CN108487569A - A kind of assembled curtain wall decoration rod structure and method - Google Patents
A kind of assembled curtain wall decoration rod structure and method Download PDFInfo
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- CN108487569A CN108487569A CN201810580723.1A CN201810580723A CN108487569A CN 108487569 A CN108487569 A CN 108487569A CN 201810580723 A CN201810580723 A CN 201810580723A CN 108487569 A CN108487569 A CN 108487569A
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- 238000000034 method Methods 0.000 title claims abstract description 12
- 238000005034 decoration Methods 0.000 title abstract 3
- 238000010276 construction Methods 0.000 claims abstract description 15
- 238000009434 installation Methods 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 239000000565 sealant Substances 0.000 claims description 6
- 239000000945 filler Substances 0.000 claims description 5
- 230000000694 effects Effects 0.000 abstract description 2
- 238000003466 welding Methods 0.000 description 9
- 229910052782 aluminium Inorganic materials 0.000 description 7
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 7
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 6
- 230000007812 deficiency Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000000741 silica gel Substances 0.000 description 2
- 229910002027 silica gel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 241000357293 Leptobrama muelleri Species 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 229910001256 stainless steel alloy Inorganic materials 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/072—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements
- E04F13/073—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements for particular building parts, e.g. corners or columns
- E04F13/0736—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements for particular building parts, e.g. corners or columns for columns
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- Engineering & Computer Science (AREA)
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Abstract
Description
技术领域technical field
本发明涉及建筑幕墙的石材幕墙(或人造板材)设计领域,特别是涉及一种装配式幕墙装饰柱结构及方法。The invention relates to the design field of stone curtain walls (or man-made panels) of building curtain walls, in particular to an assembled curtain wall decorative column structure and method.
背景技术Background technique
现有传统石材幕墙的装饰梁柱通常为现场施工件,现场进行焊接或者切割等工作,无法工厂化生产,此外,整体施工采用焊接方式,依赖施工人员的技能水平,可是传统的石材装饰柱梁工法需要多工种配合,质量不能控制,施工进度无法提高,具体存在如下问题:The decorative beams and columns of the existing traditional stone curtain wall are usually on-site construction parts, and welding or cutting work is performed on site, which cannot be produced in a factory. In addition, the overall construction adopts welding methods, which depend on the skill level of the construction personnel. The construction method requires the cooperation of multiple types of work, the quality cannot be controlled, and the construction progress cannot be improved. The specific problems are as follows:
1)龙骨之间、龙骨与支座之间均通过焊接方式连接,人工焊接因人而异,而且幕墙内部结构件较多,部分处存在不易焊接的问题;1) The keels and the keel and the support are all connected by welding. Manual welding varies from person to person, and there are many internal structural parts of the curtain wall, and some parts are not easy to weld;
2)现场切割龙骨,导致尺寸精度不高;2) The keel is cut on site, resulting in low dimensional accuracy;
3)现场焊接需要搭设脚手架,或者安装吊篮,施工成本较高且安全性较低;3) On-site welding needs to set up scaffolding or install hanging baskets, which has high construction costs and low safety;
4)钻孔焊接部位需要补漆;4) The drilling and welding parts need to be repainted;
5)整体需要检查督办保证焊接到位,主要依靠工人安装的熟练程度。5) The overall inspection and supervision is required to ensure that the welding is in place, which mainly depends on the proficiency of the workers in installation.
因此,需要对一种装配式幕墙装饰柱结构进行研究。Therefore, it is necessary to study a prefabricated curtain wall decorative column structure.
发明内容Contents of the invention
为了克服现有技术的不足,本发明提供了一种装配式幕墙装饰柱结构,通过螺栓连接的方式,无需焊接连接,有效保证施工质量,又能提高施工速度,而且对熟练工的依赖程度较低。In order to overcome the deficiencies of the prior art, the present invention provides a prefabricated curtain wall decorative column structure, which is connected by bolts without welding, effectively guarantees the construction quality, and can increase the construction speed, and is less dependent on skilled workers. Low.
