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Cantilever frame of tool type profile steel cantilever scaffold

A cantilevered scaffolding and tool-type technology, which is applied to the accessories of the scaffolding, the scaffolding supported by the building structure, the support of the building structure, etc. The process is cumbersome and other problems to achieve the effect of reducing safety risks, improving operation safety and solid structure

Active Publication Date: 2014-12-10
CHINA HUASHI ENTERPRISES
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

When the existing cantilever frame is used, the stability of the structure between the cantilevered steel beam and the connecting beam is poor. Because the cantilevered steel beam and the connecting beam are not on the same level, it is not convenient to close and secure the overlapping place of the cantilevered steel beam and the connecting beam. Protection, the operation process is cumbersome when setting up the scaffolding sweeping pole on the suspension frame
Therefore, when the existing cantilever frame is used, the labor intensity is high when the operator performs safety protection and erects the sweeping pole.

Method used

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  • Cantilever frame of tool type profile steel cantilever scaffold
  • Cantilever frame of tool type profile steel cantilever scaffold
  • Cantilever frame of tool type profile steel cantilever scaffold

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0033] Such as figure 1 As shown, the cantilever frame of the tool-type steel cantilevered scaffolding includes a support structure and a bottom protection plate, wherein the bottom protection plate is fixed above the support structure, and the support structure includes a plurality of transverse cantilevered steel beams 1, a plurality of Longitudinal cantilevered steel beams 2 arranged vertically, and corner cantilevered steel beams 3 arranged at corners of the building. The horizontal cantilevered steel beam 1, the longitudinal cantilevered steel beam 2 and the corner cantilevered steel beam 3 of this embodiment are all fixed on the building floor and cantilevered after crossing the building edge beam 16. In order to prevent the horizontal cantilevered steel beam from 1 and the longitudinal cantilevered steel beam 2 are offset. In this embodiment, U-shaped anchor bolts are used to strengthen and fix the transverse cantilevered steel beam 1 and the longitudinal cantilevered s...

Embodiment 2

[0036] This embodiment makes the following further limitations on the basis of Embodiment 1: the extension line of the central axis of the horizontal connecting beam 4 and the longitudinal connecting beam 5 in this embodiment and the extension line of the central axis of the corner cantilevered steel beam 3 The included angles are all 45°.

Embodiment 3

[0038] This embodiment makes the following further limitations on the basis of Embodiment 2: the transverse cantilevered steel beam 1 and the longitudinal cantilevered steel beam 2 of this embodiment are provided with right-angled connectors 6, wherein the transverse connecting beam 4 passes through It is connected to the longitudinal cantilevered steel beam 2 on the right-angled connector 6 , and the longitudinal connecting beam 5 is connected to the transverse cantilevered steel beam 1 by being connected on the right-angled connector 6 . The corner cantilevered steel beam 3 is provided with a corner connector 7, and the horizontal connecting beam 4 and the longitudinal connecting beam 5 connected with the corner cantilevered steel beam 3 are connected to the corner cantilevered steel beam through the corner connector 7. 3 connections.

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PUM

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Abstract

The invention discloses a cantilever frame of a tool type profile steel cantilever scaffold. The cantilever frame comprises a supporting structure and a base protection plate fixed above the supporting structure. The supporting structure comprises a plurality of horizontal cantilever girders, which are horizontally arranged, a plurality of longitudinal cantilever girders, which are longitudinally arranged, and a corner cantilever girder arranged on the corner of the building. Longitudinally arranged longitudinal connecting girders are connected between two adjacent horizontal cantilever girders, overhanging towards the same side of the building, as well as the adjacent corner cantilever girder and horizontal cantilever girders. Horizontally arranged horizontal connecting girders are connected between two adjacent longitudinal cantilever girders, overhanging towards the same side of the building, as well as the adjacent corner cantilever girder and longitudinal cantilever girders. The horizontal cantilever girders, the longitudinal cantilever girders, the corner cantilever girders, the horizontal connecting girders and the longitudinal connecting girders are on the same horizontal plane. The cantilever frame is smooth in the surface, convenient to perform enclosed safety protection and set up bottom horizontal tubes and high in operator safety during setting up of the scaffold and following works.

Description

technical field [0001] The invention relates to a force bearing system of a cantilevered scaffold, in particular to a cantilevered frame of a tool-type steel cantilevered scaffold. Background technique [0002] Cantilevered scaffolding is a kind of construction scaffolding erected by using the support structure suspended on the building. The body of the cantilevered scaffolding can be suspended in sections along the vertical direction of the building, which can meet the needs of external scaffolding of different heights. Cantilevered scaffolding makes up for the height limitation of floor-standing scaffolding, and is simpler than lifting scaffolding. With the increasing number of high-rise buildings, the application of cantilevered scaffolding is becoming more and more extensive. [0003] The cantilevered scaffolding is mainly composed of a cantilevered frame and a fastener-type steel pipe scaffold. The cantilevered frame is used as a load-bearing structure, and a cantilever...

Claims

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Application Information

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IPC IPC(8): E04G3/18E04G5/04
Inventor 曾长安黄光洪赵立春周俊
Owner CHINA HUASHI ENTERPRISES
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