CN204475593U - Support structure installed by a kind of curtain wall - Google Patents
Support structure installed by a kind of curtain wall Download PDFInfo
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- CN204475593U CN204475593U CN201420807227.2U CN201420807227U CN204475593U CN 204475593 U CN204475593 U CN 204475593U CN 201420807227 U CN201420807227 U CN 201420807227U CN 204475593 U CN204475593 U CN 204475593U
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
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Abstract
本实用新型属于建筑幕墙结构领域的一种幕墙安装支撑构造,技术方案为:横向可调节支撑杆垂直固定在内层幕墙主体结构龙骨上,所述横向可调节支撑杆由主杆和副杆构成,所述副杆的一端插入主杆内形成抽拉式组合并互相用螺栓固定,所述副杆的另一端与外层幕墙主体结构龙骨固定;所述主杆的一端被所述副杆插入,另一端通过根部固定板与所述内层幕墙主体结构龙骨固定。本实用新型的有益效果为:通过横向可调节支撑杆的可伸缩性,调节其臂长,从而满足不同的内外层幕墙间距的安装要求。同时,本实用新型中的横向可调节支撑杆还可兼做脚手架的支撑构件。
The utility model belongs to a curtain wall installation support structure in the field of building curtain wall structure. The technical proposal is: a horizontally adjustable support rod is vertically fixed on the keel of the main structure of the inner curtain wall, and the horizontally adjustable support rod is composed of a main rod and an auxiliary rod. , one end of the auxiliary rod is inserted into the main rod to form a pull-out combination and is fixed with bolts, the other end of the auxiliary rod is fixed to the keel of the main structure of the outer curtain wall; one end of the main rod is inserted by the auxiliary rod , and the other end is fixed to the main structure keel of the inner curtain wall through the root fixing plate. The beneficial effect of the utility model is that the length of the arm can be adjusted by adjusting the scalability of the support rod in the transverse direction, so as to meet the installation requirements of different distances between the inner and outer curtain walls. Simultaneously, the horizontally adjustable support bar in the utility model can also be used as a support member of the scaffold.
Description
技术领域 technical field
本实用新型属于建筑工程领域,尤其涉及一种幕墙结构。 The utility model belongs to the field of construction engineering, in particular to a curtain wall structure.
背景技术 Background technique
双层幕墙又称热通道幕墙、呼吸式幕墙、 通风式幕墙、节能幕墙等。由内层幕墙和外层幕墙组合而成,两者之间形成一个室内外之间的空气缓冲层。一般,在外层幕墙主体结构由龙骨框架构成,外层幕墙单元板块安装在外层幕墙主体结构上。当同一建筑物上存有不同的空气缓冲层的宽度时,即内层幕墙和外层幕墙之间的间距为变化时,需要定制许多不同大小和长短的连接件,来连接内层幕墙和外层幕墙,无法提高工程批量生产的效率。另外,外层幕墙往往自下至上搭接起来,且需要搭设满堂脚手架施工安装。在市中心区域建筑施工时,往往需要整体支护防护网,传统做法是采用满堂脚手架外悬挂防护网,且在建筑施工完毕时,需要拆除全部防护设施,费时费力。 Double-layer curtain wall is also called hot passage curtain wall, breathing curtain wall, ventilated curtain wall, energy-saving curtain wall, etc. Composed of an inner curtain wall and an outer curtain wall, an air buffer layer between indoors and outdoors is formed between the two. Generally, the main structure of the outer curtain wall is composed of a keel frame, and the unit plates of the outer curtain wall are installed on the main structure of the outer curtain wall. When there are different widths of air buffer layers on the same building, that is, when the distance between the inner curtain wall and the outer curtain wall is variable, it is necessary to customize many connectors of different sizes and lengths to connect the inner curtain wall and the outer curtain wall. Layered curtain walls cannot improve the efficiency of mass production of projects. In addition, the outer curtain wall is often overlapped from bottom to top, and a full house of scaffolding is required for construction and installation. During construction in the downtown area, it is often necessary to support the protective net as a whole. The traditional method is to hang the protective net outside the scaffolding, and when the construction is completed, all the protective facilities need to be removed, which is time-consuming and laborious.