一种装配式幕墙装饰柱结构的具体方案如下:A specific scheme of a prefabricated curtain wall decorative column structure is as follows:
一种装配式幕墙装饰柱结构,包括构成矩形柱体的多根竖向立柱,矩形柱体内每相邻两根立柱之间设置横梁以连接立柱,矩形柱体一侧固定挡墙面板,矩形柱体的非挡墙面板侧固定装饰板材,挡墙面板内侧设置用于能够将矩形柱体挂接到幕墙结构预埋件的结构挂件,横梁与立柱、挡墙面板与立柱通过螺栓连接,装饰板材与立柱或横梁通过背栓接进行连接。A prefabricated curtain wall decorative column structure, including a plurality of vertical columns constituting a rectangular column, a beam is arranged between every two adjacent columns in the rectangular column to connect the columns, a retaining wall panel is fixed on one side of the rectangular column, and the rectangular column The decorative panels are fixed on the non-retaining wall panel side of the body, and the inner side of the retaining wall panel is provided with structural pendants for hooking the rectangular column to the embedded parts of the curtain wall structure. The beams and columns, and the retaining wall panels and columns are connected by bolts. Connect with columns or beams by back bolting.
进一步地,所述横梁设有多层,每一层的横梁形成一个框体结构,相邻的框体结构间隔设定距离设置,通过横梁的设置,不仅有利于提高立柱的设置稳定性,而且方便横梁与装饰板材的连接;Further, the crossbeams are provided with multiple layers, and the crossbeams on each floor form a frame structure, and the adjacent frame structures are arranged at a set distance. The setting of the crossbeams not only helps to improve the stability of the columns, but also To facilitate the connection of beams and decorative panels;
或者,相邻两层框体结构之间在矩形柱体的两侧分别设有竖向斜撑,相邻的竖向斜撑错向设置,这样竖向斜撑在矩形柱体的两侧呈W形状布置,竖向斜撑杆为钢材或铝材,钢材表面需要做防锈处理,且竖向斜撑通过螺栓与上下两层横梁连接,且竖向斜撑底部弯折设置以方便螺栓的安装。Alternatively, vertical diagonal braces are respectively provided on both sides of the rectangular column between two adjacent frame structures, and the adjacent vertical diagonal braces are arranged in a staggered direction, so that the vertical diagonal braces are formed on both sides of the rectangular column. Arranged in a W shape, the vertical diagonal braces are made of steel or aluminum, and the steel surface needs to be treated with anti-rust treatment, and the vertical diagonal braces are connected with the upper and lower beams through bolts, and the bottom of the vertical diagonal braces is bent to facilitate the bolts. Install.
进一步地,所述结构挂件一端与所述的挡墙面板通过螺栓连接,另一端下部开有卡槽,通过卡槽的设置,方便将整个装饰柱结构挂于幕墙结构预埋件;Further, one end of the structural pendant is connected to the retaining wall panel by bolts, and a slot is provided at the lower part of the other end. Through the setting of the slot, it is convenient to hang the entire decorative column structure on the embedded part of the curtain wall structure;
或者,所述挡墙面板侧部设有至少两个结构挂件。Alternatively, at least two structural hangers are provided on the side of the retaining wall panel.
进一步地,所述横梁构成的框体结构对角线布置有水平斜撑,两根水平斜撑交错布置,水平斜撑为钢材或铝材,钢材表面需要做防锈处理,根据结构计算确定水平斜撑和竖向斜撑的宽度;Further, the frame structure formed by the beams is arranged with horizontal braces diagonally, two horizontal braces are arranged alternately, the horizontal braces are made of steel or aluminum, and the surface of the steel needs to be treated with anti-rust treatment, and the horizontal braces are determined according to the structural calculation. Width of braces and vertical braces;
或者,水平支撑与横梁通过对穿螺栓(组装龙骨用)螺母进行连接。Alternatively, the horizontal support and the crossbeam are connected by bolts (for assembling the keel) and nuts.
进一步地,所述横梁为L型件,每一层横梁构成的框体结构中相邻两横梁的设置方向相反,沿着横梁的长度方向,也就是装饰柱的宽度方向,L型横梁一侧朝上设置,与该横梁相邻的横梁一侧朝下设置,便于装饰板材的安装,横梁一侧设置通孔,装饰柱结构的前侧板材的背栓通过通孔与横梁进行连接。Further, the crossbeam is an L-shaped piece, and in the frame structure formed by each layer of crossbeams, the arrangement directions of two adjacent crossbeams are opposite, and along the length direction of the crossbeam, that is, the width direction of the decorative column, one side of the L-shaped crossbeam It is set upwards, and the side of the beam adjacent to the beam is set down, which is convenient for the installation of the decorative plate. A through hole is arranged on one side of the beam, and the back bolt of the front side plate of the decorative column structure is connected with the beam through the through hole.
