间还设有垫片。Further, the end of the pin is provided with a thread, and the relative fixation of the pin and the keel end support web is realized through cooperation with the nut. The pin adopts the structure of a screw and a nut, the thread is located at the end, and the surface corresponding to the two first pin holes and between them is a cylindrical surface. A gasket is also arranged between the nut and the connecting tongue of the end support.
进一步,所述第一销钉孔双侧倒圆角,倒圆角半径为端支座连接舌厚度的1/4。Further, the first pin hole is rounded on both sides, and the rounded corner radius is 1/4 of the thickness of the connecting tongue of the end support.
进一步,所述第一销钉孔至端支座连接舌顶端的距离为a,所述第二销钉孔至外支座底板的距离为b,则满足b≥a+200mm。外支座底板具有较大的高度,保证了承载力和稳定性增大,可容许外支座底板在支座传递的面外弯矩作用下,有足够的变形空间,减小弯曲应力,特别是与外支座底板连接处的应力。Further, the distance from the first pin hole to the top of the end support connecting tongue is a, and the distance from the second pin hole to the bottom plate of the outer support is b, so that b≧a+200mm is satisfied. The outer support bottom plate has a large height, which ensures the increase of bearing capacity and stability, and allows the outer support bottom plate to have enough deformation space under the action of the out-of-plane bending moment transmitted by the support, reducing the bending stress, especially is the stress at the connection to the base plate of the outer support.
本发明具有以下优点:本技术方案提供的支座结构能够适度释放竖向龙骨两端顺幕墙长度方向的约束,减小温度内力约束;同时还可以适度提供竖向龙骨的面外转动,显著降低两端弯矩;优化支座设计,降低应力集中,降低温度应力。The invention has the following advantages: the support structure provided by the technical solution can moderately release the restraint of the two ends of the vertical keel along the length direction of the curtain wall, and reduce the temperature and internal force constraints; at the same time, it can also moderately provide the out-of-plane rotation of the vertical keel, which significantly reduces the Bending moment at both ends; optimize bearing design to reduce stress concentration and temperature stress.
附图说明Description of drawings
为了更清楚地说明本发明实施例中的技术方案,下面将对实施例描述中所需要使用的附图作简单说明。显然,所描述的附图只是本发明的一部分实施例,而不是全部实施例,本领域的技术人员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他设计方案和附图。In order to illustrate the technical solutions in the embodiments of the present invention more clearly, the following briefly describes the accompanying drawings that are used in the description of the embodiments. Obviously, the described drawings are only a part of the embodiments of the present invention, but not all of the embodiments, and those skilled in the art can obtain other design solutions and drawings according to these drawings without creative work.
图1是所述幕墙竖向龙骨支座结构的主视图;Fig. 1 is the front view of described curtain wall vertical keel support structure;
图2是所述幕墙竖向龙骨支座结构的右视图。Figure 2 is a right side view of the vertical keel support structure of the curtain wall.
具体实施方式Detailed ways
下面详细描述本发明的实施例,所述实施例的示例在附图中示出,其中自始至终相同或类似的标号表示相同或类似的元件或具有相同或类似功能的元件。下面通过参考附图描述的实施例是示例性的,仅用于解释本发明,而不能理解为对本发明的限制。The following describes in detail the embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein the same or similar reference numerals refer to the same or similar elements or elements having the same or similar functions throughout. The embodiments described below with reference to the accompanying drawings are exemplary, only used to explain the present invention, and should not be construed as a limitation of the present invention.
在本发明的描述中,若干的含义是一个或者多个,多个的含义是两个以上,大于、小于、超过等理解为不包括本数,以上、以下、以内等理解为包括本数。如果有描述到第一、第二只是用于区分技术特征为目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量或者隐含指明所指示的技术特征的先后关系。In the description of the present invention, the meaning of several is one or more, the meaning of multiple is two or more, greater than, less than, exceeding, etc. are understood as not including this number, above, below, within, etc. are understood as including this number. If it is described that the first and the second are only for the purpose of distinguishing technical features, it cannot be understood as indicating or implying relative importance, or indicating the number of the indicated technical features or the order of the indicated technical features. relation.
本发明的描述中,除非另有明确的限定,设置、安装、连接等词语应做广义理解,所属技术领域技术人员可以结合技术方案的具体内容合理确定上述词语在本发明中的具体含义。In the description of the present invention, unless otherwise clearly defined, words such as setting, installation, connection should be understood in a broad sense, and those skilled in the art can reasonably determine the specific meanings of the above words in the present invention in combination with the specific content of the technical solution.
