CN211257760U - A triangular support device for cantilevered scaffolding - Google Patents

A triangular support device for cantilevered scaffolding Download PDF

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Publication number
CN211257760U
CN211257760U CN201922138727.7U CN201922138727U CN211257760U CN 211257760 U CN211257760 U CN 211257760U CN 201922138727 U CN201922138727 U CN 201922138727U CN 211257760 U CN211257760 U CN 211257760U
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China
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embedded
cantilevered
shear wall
steel plate
triangular support
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CN201922138727.7U
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邓志民
祝国梁
尧华峰
蒋晨
何义龙
陈业伟
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China Construction Fourth Engineering Bureau Construction and Development Co Ltd
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China Construction Fourth Engineering Bureau Construction and Development Co Ltd
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Abstract

本实用新型提供了一种悬挑脚手架三角支撑装置,包括悬挑工字钢,工字钢斜撑,预埋钢板以及预埋螺栓;所述悬挑工字钢所述悬挑工字钢在剪力墙钢筋安装过程中提前水平预埋,所述预埋钢板与所述预埋螺栓在剪力墙钢筋安装过程中提前于所述悬挑工字钢正下方预埋,待混凝土强度达到设计要求后,再将所述工字钢斜撑按照与墙面成45°角通过焊接,与所述悬挑工字钢、所述预埋钢板连接成整体,最终形成稳定的悬挑脚手架三角支撑结构。本实用新型对人工不存在特别要求,安拆简单,无预留洞,施工进度快。

Figure 201922138727

The utility model provides a triangular support device for a cantilevered scaffold, which comprises a cantilevered I-beam, an I-beam diagonal brace, a pre-embedded steel plate and a pre-embedded bolt; the cantilevered I-beam is located in the During the installation of the shear wall reinforcement, it is pre-embedded horizontally in advance, and the pre-embedded steel plate and the pre-embedded bolt are pre-buried directly under the cantilevered I-beam in advance during the installation of the shear wall reinforcement, until the concrete strength reaches the design level. After the requirements, the I-beam bracing is welded at an angle of 45° to the wall, and is connected to the cantilevered I-beam and the pre-embedded steel plate to form a stable cantilevered scaffolding triangular support. structure. The utility model has no special requirements for labor, simple installation and disassembly, no reserved holes, and fast construction progress.

Figure 201922138727

Description

一种悬挑脚手架三角支撑装置A triangular support device for cantilevered scaffolding

技术领域technical field

本实用新型技术涉及一种悬挑脚手架三角支撑装置,属于建筑脚手架施工技术领域。The technology of the utility model relates to a triangular support device of a cantilevered scaffold, which belongs to the technical field of construction scaffolding.

背景技术Background technique

随着我国经济的快速发展,城市中各种高层或超高层建筑拔地而起,而悬挑脚手架作为外脚手架施工中一项常用施工技术。现有悬挑脚手架施工技术在楼梯间、电梯间侧墙及约束边缘墙柱施工困难、增加工字钢用量的同时,无法满足悬挑脚手架受力要求。With the rapid development of my country's economy, various high-rise or super-high-rise buildings in cities are rising, and cantilevered scaffolding is a common construction technology in the construction of external scaffolding. The existing cantilevered scaffolding construction technology cannot meet the stress requirements of the cantilevered scaffolding while the construction of the stairwell, the side wall of the elevator room and the constrained edge wall column is difficult, and the amount of I-beam is increased.

实用新型内容Utility model content

本实用新型的目的在于,提供悬挑脚手架三角支撑装置,使悬挑脚手架使得在楼梯间、电梯间侧墙及约束边缘墙柱等部位降低工字钢安装难度、提高悬挑脚手架的整体稳定性、同时节省工字钢用量,克服现有技术不足。The purpose of this utility model is to provide a triangular support device for the cantilevered scaffolding, so that the cantilevered scaffolding can reduce the installation difficulty of I-beams and improve the overall stability of the cantilevered scaffolding in the stairwell, the side wall of the elevator room, and the restraint edge wall columns and other parts. , At the same time, the consumption of I-beam is saved, and the deficiencies of the existing technology are overcome.