进一步地,最优方案中,所述竖向立柱设有四根,四根立柱构成矩形体的结构;Further, in the optimal solution, there are four vertical columns, and the four columns form a rectangular structure;
或者,与所述挡墙面板连接的立柱(装饰柱结构的后面两根)为中空立柱,中空立柱内能装入插接套芯以实现上下相邻两幕墙装饰柱结构的连接;Or, the uprights (two behind the decorative column structure) connected with the retaining wall panel are hollow uprights, and the socket cores can be loaded into the hollow uprights to realize the connection of the upper and lower adjacent two curtain wall decorative column structures;
另外,与中空立柱反向设置的立柱(装饰柱结构的前面两根)为L型立柱。In addition, the columns opposite to the hollow columns (the two in front of the decorative column structure) are L-shaped columns.
进一步地,所述横梁设有开孔挂件,开孔挂件一侧与所述的横梁连接,另一侧通过螺背栓与装饰板材连接;Further, the crossbeam is provided with an opening hanger, one side of the opening hanger is connected to the crossbeam, and the other side is connected to the decorative plate through a screw back bolt;
或者,所述横梁设有开槽挂件,开槽挂件一侧与所述的横梁连接,另一侧设置卡槽用于支撑装饰板材内侧的背栓,装饰板材下部背栓通过卡槽与开槽挂件固定,上部与开孔挂件固定,背栓卡入卡槽后有设定活动空间,保证幕墙能够承受一定的不均匀外力荷载或温度荷载作用下的变形,增加幕墙的柔性和抗变形能力,具备更好的荷载适应能力。Alternatively, the beam is provided with a slotted hanger, one side of the slotted hanger is connected to the beam, and the other side is provided with a slot for supporting the back bolt on the inside of the decorative plate, and the back bolt at the lower part of the decorative plate passes through the slot and the slot. The pendant is fixed, the upper part is fixed with the pendant in the hole, and the back bolt is inserted into the slot to provide a set activity space, which ensures that the curtain wall can withstand certain uneven external force load or deformation under temperature load, and increases the flexibility and deformation resistance of the curtain wall. It has better load adaptability.
其中,所述开孔挂件与所述开槽挂件错层设置,这两层错层的横梁相邻设置,根据装饰板材的高度确定与之连接的横梁位置,与装饰板材上半段连接的横梁设置的是开孔挂件,与装饰板材中下半段连接的横梁设置的是开槽挂件。Wherein, the perforated hanger and the slotted hanger are arranged in staggered layers, and the crossbeams of the two layers are arranged adjacently. What is set is the hole pendant, and the crossbeam connected with the middle and lower half of the decorative plate is set with the slotted pendant.
进一步地,所述装饰板材背侧分别设置开孔,开孔内装配有背栓;Further, openings are respectively provided on the back side of the decorative board, and back bolts are installed in the openings;
或者,相邻的装饰板材之间、装饰板材与挡墙面板之间的缝隙填充有填充件,且缝隙处通过密封胶进行密封,填充件选用PE泡沫棒,密封胶选用硅胶。Or, the gaps between adjacent decorative boards and between the decorative boards and retaining wall panels are filled with fillers, and the gaps are sealed with a sealant. The fillers are made of PE foam rods, and the sealant is made of silica gel.