实用新型内容 Utility model content
本实用新型解决的技术问题是提供一种幕墙安装支撑构造,其能使用标准构件来连接不同内外层幕墙间距的连接,同时,又能在安装的过程中减少脚手架的搭设,方便工人施工和安全防护。 The technical problem solved by the utility model is to provide a curtain wall installation and support structure, which can use standard components to connect the distance between different inner and outer curtain walls, and at the same time, can reduce the erection of scaffolding during the installation process, which is convenient for workers to construct and ensure safety. protection.
本实用新型的技术方案为:横向可调节支撑杆垂直固定在内层幕墙主体结构龙骨上,所述横向可调节支撑杆由主杆和副杆构成,所述副杆的一端插入主杆内形成抽拉式组合并互相用螺栓固定,所述副杆的另一端与外层幕墙主体结构龙骨固定;所述主杆的一端被所述副杆插入,另一端通过根部固定板与所述内层幕墙主体结构龙骨固定。 The technical solution of the utility model is: the horizontally adjustable support rod is vertically fixed on the keel of the main structure of the inner curtain wall, the horizontally adjustable support rod is composed of a main rod and an auxiliary rod, and one end of the auxiliary rod is inserted into the main rod to form a The pull-type combination is fixed with bolts, the other end of the auxiliary rod is fixed to the main structure keel of the outer curtain wall; one end of the main rod is inserted by the auxiliary rod, and the other end is connected to the inner layer through the root fixing plate. The keel of the main structure of the curtain wall is fixed.
当然,上述方案中,主杆插入副杆中形成抽拉式组合并互相用螺栓固定也可以解决本实用新型解决的技术问题。即另一种技术方案为:横向可调节支撑杆垂直固定在内层幕墙主体结构龙骨上,所述横向可调节支撑杆由主杆和副杆构成,所述主杆的一端插入副杆内形成抽拉式组合并互相用螺栓固定,所述主杆的另一端与通过根部固定板与所述内层幕墙主体结构龙骨固定;所述副杆的一端被所述主杆插入,另一端与外层幕墙主体结构龙骨固定。 Of course, in the above solution, the main rod is inserted into the auxiliary rod to form a pull-out combination and is fixed with bolts to solve the technical problem solved by the utility model. That is to say, another technical solution is: the horizontal adjustable support rod is vertically fixed on the keel of the main structure of the inner curtain wall, the horizontal adjustable support rod is composed of a main rod and a secondary rod, and one end of the main rod is inserted into the secondary rod to form a The pull-type combination is fixed with bolts, the other end of the main rod is fixed to the main structure keel of the inner curtain wall through the root fixing plate; one end of the auxiliary rod is inserted by the main rod, and the other end is connected to the outer The keel of the main structure of the curtain wall is fixed.
根部固定板依据建筑实际情况可采用预埋铁板或螺纹杆等现有任意技术固定。由于主杆和副杆采用抽拉式并固定,所以,可根据建筑需求灵活确定抽拉距离,即可用批量生产的统一长度的主杆和副杆实现内外层幕墙的不同间距的连接。横向可调节支撑杆与外层幕墙主体结构的连接可采用现有技术中的任意连接方式,如螺栓、焊接等。 The root fixing plate can be fixed by any existing technology such as embedded iron plate or threaded rod according to the actual situation of the building. Since the main pole and the auxiliary pole are drawn and fixed, the drawing distance can be flexibly determined according to the building requirements, that is, the mass-produced uniform length main pole and auxiliary pole can be used to realize the connection of different distances between the inner and outer curtain walls. The connection between the horizontally adjustable support bar and the main structure of the outer curtain wall can adopt any connection method in the prior art, such as bolts and welding.
