Unloading platform

A technology of unloading platform and loading and unloading platform, which is applied in the processing of building materials, instruments, construction, etc., can solve the problems of poor anti-overturning stability, easy overloading, unclear real-time load, etc., to ensure stability, prevent overturning, Anti-slip effect

Pending Publication Date: 2021-05-28
BEIJING URBAN CONSTR GROUP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the embodiment of the present application is to provide an unloading platform, which is used to solve the problems of the existing unloading platform, such as poor anti-slip and anti-overturning stability of steel beams and easy overloading due to unclear real-time loads

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Embodiment Construction

[0038] The following will clearly and completely describe the technical solutions in the embodiments of the application with reference to the drawings in the embodiments of the application. Apparently, the described embodiments are only some of the embodiments of the application, not all of them. The components of the embodiments of the application generally described and illustrated in the figures herein may be arranged and designed in a variety of different configurations. Accordingly, the following detailed description of the embodiments of the application provided in the accompanying drawings is not intended to limit the scope of the claimed application, but merely represents selected embodiments of the application. Based on the embodiments of the present application, all other embodiments obtained by those skilled in the art without making creative efforts belong to the scope of protection of the present application.

[0039] In this application, the terms "upper", "lower...

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Abstract

The embodiment of the invention provides an unloading platform. The unloading platform comprises a plurality of mounting main beams, a loading and unloading table and a stabilizing mechanism. Each mounting main beam comprises a fixed section and a cantilever section, wherein the fixed section is used for being arranged on the top face of a main body structure, the end of the fixed section is provided with a first connecting part used for being connected with the top face of the main body structure, and/or the bottom face of the cantilever section is provided with a second connecting part used for being connected with the side face of the main body structure. The loading and unloading table is arranged on the cantilever sections. The stabilizing mechanism comprises an extrusion connecting piece, wherein one end of the extrusion connecting piece is in extrusion connection with the top faces of the fixed sections, and the other end of the extrusion connecting piece is used for being in extrusion connection with a top structure; and/or the stabilizing mechanism comprises a supporting connecting piece, wherein one end of the supporting connecting piece is in supporting connection with the cantilever sections, and the other end of the supporting connecting piece is used for being connected with a bottom structure. According to the unloading platform, the anti-sliding stability of the mounting main beams is guaranteed, and the anti-overturning stability of the unloading platform is guaranteed; and the load of a material bearing table on the loading and unloading table can be monitored in real time, and the situation of overload is avoided.

Description

technical field [0001] The present application relates to the technical field of building construction equipment, in particular, to a discharge platform. Background technique [0002] The unloading platform is a variety of temporary operating platforms and operating frames that are often set up on the construction site, and is generally used for material turnover. The unloading platform is generally divided into floor unloading platform, cantilever unloading platform and other forms. At present, the most commonly used in high-rise buildings is the cable-stayed section steel cantilever unloading platform. The main force-bearing method is to fix the section steel main girder to the floor through the pre-embedded steel bar, and then reserve holes or pre-embed the steel bar pull ring on the upper floor structure. , the end of the steel cantilever beam is obliquely pulled by the steel wire rope to form a hanging stress system. However, the steel girders of this cable-stayed sec...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/16G16Y40/10
CPCE04G21/166G16Y40/10
Inventor 王振奇路海龙王振豪
Owner BEIJING URBAN CONSTR GROUP
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