为了克服现有技术的不足,本发明还提供了一种装配式幕墙装饰柱结构的装配方法,具体步骤如下:In order to overcome the deficiencies of the prior art, the present invention also provides a method for assembling a prefabricated curtain wall decorative column structure, the specific steps are as follows:
1)分别加工竖向立柱、横梁、竖向斜撑和水平斜撑;1) Separately process vertical columns, beams, vertical braces and horizontal braces;
2)将多根横梁组成框体结构,并在框体结构内对角线方向设置水平斜撑,水平斜撑的两端分别通过对穿螺栓实现横梁与水平斜撑的连接;2) A frame structure is composed of multiple beams, and horizontal braces are arranged in the diagonal direction of the frame structure, and the two ends of the horizontal braces are respectively connected to the beams and the horizontal braces through bolts;
3)组装多组步骤2)的结构,并将组装好的结构依次与立柱进行安装,且在组装好的相邻两层框体结构之间在矩形柱体的两侧分别安装竖向斜撑,相邻的竖向斜撑错向设置;3) Assemble multiple sets of structures in step 2), and install the assembled structures with the columns in turn, and install vertical braces on both sides of the rectangular column between the assembled adjacent two-layer frame structures , the adjacent vertical braces are set in a wrong direction;
4)在矩形柱体一侧固定装有结构挂件的挡墙面板;4) Fix the retaining wall panel with the structural pendant on one side of the rectangular cylinder;
5)在矩形柱体两侧的每一层框体结构安装开孔挂件或开槽挂件;5) Install hole pendants or slotted pendants on each frame structure on both sides of the rectangular column;
6)在装饰板材的背部安装背栓;6) Install the back bolt on the back of the decorative plate;
7)通过结构挂件将步骤5)组装的结构安装于用于支撑装配结构的龙骨框架;7) Install the structure assembled in step 5) on the keel frame for supporting the assembly structure through the structure pendant;
8)将步骤6)组装的装饰板材通过角钢挂件或开槽挂件,或者装饰柱结构前侧板材通过背栓与通孔安装于步骤7)的结构;8) Install the decorative plate assembled in step 6) to the structure of step 7) through the angle steel pendant or slotted pendant, or the front side plate of the decorative column structure through the back bolt and through hole;
9)对相邻的装饰板材之间、装饰板材与挡墙面板之间的缝隙进行密封;9) Seal the gaps between adjacent decorative panels, decorative panels and retaining wall panels;
10)将步骤9)组装完成的整体构件运输至施工现场,通过结构挂件将整体结构挂件安装于幕墙结构埋件;10) Transport the integral component assembled in step 9) to the construction site, and install the integral structural pendant on the curtain wall structure embedded part through the structural pendant;
11)重复安装上一层的整体构件,并密封相邻的上下两层单元。11) Repeat the installation of the integral components of the previous floor, and seal the adjacent upper and lower floor units.
其中结构挂件为幕墙三维调节挂件,整个装饰柱结构通过幕墙三维调节件与建筑主体结构中的预埋件连接,实现幕墙单元在水平方向、竖直方向和纵深方向的精确定位,所述三维调节构件为幕墙工程中的常用节点结构。The structural pendant is a three-dimensional adjustment pendant for the curtain wall. The whole decorative column structure is connected with the embedded parts in the main structure of the building through the three-dimensional adjustment part of the curtain wall to realize the precise positioning of the curtain wall unit in the horizontal direction, vertical direction and depth direction. The three-dimensional adjustment The component is a common node structure in curtain wall engineering.
与现有技术相比,本发明的有益效果是:Compared with prior art, the beneficial effect of the present invention is:
1)本发明通过整体结构的设置,可方便各个部件的快速连接,实现工厂预制,无需现场再进行切割、焊接、补漆等工作,整个结构无需焊接,组装精度高,组装速度快,质量好,对熟练工人依赖程度低。1) Through the setting of the overall structure, the present invention can facilitate the quick connection of various parts, realize factory prefabrication, and do not need to perform cutting, welding, painting and other work on site. The whole structure does not need to be welded, and the assembly accuracy is high, the assembly speed is fast, and the quality is good. , low dependence on skilled workers.
2)本发明通过结构挂件的设置,不仅方便将组装的结构件挂接于龙骨框架,保证了运输的安全性,而且也方便将整个构件挂接于幕墙结构埋件。2) The present invention not only facilitates the hooking of the assembled structural parts to the keel frame through the setting of the structural pendant, which ensures the safety of transportation, but also facilitates the hooking of the entire component to the embedded parts of the curtain wall structure.
3)本发明通过横梁角钢挂件和开槽挂件的设置,方便装饰板材的安装,并保证连接的稳定性和可靠性。3) The present invention facilitates the installation of the decorative panels and ensures the stability and reliability of the connection through the arrangement of the beam angle steel pendant and the slotted pendant.
4)本发明整体结构也可以在施工现场安装,无需搭建脚手架,不受天气影响组装,施工安全快捷,质量优于传统工法,维修更换便捷,方法更加节能、环抱、安全和便利。4) The overall structure of the present invention can also be installed at the construction site without scaffolding, assembly without being affected by the weather, safe and fast construction, better quality than traditional construction methods, convenient maintenance and replacement, and the method is more energy-saving, embracing, safe and convenient.
附图说明Description of drawings
构成本申请的一部分的说明书附图用来提供对本申请的进一步理解,本申请的示意性实施例及其说明用于解释本申请,并不构成对本申请的不当限定。The accompanying drawings constituting a part of the present application are used to provide further understanding of the present application, and the schematic embodiments and descriptions of the present application are used to explain the present application, and do not constitute improper limitations to the present application.