为实现上述目的,本实用新型的技术方案:For achieving the above object, the technical scheme of the present utility model:

一种悬挑脚手架三角支撑装置,其特征在于,包括:水平设置的悬挑工字钢,其一端预埋于剪力墙的上部;预埋钢板预埋于所述剪力墙的下部;预埋螺栓预埋于所述剪力墙的下部,且用于将所述预埋钢板固定于所述剪力墙上;工字钢斜撑,其一端焊接于所述预埋钢板上,另一端支撑且焊接于所述悬挑工字钢的远墙端200mm处,且所述工字钢斜撑与所述剪力墙形成一大于等于40°小于等于50°夹角。A triangular support device for cantilevered scaffolding, comprising: a horizontally arranged cantilever I-beam, one end of which is pre-buried in the upper part of a shear wall; a pre-embedded steel plate is pre-buried in the lower part of the shear wall; Embedded bolts are pre-buried in the lower part of the shear wall, and are used to fix the pre-embedded steel plate on the shear wall; I-beam diagonal bracing, one end of which is welded on the pre-embedded steel plate, and the other end is welded on the pre-embedded steel plate. It is supported and welded at 200mm from the far wall end of the cantilevered I-beam, and the I-beam diagonal brace and the shear wall form an included angle greater than or equal to 40° and less than or equal to 50°.

作为进一步改进的,所述悬挑工字钢预埋于所述剪力墙的深度为150~200mm。As a further improvement, the depth of the cantilevered I-beam pre-embedded in the shear wall is 150-200 mm.

作为进一步改进的,所述工字钢斜撑与所述剪力墙形成45°夹角。As a further improvement, the I-beam diagonal brace and the shear wall form an included angle of 45°.

与现有技术相比,本实用新型采用的新型技术使得悬挑脚手架在楼梯间、电梯间侧墙及约束边缘墙柱等部位降低工字钢安装难度、提高悬挑脚手架的整体稳定性,解决转角部位多条工字钢交叉排布造成末端锚固不足,本实用新型具有施工进度快,工字钢在楼内无锚固端,避免消防通道堵塞,对人工不存在特别要求,安拆简便等优点。Compared with the prior art, the new technology adopted by the present utility model enables the cantilevered scaffolding to reduce the difficulty of installing I-beams in the stairwell, the side walls of the elevator room, and the restraint edge wall columns, etc., and improves the overall stability of the cantilevered scaffolding. The cross-arrangement of a plurality of I-beams at the corners results in insufficient end anchoring. The utility model has the advantages of fast construction progress, no anchoring ends of the I-beams in the building, avoiding blockage of fire passages, no special requirements for labor, and easy installation and disassembly. .

附图说明Description of drawings

为了更清楚地说明本实用新型实施方式的技术方案,下面将对实施方式中所需要使用的附图作简单地介绍,应当理解,以下附图仅示出了本实用新型的某些实施例,因此不应被看作是对范围的限定,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他相关的附图。In order to illustrate the technical solutions of the embodiments of the present invention more clearly, the accompanying drawings required in the embodiments will be briefly introduced below. It should be understood that the following drawings only show some embodiments of the present invention. Therefore, it should not be regarded as a limitation of the scope. For those of ordinary skill in the art, other related drawings can also be obtained from these drawings without any creative effort.

附图1是本实用新型的整体结构示意图;Accompanying drawing 1 is the overall structure schematic diagram of the present utility model;

附图2是镀锌钢板预埋大样的结构示意图。Accompanying drawing 2 is the structure schematic diagram of galvanized steel sheet pre-embedding large sample.

附图标记说明:1-悬挑工字钢;2-工字钢斜撑;3-预埋钢板;4-剪力墙;5-预埋螺栓。Description of reference numerals: 1- cantilevered I-beam; 2- I-beam diagonal brace; 3- embedded steel plate; 4- shear wall; 5- embedded bolt.

具体实施方式Detailed ways

为使本实用新型实施方式的目的、技术方案和优点更加清楚,下面将结合本实用新型实施方式中的附图,对本实用新型实施方式中的技术方案进行清楚、完整地描述,显然,所描述的实施方式是本实用新型一部分实施方式,而不是全部的实施方式。基于本实用新型中的实施方式,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施方式,都属于本实用新型保护的范围。因此,以下对在附图中提供的本实用新型的实施方式的详细描述并非旨在限制要求保护的本实用新型的范围,而是仅仅表示本实用新型的选定实施方式。基于本实用新型中的实施方式,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施方式,都属于本实用新型保护的范围。In order to make the purposes, technical solutions and advantages of the embodiments of the present invention more clear, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described The embodiments of the present invention are a part of the embodiments of the present invention, but not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work fall within the protection scope of the present invention. Accordingly, the following detailed description of the embodiments of the invention provided in the accompanying drawings is not intended to limit the scope of the invention as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work fall within the protection scope of the present invention.

