CN206174469U - Attach to L type load device of wall body suitable for skyscraper construction - Google Patents
Attach to L type load device of wall body suitable for skyscraper construction Download PDFInfo
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- CN206174469U CN206174469U CN201621192835.2U CN201621192835U CN206174469U CN 206174469 U CN206174469 U CN 206174469U CN 201621192835 U CN201621192835 U CN 201621192835U CN 206174469 U CN206174469 U CN 206174469U
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Abstract
Description
技术领域technical field
本实用新型具体涉及一种适用于超高层建筑施工的附着于墙体的L型承力装置。The utility model specifically relates to an L-shaped load-bearing device attached to a wall, which is suitable for super high-rise building construction.
背景技术Background technique
随着各地超高层建筑越来越普遍的趋势,建筑行业越来越追求施工速度和施工安全,为了优化施工工期,提高施工和经济效应,低位顶模和凸点顶模(简称顶模)的应用也越来越广泛,随着顶模应用的日益成熟,顶模功能更进一步完善,布置在顶模上的施工设备和各种吊装设备也多样化,对顶模承力系统的承载力提出了新的挑战。With the trend of super high-rise buildings becoming more and more common in various places, the construction industry is increasingly pursuing construction speed and construction safety. In order to optimize the construction period and improve construction and economic effects, the low-position top formwork and bump top formwork (referred to as top formwork) The application is also becoming more and more extensive. With the increasingly mature application of the top form, the function of the top form is further improved, and the construction equipment and various hoisting equipment arranged on the top form are also diversified. The bearing capacity of the top form bearing system is proposed. new challenges.
实用新型内容Utility model content
本实用新型的目的在于提供一种适用于超高层建筑施工的附着于墙体的L型承力装置,它成组安装在核心筒墙体上使用,增大了竖向承载力和水平抗倾覆能力,为建筑施工提供更安全保证。The purpose of this utility model is to provide an L-shaped load-bearing device attached to the wall suitable for super high-rise building construction. It is installed in groups on the wall of the core tube for use, increasing the vertical bearing capacity and horizontal anti-overturning Ability to provide a safer guarantee for building construction.
本实用新型解决其技术问题所采用的技术方案是:The technical scheme that the utility model solves its technical problem adopts is:
一种适用于超高层建筑施工的附着于墙体的L型承力装置,该装置包括一组承力件和支承架,所述一组承力件包括两个安装在核心筒墙体上的承力件,所述支承架设置在两个承力件之间,所述支承架包括L型支架、固定安装在所述L型支架两端的爪箱以及通过销轴嵌入式装配在每个爪箱上的挂爪,所述支承架通过所述挂爪与承力件连接。An L-shaped load-bearing device attached to a wall suitable for super high-rise building construction, the device includes a set of load-bearing parts and a support frame, and the set of load-bearing parts includes two load-bearing devices installed on the core tube wall A load-bearing member, the support frame is arranged between two load-bearing members, and the support frame includes an L-shaped bracket, a claw box fixedly installed at both ends of the L-shaped bracket, and a pin embedded in each claw The hanging claw on the box, the support frame is connected with the bearing member through the hanging claw.
按上述技术方案,所述爪箱为半开式箱型结构,所述爪箱的开式面与L型支架固定连接。According to the above technical solution, the claw box is a semi-open box structure, and the open surface of the claw box is fixedly connected with the L-shaped bracket.
按上述技术方案,每组的两个承力件之间的夹角为90°。According to the above technical solution, the angle between the two load-bearing members of each group is 90°.
按上述技术方案,所述L型支架的横截面呈井字状。According to the above technical solution, the cross section of the L-shaped bracket is in the shape of a well.
按上述技术方案,每个爪箱上至少设置有一排挂爪,且每排挂爪的数量至少为2个。According to the above technical solution, at least one row of hanging claws is arranged on each claw box, and the number of hanging claws in each row is at least two.
按上述技术方案,所述支承架与承力件之间的装配形式为面接触。According to the above technical solution, the assembly form between the support frame and the bearing member is surface contact.