图1为本发明整体结构示意图;Fig. 1 is a schematic diagram of the overall structure of the present invention;
图2为本发明带角钢挂件的横梁结构示意图;Fig. 2 is the crossbeam structure schematic diagram of band angle steel pendant of the present invention;
图3为本发明带开槽挂件的横梁结构示意图;Fig. 3 is the crossbeam structure schematic diagram of band slotted hanger of the present invention;
图4为本发明装饰板材结构示意图;Fig. 4 is a schematic structural view of the decorative plate of the present invention;
图中:1.装饰板材,2.立柱,3.竖向斜撑,4.横梁,5.水平斜撑,6.对穿螺栓,7.背栓,8.开孔挂件,9.开槽挂件,11.密封胶,12.挡墙面板,13.插接套芯,14.结构挂件。In the figure: 1. Decorative plate, 2. Upright column, 3. Vertical diagonal brace, 4. Beam, 5. Horizontal diagonal brace, 6. Cross bolt, 7. Back bolt, 8. Hole pendant, 9. Slot Pendant, 11. Sealant, 12. Retaining wall panel, 13. Insert sleeve core, 14. Structural pendant.
具体实施方式Detailed ways
应该指出,以下详细说明都是例示性的,旨在对本申请提供进一步的说明。除非另有指明,本文使用的所有技术和科学术语具有与本申请所属技术领域的普通技术人员通常理解的相同含义。It should be pointed out that the following detailed description is exemplary and intended to provide further explanation to the present application. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs.
需要注意的是,这里所使用的术语仅是为了描述具体实施方式,而非意图限制根据本申请的示例性实施方式。如在这里所使用的,除非上下文另外明确指出,否则单数形式也意图包括复数形式,此外,还应当理解的是,当在本说明书中使用术语“包含”和/或“包括”时,其指明存在特征、步骤、操作、器件、组件和/或它们的组合。It should be noted that the terminology used here is only for describing specific implementations, and is not intended to limit the exemplary implementations according to the present application. As used herein, unless the context clearly dictates otherwise, the singular is intended to include the plural, and it should also be understood that when the terms "comprising" and/or "comprising" are used in this specification, they mean There are features, steps, operations, means, components and/or combinations thereof.
正如背景技术所介绍的,现有技术中存在的不足,为了解决如上的技术问题,本申请提出了一种装配式幕墙装饰柱结构。As introduced in the background technology, there are deficiencies in the prior art. In order to solve the above technical problems, the present application proposes a prefabricated curtain wall decorative column structure.
本申请的一种典型的实施方式中,如图1所示,一种装配式幕墙装饰柱结构,包括构成矩形柱体的多根竖向立柱2,立柱分为前后立柱,需要按照结构计算提供截面,可为钢材和铝材,钢材表面需要做防锈处理,矩形柱体内每相邻两根立柱2之间设置横梁4以连接立柱2,矩形柱体一侧固定室内挡墙面板12,矩形柱体的非挡墙面板侧固定装饰板材1(石材或人造板材),挡墙面板内侧设置用于能够将矩形柱体挂接到幕墙结构预埋件的结构挂件,横梁4与立柱2、挡墙面板12与立柱2、装饰板材1与立柱或横梁4分别通过栓接进行连接。In a typical implementation of the present application, as shown in Figure 1, a prefabricated curtain wall decorative column structure includes a plurality of vertical columns 2 forming a rectangular column. The columns are divided into front and rear columns, which need to be provided according to structural calculations. The cross-section can be steel or aluminum, and the surface of the steel needs to be treated with anti-rust treatment. A crossbeam 4 is set between every two adjacent columns 2 in the rectangular column to connect the columns 2. One side of the rectangular column is fixed with an indoor retaining wall panel 12. The decorative plate 1 (stone or artificial board) is fixed on the side of the non-retaining wall panel of the column, and the inner side of the retaining wall panel is provided with a structural pendant for hooking the rectangular column to the embedded part of the curtain wall structure. The wall panel 12 is connected to the column 2, and the decorative plate 1 is connected to the column or the beam 4 by bolting respectively.