实施例1,如图1和2所示,一种幕墙竖向龙骨支座结构,包括:销钉010、龙骨端支座幅020和龙骨外支座幅030。所述龙骨端支座幅020包括一块端支座底板021和两片端支座连接舌022。两片端支座连接舌022相互平行,均通过其根部与所述端支座底板021固定连接。龙骨端支座幅020的双端支座连接舌022设计能保证龙骨端支座幅020与龙骨具有相同的面内和面外弯曲刚度。所述端支座连接舌022的根部的宽度与所述端支座底板021的宽度相等。端支座连接舌022外侧表面与龙骨侧表面齐平,能保证竖向龙骨具有相同的面外刚度,不会在端部因刚度突变而出现应力集中。两片所述端支座连接舌022间距留有间距90mm,所述端支座连接舌022上设有第一销钉孔;所述龙骨外支座幅030包括外支座底板031和外支座连接舌032,所述外支座连接舌032的根部与所述外支座底板031固定连接,所述外支座连接舌032上设有第二销钉孔,所述外支座连接舌032的厚度为45mm。所述外支座连接舌032位于两片所述端支座连接舌022之间,所述销钉穿过所述第一销钉孔和所述第二销钉孔。外支座连接舌032的厚度与两片端支座连接舌022的间距为2:1,这样的尺寸比例可以保证当幕墙因温升温降时,幕墙下端能一定程度的发生沿幕墙纵向的滑移,通过位移释放温度应力。Embodiment 1, as shown in Figures 1 and 2, a vertical keel support structure of a curtain wall, including: a
作为进一步优选的实施方式,所述端支座连接舌022与所述端支座底板021通过双面坡口焊工艺固定连接。另外,所述外支座连接舌032与外支座底板031通过双面坡口焊工艺固定连接。As a further preferred embodiment, the end
作为进一步优选的实施方式,所述第一销钉孔的内径较所述销钉010的直径大10mm。所述第二销钉孔的内径较所述销钉010的直径大2mm。同时,配合所述第一销钉孔双侧倒圆角,倒圆角半径为端支座连接舌022厚度的1/4。可容许龙骨040在支座结构内绕销钉010柱面发生一定的面外转动,通过转动,释放作用在龙骨上的面外弯矩。As a further preferred embodiment, the inner diameter of the first pin hole is 10 mm larger than the diameter of the
作为进一步优选的实施方式,所述销钉的末端设有螺纹,通过与螺母的配合实现销钉与龙骨端支座幅020的相对固定。销钉采用螺杆加螺母的结构,螺纹位于端部,而在对应两个第一销钉孔及其之间的表面则为圆柱面。螺母与端支座连接舌022之间还设有垫片。As a further preferred embodiment, the end of the pin is provided with a thread, and the pin and the keel
作为进一步优选的实施方式,所述第一销钉孔至端支座连接舌022顶端的距离为a,所述第二销钉孔至外支座底板031的距离为b,则满足b≥a+200mm。外支座底板031具有较大的高度,保证了承载力和稳定性增大,可容许外支座底板031在支座传递的面外弯矩作用下,有足够的变形空间,减小弯曲应力,特别是与外支座底板031连接处的应力。As a further preferred embodiment, the distance from the first pin hole to the top end of the end
在本说明书的描述中,参考术语“一个实施例”、“一些实施例”、“示意性实施例”、“示例”、“具体示例”、或“一些示例”等的描述意指结合该实施例或示例描述的具体特征、结构、材料或者特点包含于本发明的至少一个实施例或示例中。在本说明书中,对上述术语的示意性表述不一定指的是相同的实施例或示例。而且,描述的具体特征、结构、材料或者特点可以在任何的一个或多个实施例或示例中以合适的方式结合。In the description of this specification, reference to the terms "one embodiment," "some embodiments," "exemplary embodiment," "example," "specific example," or "some examples," or the like, is meant to incorporate the embodiment. A particular feature, structure, material, or characteristic described by an example or example is included in at least one embodiment or example of the present invention. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
尽管已经示出和描述了本发明的实施例,本领域的普通技术人员可以理解:在不脱离本发明的原理和宗旨的情况下可以对这些实施例进行多种变化、修改、替换和变型,本发明的范围由权利要求及其等同物限定。Although embodiments of the present invention have been shown and described, it will be understood by those of ordinary skill in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, The scope of the invention is defined by the claims and their equivalents.
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CN102162290A (en) * | 2011-02-18 | 2011-08-24 | 深圳南玻幕墙及光伏工程有限公司 | Support structure for photovoltaic (PV) system |
CN203834762U (en) * | 2014-05-13 | 2014-09-17 | 深圳市宝鹰建设集团股份有限公司 | Three-dimensional adjustable support for glass curtain wall |
CN108193807A (en) * | 2017-12-25 | 2018-06-22 | 上海江河幕墙系统工程有限公司 | Glass curtain wall waves arm configuration under a kind of Large-layer Steel Structure |
CN212641860U (en) * | 2020-07-28 | 2021-03-02 | 汕头大学 | A curtain wall vertical keel support structure |
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