一般建筑工程中,采用多个横向可调节支撑杆布置在内层幕墙主体结构上,形成阵列,当横向可调节支撑杆的长度满足施工人员的施工空间的长度,且承载力符合施工荷载时,可在两根可调节支撑杆横向间隔或上下间隔之间可搭设简易施工站板或临时施工梯子,能对施工人员站立位提供支撑,也可以将施工工人的安全绳锁固其上,起到对工人的保护作用。通过本技术的实施,可大量减少脚手架的搭设和施工后的拆除,为外层幕墙的安装提供快速便捷的操作方式。 In general construction projects, multiple horizontally adjustable support bars are arranged on the main structure of the inner curtain wall to form an array. When the length of the horizontally adjustable support bars meets the length of the construction space of the construction personnel, and the bearing capacity meets the construction load, A simple construction platform or a temporary construction ladder can be set up between the two adjustable support rods in the horizontal interval or between the upper and lower intervals, which can provide support for the standing position of the construction workers, and can also lock the safety ropes of the construction workers on it to play a role. protection of workers. Through the implementation of this technology, the erection of scaffolding and the dismantling after construction can be greatly reduced, and a fast and convenient operation method is provided for the installation of the outer curtain wall.
本实用新型的有益效果为:通过横向可调节支撑杆的可伸缩性,调节其臂长,从而满足不同的内外层幕墙间距的安装要求。同时,本实用新型中的横向可调节支撑杆还可兼做脚手架的支撑构件。 The beneficial effect of the utility model is that the length of the arm can be adjusted by adjusting the scalability of the support rod in the transverse direction, so as to meet the installation requirements of different distances between the inner and outer curtain walls. Simultaneously, the horizontally adjustable support bar in the utility model can also be used as a support member of the scaffold.
附图说明 Description of drawings
下面结合附图及具体实施方法对本实用新型作进一步的描述。 Below in conjunction with accompanying drawing and specific implementation method, the utility model is further described.
图1为横向可调节支撑杆的立面示意图。 Figure 1 is a schematic elevation view of a horizontally adjustable support rod.
图2 为横向可调节支撑杆的阵列布置示意图。 Figure 2 is a schematic diagram of the array arrangement of laterally adjustable support rods.
具体实施方式 Detailed ways
本实用新型采用一种组合式安装结构件,如图1所示:分别由横向可调节支撑杆、外层幕墙主体结构龙骨4,连接螺栓、根部固定板3等构件共同组成,根部固定板3采用预埋铁板与内层幕墙主体结构龙骨固定,当然,也可依据建筑实际情况可采用螺纹杆等其它现有方式固定。图1中,横向可调节支撑杆与根部固定板3采用焊接固定。横向可调节支撑杆分主杆1与副杆2两部分,主杆1与副杆2采用螺栓固定,抽拉式组合,可根据建筑需求确定抽拉距离。副杆的另一端部为一U型槽口,槽口与副杆2为工厂预制焊接方式连接。U型槽口与外层幕墙主体结构龙骨4采用螺栓固定。此处,副杆与外层幕墙主体结构龙骨的连接仅为一种示意,可采用现有任意技术完成。图中仅为一种示意,也可以主杆插入副杆抽拉式组合。 The utility model adopts a combined installation structure, as shown in Figure 1: it is composed of horizontally adjustable support rods, the main structure keel 4 of the outer curtain wall, connecting bolts, root fixing plates 3 and other components, and the root fixing plate 3 The pre-embedded iron plate is used to fix the main structure keel of the inner curtain wall. Of course, other existing methods such as threaded rods can also be used to fix according to the actual situation of the building. In Fig. 1, the horizontally adjustable support rod and the root fixing plate 3 are fixed by welding. The horizontally adjustable support rod is divided into two parts, the main rod 1 and the auxiliary rod 2. The main rod 1 and the auxiliary rod 2 are fixed by bolts and are combined in a pull-out type. The pull-out distance can be determined according to the building requirements. The other end of the auxiliary rod is a U-shaped notch, and the notch and the auxiliary rod 2 are connected by factory prefabricated welding. The U-shaped notch and the main structure keel 4 of the outer curtain wall are fixed by bolts. Here, the connection between the sub-rod and the keel of the main structure of the outer curtain wall is only an illustration, which can be completed by any existing technology. The figure is only a schematic, and the main rod can also be inserted into the auxiliary rod pull-out combination.