横梁4设有多层,分为X向和Y向横梁,需要按照结构计算提供截面,可为钢材和铝材,表面需要做防锈处理,每一层的横梁4形成一个框体结构,相邻的框体结构间隔设定距离设置,通过横梁4的设置,不仅有利于提高立柱2的设置稳定性,而且方便横梁4与装饰板材1的连接;The beam 4 has multiple layers, which are divided into X-direction and Y-direction beams. The cross-section needs to be provided according to the structural calculation. It can be steel or aluminum, and the surface needs to be treated with anti-rust. The adjacent frame structures are set at intervals, and the setting of the crossbeam 4 not only helps to improve the stability of the column 2, but also facilitates the connection of the crossbeam 4 and the decorative plate 1;
相邻两层框体结构之间在矩形柱体的两侧分别设有竖向斜撑3,竖向斜撑3需要按照结构计算提供截面,可为钢材和铝材,如钢材表面需要做防锈处理,相邻的竖向斜撑3错向设置,这样竖向斜撑3在矩形柱体的两侧呈W形状布置,竖向斜撑3杆为钢材或铝材,钢材表面需要做防锈处理,且竖向斜撑通过螺栓与上下两层横梁连接,且竖向斜撑底部弯折设置以方便螺栓的安装。Between two adjacent frame structures, vertical diagonal braces 3 are respectively provided on both sides of the rectangular column. The vertical diagonal braces 3 need to provide cross-sections according to structural calculations, which can be steel and aluminum. For example, the surface of steel needs to be protected. Rust treatment, the adjacent vertical diagonal braces 3 are arranged in a wrong direction, so that the vertical diagonal braces 3 are arranged in a W shape on both sides of the rectangular cylinder, and the vertical diagonal braces 3 are made of steel or aluminum, and the surface of the steel needs to be protected. rust treatment, and the vertical braces are connected to the upper and lower beams by bolts, and the bottom of the vertical braces is bent to facilitate the installation of bolts.
结构挂件一端与所述的挡墙面板通过螺栓连接,另一端下部开有卡槽,通过卡槽的设置,方便将整个装饰柱结构挂于幕墙结构预埋件;挡墙面板侧部设有至少两个结构挂件。One end of the structural pendant is connected to the retaining wall panel by bolts, and the lower part of the other end has a card slot. Through the setting of the card slot, it is convenient to hang the entire decorative column structure on the embedded part of the curtain wall structure; the side of the retaining wall panel is equipped with at least Two structural pendants.
其中,横梁构成的框体结构对角线布置有水平斜撑5,两根水平斜撑5交错布置,水平斜撑5为钢材或铝材,钢材表面需要做防锈处理,根据结构计算确定水平斜撑5和竖向斜撑3的宽度;Among them, the frame structure composed of beams is arranged with horizontal braces 5 diagonally, and two horizontal braces 5 are arranged alternately. The horizontal braces 5 are made of steel or aluminum. The surface of the steel needs to be treated with antirust. The width of diagonal brace 5 and vertical diagonal brace 3;
或者,水平支撑与横梁通过对穿螺栓6(组装龙骨用)螺母进行连接。Or, the horizontal support is connected with the crossbeam by passing through bolts 6 (for assembling the keel) and nuts.
横梁4为L型件,每一层横梁4构成的框体结构中相邻两横梁4的设置方向相反,沿着横梁4的长度方向,也就是装饰柱的宽度方向,L型横梁一侧朝上设置,与该横梁相邻的横梁一侧朝下设置,便于装饰板材1的安装。The crossbeam 4 is an L-shaped piece. In the frame structure formed by the crossbeams 4 on each floor, the directions of the adjacent two crossbeams 4 are opposite. Set up, and one side of the beam adjacent to the beam is set down, which is convenient for the installation of the decorative plate 1.
最优方案中,竖向立柱2设有四根,或者六根,其中两根设于相邻两立柱之间。In the optimal solution, there are four or six vertical columns, two of which are arranged between two adjacent columns.
或者,与挡墙面板12连接的立柱2(装饰柱结构的后面两根)为中空立柱,中空立柱内能装入插接套芯13以实现上下相邻两幕墙装饰柱结构的连接;Or, the columns 2 (the two behind the decorative column structure) connected with the retaining wall panel 12 are hollow columns, and the socket core 13 can be loaded into the hollow column to realize the connection of the upper and lower adjacent two curtain wall decorative column structures;
另外,与中空立柱反向设置的立柱(装饰柱结构的前面两根)为L型立柱。In addition, the columns opposite to the hollow columns (the two in front of the decorative column structure) are L-shaped columns.