参照图1所示,一种悬挑脚手架三角支撑装置,其特征在于,包括:水平设置的悬挑工字钢(1),其一端预埋于剪力墙的上部,使工字钢处于水平且与剪力墙墙面垂直;预埋钢板(3)预埋于所述剪力墙(4)的下部,所述预埋钢板平面平行于剪力墙墙面;预埋螺栓(5)预埋于所述剪力墙(4)的下部,且用于将所述预埋钢板(3)固定于所述剪力墙(4)上,所述预埋螺栓(5)垂直于剪力墙墙面;工字钢斜撑(2),其一端焊接于所述预埋钢板(3)上,另一端支撑且焊接于所述悬挑工字钢(1)的远墙端200mm处,且所述工字钢斜撑(2)与所述剪力墙(4)形成一大于等于40°小于等于50°夹角。With reference to shown in Figure 1, a kind of cantilevered scaffolding triangular support device, is characterized in that, comprises: the cantilevered I-beam (1) of horizontal arrangement, its one end is pre-buried in the upper part of shear wall, makes I-beam in horizontal And it is perpendicular to the wall surface of the shear wall; the embedded steel plate (3) is pre-buried in the lower part of the shear wall (4), and the plane of the embedded steel plate is parallel to the wall surface of the shear wall; the embedded bolts (5) are pre-buried. Buried in the lower part of the shear wall (4), and used to fix the embedded steel plate (3) on the shear wall (4), the embedded bolt (5) is perpendicular to the shear wall Wall wall; I-beam diagonal brace (2), one end of which is welded on the embedded steel plate (3), and the other end is supported and welded at the far wall end 200mm of the cantilevered I-beam (1), and The I-beam diagonal brace (2) and the shear wall (4) form an included angle greater than or equal to 40° and less than or equal to 50°.

作为进一步改进的,所述悬挑工字钢(1)预埋于所述剪力墙(4)的深度为150~200mm。As a further improvement, the cantilevered I-beam (1) is pre-embedded in the shear wall (4) to a depth of 150-200 mm.

作为进一步改进的,所述预埋钢板(3)在预埋时与所述预埋螺栓(5)拧紧。As a further improvement, the pre-embedded steel plate (3) is tightened with the pre-embedded bolts (5) during pre-embedding.

作为进一步改进的,所述悬挑工字钢(1)与工字钢斜撑(2)在模板拆除、混凝土强度达标后进行焊接。As a further improvement, the cantilevered I-beam (1) and the I-beam diagonal brace (2) are welded after the template is removed and the strength of the concrete reaches the standard.

作为进一步改进的,本实用新型采用固结方式,拆架时直接割除,无预留洞杜绝渗漏。As a further improvement, the utility model adopts a consolidation method, which is directly cut off when the frame is dismantled, and there is no reserved hole to prevent leakage.

以上所述仅为本实用新型的优选实施方式而已,并不用于限制本实用新型,对于本领域的技术人员来说,本实用新型可以有各种更改和变化。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 invention, and are not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims (3)

1. The utility model provides a scaffold frame triangular supports device encorbelments which characterized in that includes:
one end of the horizontally arranged cantilever I-shaped steel (1) is embedded in the upper part of the shear wall;
the embedded steel plate (3) is embedded at the lower part of the shear wall (4);
the embedded bolts (5) are embedded in the lower part of the shear wall (4) and are used for fixing the embedded steel plates (3) on the shear wall (4);
one end of the I-shaped steel inclined strut (2) is welded on the embedded steel plate (3), the other end of the I-shaped steel inclined strut is supported and welded at the 200mm position of the far wall end of the cantilever I-shaped steel (1), and the I-shaped steel inclined strut (2) and the shear wall (4) form an included angle which is more than or equal to 40 degrees and less than or equal to 50 degrees.
2. The triangular supporting device for the cantilever scaffold as claimed in claim 1, wherein the depth of the cantilever I-steel (1) embedded in the shear wall (4) is 150-200 mm.
3. The cantilever scaffold triangular support device according to claim 1, wherein the I-steel diagonal brace (2) forms an included angle of 45 degrees with the shear wall (4).
CN201922138727.7U 2019-12-03 2019-12-03 A triangular support device for cantilevered scaffolding Expired - Fee Related CN211257760U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112095798A (en) * 2020-08-31 2020-12-18 中国建筑第八工程局有限公司 Super high-rise double-layer super large cantilever steel structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112095798A (en) * 2020-08-31 2020-12-18 中国建筑第八工程局有限公司 Super high-rise double-layer super large cantilever steel structure
CN112095798B (en) * 2020-08-31 2022-04-12 中国建筑第八工程局有限公司 Super high-rise double-layer super large cantilever steel structure

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