本实用新型,具有以下有益效果:本实用新型成组安装在核心筒墙体上使用,结构稳定,承载力大,增大了竖向承载力和水平抗倾覆能力,为建筑施工提供更安全保证。The utility model has the following beneficial effects: the utility model is installed in groups on the wall of the core tube for use, the structure is stable, the bearing capacity is large, the vertical bearing capacity and the horizontal anti-overturning capacity are increased, and a safer guarantee is provided for construction .
附图说明Description of drawings
下面将结合附图及实施例对本实用新型作进一步说明,附图中:The utility model will be further described below in conjunction with accompanying drawing and embodiment, in the accompanying drawing:
图1是本实用新型实施例的结构示意图;Fig. 1 is the structural representation of the utility model embodiment;
图2是本实用新型实施例的实际应用示意图。Fig. 2 is a schematic diagram of the practical application of the embodiment of the utility model.
图中:2-承力件、3-支承架、4-挂爪、5-爪箱、6-L型支架、7-核心筒墙体。In the figure: 2-load bearing, 3-support frame, 4-hanging claw, 5-claw box, 6-L-shaped bracket, 7-core tube wall.
具体实施方式detailed description
为了使本实用新型的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本实用新型进行进一步详细说明。应当理解,此处所描述的具体实施例仅用以解释本实用新型,并不用于限定本实用新型。In order to make the purpose, technical solution and advantages of the utility model clearer, the utility model will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the utility model, and are not intended to limit the utility model.
在本实用新型的较佳实施例中,如图1、图2所示,一种适用于超高层建筑施工的附着于墙体的L型承力装置,该装置包括一组承力件2和支承架3,一组承力件包括两个安装在核心筒墙体7上的承力件2,支承架3设置在两个承力件2之间,支承架3包括L型支架6、固定安装在L型支架6两端的爪箱5以及通过销轴嵌入式装配在每个爪箱5上的挂爪4,其中,挂爪具有自平衡功能,支承架3通过挂爪4与承力件2连接。In a preferred embodiment of the present utility model, as shown in Fig. 1 and Fig. 2, a kind of L-shaped load-bearing device attached to the wall suitable for super high-rise building construction, the device includes a set of load-bearing parts 2 and Support frame 3, a group of load-bearing parts includes two load-bearing parts 2 installed on the core tube wall 7, support frame 3 is arranged between two load-bearing parts 2, support frame 3 includes L-shaped bracket 6, fixed The claw boxes 5 installed at both ends of the L-shaped bracket 6 and the hanging claws 4 embedded on each claw box 5 through pin shafts, wherein the hanging claws have a self-balancing function, and the support frame 3 is connected to the load-bearing member through the hanging claws 4 2 connections.
在本实用新型的优选实施例中,如图1所示,爪箱5为半开式箱型结构,爪箱5的开式面与L型支架6固定连接,两爪箱的中心面之间的夹角成90°。In a preferred embodiment of the present utility model, as shown in Figure 1, the claw box 5 is a semi-open box structure, the open surface of the claw box 5 is fixedly connected with the L-shaped bracket 6, and the center surface of the two claw boxes The included angle is 90°.
在本实用新型的优选实施例中,如图1所示,每组的两个承力件2之间的夹角为90°,呈L型固定在核心筒墙体7上。In a preferred embodiment of the present invention, as shown in FIG. 1 , the included angle between the two load-bearing members 2 of each group is 90°, and they are fixed on the wall 7 of the core tube in an L shape.
在本实用新型的优选实施例中,如图1所示,L型支架6的横截面呈井字状。In a preferred embodiment of the present invention, as shown in FIG. 1 , the cross section of the L-shaped bracket 6 is in the shape of a well.
在本实用新型的优选实施例中,如图1所示,每个爪箱5上至少设置有一排挂爪4,且每排挂爪的数量至少为2个。In a preferred embodiment of the present invention, as shown in FIG. 1 , each claw box 5 is provided with at least one row of hanging claws 4 , and the number of hanging claws in each row is at least two.
在本实用新型的优选实施例中,如图1所示,支承架3与承力件2之间的装配形式为面接触。In a preferred embodiment of the present utility model, as shown in FIG. 1 , the assembly form between the support frame 3 and the bearing member 2 is surface contact.