挡墙面板与所述装饰板材背侧分别设置开孔,开孔内装配有不锈钢背栓;The retaining wall panel and the back side of the decorative plate are respectively provided with openings, and stainless steel back bolts are installed in the openings;
最优方案中,一层所述横梁设有开槽挂件9,开槽挂件9一侧通过对穿螺栓6与所述的横梁4连接,另一侧设置卡槽用于支撑装饰板材内侧的背栓7;开槽挂件与开孔挂件均为角钢挂件,另一层所述横梁4设有开孔挂件,开孔挂件8一侧与所述的横梁连接,另一侧通过背栓7与装饰板材1连接,装有角钢挂件8的横梁与装有开槽挂件的横梁错层设置,这两层横梁相邻设置,其中开槽挂件9用于支撑装饰板材内侧的背栓,角钢挂件可为镀锌钢、不锈钢或铝合金材料,根据装饰板材1的高度确定与之连接的横梁4位置,与装饰板材1上半段连接的横梁4设置的是开孔挂件8,与装饰板材中下半段连接的横梁4设置的是开槽挂件9。In the optimal solution, the beam on the first floor is provided with a slotted hanger 9, one side of the slotted hanger 9 is connected to the beam 4 through the through bolt 6, and the other side is provided with a card slot for supporting the back of the decorative plate. Bolt 7; both the slotted pendant and the hole pendant are angle steel pendants, and the crossbeam 4 on the other layer is provided with a perforated pendant. The plates 1 are connected, and the crossbeam equipped with the angle steel pendant 8 and the crossbeam equipped with the slotted pendant are arranged in a staggered layer. For galvanized steel, stainless steel or aluminum alloy materials, the position of the beam 4 connected to it is determined according to the height of the decorative plate 1. The beam 4 connected to the upper half of the decorative plate 1 is provided with a hole pendant 8, which is connected to the middle and lower half of the decorative plate. The crossbeam 4 that segment connects is provided with slotted hanger 9.
或者,相邻的装饰板材之间、装饰板材与挡墙面板之间的缝隙填充有填充件,且缝隙处通过密封胶进行密封,填充件选用PE泡沫棒,密封胶选用硅胶11。Or, the gaps between adjacent decorative boards and between the decorative boards and the retaining wall panels are filled with fillers, and the gaps are sealed with a sealant. The fillers are made of PE foam rods, and the sealant is made of silica gel 11.
在另外的实施例中,横梁设有开孔挂件,开孔挂件一侧与所述的横梁连接,另一侧通过背栓与装饰板材连接;In another embodiment, the crossbeam is provided with an opening hanger, one side of the opening hanger is connected to the crossbeam, and the other side is connected to the decorative plate through a back bolt;
或者,横梁设有开槽挂件,开槽挂件一侧与所述的横梁连接,另一侧设置卡槽用于支撑装饰板材内侧的背栓。Alternatively, the beam is provided with a slotted hanger, one side of the slotted hanger is connected to the beam, and the other side is provided with a card slot for supporting the back bolt on the inside of the decorative board.
为了克服现有技术的不足,本发明还提供了一种装配式幕墙装饰柱结构的装配方法,具体步骤如下:In order to overcome the deficiencies of the prior art, the present invention also provides a method for assembling a prefabricated curtain wall decorative column structure, the specific steps are as follows:
1)分别加工竖向立柱2、横梁4、竖向斜撑3和水平斜撑5;1) Process the vertical column 2, the beam 4, the vertical brace 3 and the horizontal brace 5 respectively;
2)将多根横梁4组成框体结构,并在框体结构内对角线方向设置水平斜撑5,水平斜撑5的两端分别通过对穿螺栓6实现横梁与水平斜撑5的连接;2) Multiple crossbeams 4 are formed into a frame structure, and horizontal braces 5 are arranged in the diagonal direction of the frame structure, and the two ends of the horizontal braces 5 are connected to the crossbeams and the horizontal braces 5 through bolts 6 respectively. ;
3)组装多组步骤2)的结构,并将组装好的结构依次与立柱2进行安装,且在组装好的相邻两层框体结构之间在矩形柱体的两侧分别安装竖向斜撑3,相邻的竖向斜撑3错向设置;3) Assemble multiple sets of structures in step 2), and install the assembled structures with the column 2 in sequence, and install vertical diagonals on both sides of the rectangular column between the assembled adjacent two-layer frame structures. Brace 3, the adjacent vertical diagonal brace 3 is arranged in a wrong direction;
4)在矩形柱体一侧固定装有结构挂件的挡墙面板12;4) A retaining wall panel 12 equipped with a structural pendant is fixed on one side of the rectangular cylinder;
5)在矩形柱体两侧的每一层框体结构安装开孔挂件8或开槽挂件9;5) Install the hole pendant 8 or the slotted pendant 9 on each frame structure on both sides of the rectangular column;