如图2所示,横向可调节支撑杆以方形矩阵形式布置在建筑外墙主体结构上,当横向可调节支撑杆的长度和承载力符合施工操作面和施工荷载的要求,可在同一层的横向可调节支撑杆之间搭建简易施工站板,也可错层搭建斜向的施工梯子,便于施工人员施工,同时兼有脚手架的作用。施工工人的安全绳锁也可临时固定在横向可调节支撑杆上,起到对工人的保护作用。 As shown in Figure 2, the horizontally adjustable support rods are arranged in a square matrix on the main structure of the building's exterior wall. When the length and bearing capacity of the horizontally adjustable A simple construction platform can be built between the horizontally adjustable support bars, and an oblique construction ladder can also be built on staggered floors, which is convenient for construction personnel and also serves as a scaffold. The safety rope locks of the construction workers can also be temporarily fixed on the horizontally adjustable support bar to protect the workers.
以上对本实用新型实施提供的一种方案详细介绍,对于本领域的一般技术人员,依据本实用新型实施例的思想,在具体实施方式及应用范围上均会有改变之处。综上所述,本说明书内容不应理解为对本实用新型的限制,凡依本实用新型设计思想所做的任何改变都在本实用新型的保护范围之内。 The above is a detailed introduction to a solution provided for the implementation of the utility model. For those of ordinary skill in the art, based on the idea of the utility model embodiment, there will be changes in the specific implementation and application range. To sum up, the contents of this specification should not be understood as limiting the utility model, and any changes made according to the design concept of the utility model are within the protection scope of the utility model.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420807227.2U CN204475593U (en) | 2014-12-19 | 2014-12-19 | Support structure installed by a kind of curtain wall |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201420807227.2U CN204475593U (en) | 2014-12-19 | 2014-12-19 | Support structure installed by a kind of curtain wall |
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| CN204475593U true CN204475593U (en) | 2015-07-15 |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740510A (en) * | 2017-11-15 | 2018-02-27 | 林莉 | Assembled for skyscraper fills wall and assembly method |
| CN108775099A (en) * | 2018-07-28 | 2018-11-09 | 江苏广源幕墙工程有限公司 | A kind of glass curtain wall mounting structure |
| CN110274747A (en) * | 2019-06-14 | 2019-09-24 | 浙江大学 | A kind of gallery type double-layer curtain wall model in wind tunnel device of adjustable volume |
| WO2019196007A1 (en) * | 2018-04-10 | 2019-10-17 | 侯志峰 | Suspended rhombic aluminum veneer shading curtain wall for textile enterprise exhibition hall |
| CN112854563A (en) * | 2021-01-18 | 2021-05-28 | 沈正伟 | Open type double-layer curtain wall system and using method thereof |
-
2014
- 2014-12-19 CN CN201420807227.2U patent/CN204475593U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740510A (en) * | 2017-11-15 | 2018-02-27 | 林莉 | Assembled for skyscraper fills wall and assembly method |
| WO2019196007A1 (en) * | 2018-04-10 | 2019-10-17 | 侯志峰 | Suspended rhombic aluminum veneer shading curtain wall for textile enterprise exhibition hall |
| CN108775099A (en) * | 2018-07-28 | 2018-11-09 | 江苏广源幕墙工程有限公司 | A kind of glass curtain wall mounting structure |
| CN110274747A (en) * | 2019-06-14 | 2019-09-24 | 浙江大学 | A kind of gallery type double-layer curtain wall model in wind tunnel device of adjustable volume |
| CN112854563A (en) * | 2021-01-18 | 2021-05-28 | 沈正伟 | Open type double-layer curtain wall system and using method thereof |
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| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150715 Termination date: 20181219 |