本实用新型安装附着在核心筒墙体上,作为整个顶模体系的承力机构。本实施例中,如图2所示,单组承力件呈直角L型安装在核心筒墙体上,共四组对称分布在核心筒内墙上,支承架相应装配在每组承力件上,形成稳定的支承体系。The utility model is installed and attached to the wall of the core tube as a load-bearing mechanism of the entire top mold system. In this embodiment, as shown in Figure 2, a single set of load-bearing parts is installed on the wall of the core tube in a right-angled L-shape, a total of four groups are symmetrically distributed on the inner wall of the core tube, and the supporting frame is correspondingly assembled on each set of load-bearing parts , forming a stable support system.
本实用新型在具体应用时,如图2所示,该装置的数量为单层4个,每个装置根据实规定位置独立安装在核心筒内墙上,其具体安装步骤如下:When the utility model is actually applied, as shown in Figure 2, the quantity of the device is 4 in a single layer, and each device is independently installed on the inner wall of the core tube according to the actual specified position, and its specific installation steps are as follows:
1、待核心筒钢筋绑扎好,根据测量平台板测量放线确定承力件初始位置,先安装直角墙体边单个承力件,调整好承力件水平度和垂直度;1. After the steel bars of the core tube are bound, determine the initial position of the load-bearing parts according to the measurement of the measuring platform board, first install a single load-bearing part on the side of the right-angled wall, and adjust the horizontality and verticality of the load-bearing parts;
2、然后安装与前承力件成一组的另一个承力件,利用工装固定好两个承力件,使其呈90°;2. Then install another load-bearing piece that is in a group with the front load-bearing piece, and use tooling to fix the two load-bearing pieces so that they are at 90°;
3、待两承力件最终位置确定好后,开始核心筒填充混凝土,待墙体达到养护标准后,拆除定位工装,吊装支承架装配在承力件上;3. After the final positions of the two load-bearing parts are determined, the core tube is filled with concrete. After the wall reaches the maintenance standard, the positioning tool is removed, and the hoisting support frame is assembled on the load-bearing parts;
4、待一层核心筒墙体施工完毕后,依次拆除承力件,吊装至上一层结构位置处,重复步骤1-3,如此循环此过程。4. After the construction of the core wall of the first floor is completed, the load-bearing parts are removed in turn, hoisted to the position of the upper layer structure, and steps 1-3 are repeated, and this process is repeated.
本实用新型结构简单合理,可重复周转使用,提高单点和整体支承力,减少抗倾覆的风险。The utility model has a simple and reasonable structure, can be used repeatedly, improves single point and overall supporting force, and reduces the risk of anti-overturning.
应当理解的是,对本领域普通技术人员来说,可以根据上述说明加以改进或变换,而所有这些改进和变换都应属于本实用新型所附权利要求的保护范围。It should be understood that those skilled in the art can make improvements or changes based on the above description, and all these improvements and changes should belong to the protection scope of the appended claims of the present utility model.
Claims (6)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
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| CN201621091692 | 2016-09-29 | ||
| CN2016210916926 | 2016-09-29 |
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| CN206174469U true CN206174469U (en) | 2017-05-17 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288239A (en) * | 2017-07-01 | 2017-10-24 | 中建三局集团有限公司 | A kind of double pawl case bearing support bearing member installation accuracy adjusting meanss of high-precision L-type |
| CN108729666A (en) * | 2018-08-13 | 2018-11-02 | 中建三局集团有限公司 | A kind of combined type bearing constructed for skyscraper or bridge tower |
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2016
- 2016-10-28 CN CN201621192835.2U patent/CN206174469U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288239A (en) * | 2017-07-01 | 2017-10-24 | 中建三局集团有限公司 | A kind of double pawl case bearing support bearing member installation accuracy adjusting meanss of high-precision L-type |
| CN108729666A (en) * | 2018-08-13 | 2018-11-02 | 中建三局集团有限公司 | A kind of combined type bearing constructed for skyscraper or bridge tower |
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