6)在装饰板材1内侧的开孔7处安装背栓;6) Install the back bolt at the opening 7 inside the decorative plate 1;
7)通过结构挂件14将步骤5)组装的结构安装于建筑主体结构上;7) Install the structure assembled in step 5) on the main building structure through the structure pendant 14;
8)将步骤6)组装的装饰板材通过开孔挂件或开槽挂件安装于步骤7)的结构;8) Install the decorative plate assembled in step 6) to the structure of step 7) through the hole-opening hanger or the slotted hanger;
9)对相邻的装饰板材之间、装饰板材与挡墙面板之间的缝隙进行密封;9) Seal the gaps between adjacent decorative panels, decorative panels and retaining wall panels;
10)将步骤9)组装完成的整体构件运输至施工现场,通过结构挂件将整体结构挂件安装于幕墙结构埋件;10) Transport the integral component assembled in step 9) to the construction site, and install the integral structural pendant on the curtain wall structure embedded part through the structural pendant;
11)重复安装上一层的整体构件,并密封相邻的上下两层单元。11) Repeat the installation of the integral components of the previous floor, and seal the adjacent upper and lower floor units.
以上所述仅为本申请的优选实施例而已,并不用于限制本申请,对于本领域的技术人员来说,本申请可以有各种更改和变化。凡在本申请的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本申请的保护范围之内。The above descriptions are only preferred embodiments of the present application, and are not intended to limit the present application. For those skilled in the art, there may be various modifications and changes in the present application. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of this application shall be included within the protection scope of this application.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356523A (en) * | 2021-07-07 | 2021-09-07 | 杨洋 | Construction method for constructing decorative column |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0953288A (en) * | 1995-08-14 | 1997-02-25 | Ykk Architect Prod Kk | Mounting construction of curtain wall unit and mullion bearing the curtain wall unit and joint construction of transom |
| CN104831845A (en) * | 2015-04-07 | 2015-08-12 | 中铁建设集团有限公司 | Stone curtain wall-used keel supporting system unit |
| CN205171782U (en) * | 2015-11-18 | 2016-04-20 | 成都江河幕墙系统工程有限公司 | Frame curtain system between stone material edge list |
| CN205259413U (en) * | 2015-12-21 | 2016-05-25 | 浙江亚厦幕墙有限公司 | Connection structure of stone material curtain stand |
| CN105839821A (en) * | 2016-06-07 | 2016-08-10 | 中国航空规划设计研究总院有限公司 | Slotted stone curtain wall sealing system, curtain wall system and construction method for same |
| CN208267265U (en) * | 2018-06-07 | 2018-12-21 | 济南历下控股集团有限公司 | A kind of assembled curtain wall decoration rod structure |
-
2018
- 2018-06-07 CN CN201810580723.1A patent/CN108487569A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0953288A (en) * | 1995-08-14 | 1997-02-25 | Ykk Architect Prod Kk | Mounting construction of curtain wall unit and mullion bearing the curtain wall unit and joint construction of transom |
| CN104831845A (en) * | 2015-04-07 | 2015-08-12 | 中铁建设集团有限公司 | Stone curtain wall-used keel supporting system unit |
| CN205171782U (en) * | 2015-11-18 | 2016-04-20 | 成都江河幕墙系统工程有限公司 | Frame curtain system between stone material edge list |
| CN205259413U (en) * | 2015-12-21 | 2016-05-25 | 浙江亚厦幕墙有限公司 | Connection structure of stone material curtain stand |
| CN105839821A (en) * | 2016-06-07 | 2016-08-10 | 中国航空规划设计研究总院有限公司 | Slotted stone curtain wall sealing system, curtain wall system and construction method for same |
| CN208267265U (en) * | 2018-06-07 | 2018-12-21 | 济南历下控股集团有限公司 | A kind of assembled curtain wall decoration rod structure |
Non-Patent Citations (1)
| Title |
|---|
| 雍本: "《幕墙工程施工手册第3版》", 31 March 2017, 中国计划出版社, pages: 82 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356523A (en) * | 2021-07-07 | 2021-09-07 | 杨洋 | Construction method for constructing decorative column |
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Application publication date: 20180904 |