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Splicing structure to assist rapid hoisting of high-rise steel beams

A steel beam, fast technology, applied in building construction, building material processing, construction and other directions, can solve the problems of troublesome operation, high risk, complicated connection operation, etc., to achieve strong connection stability, easy to strengthen connection, realize Free and fixed effects

Active Publication Date: 2022-04-05
南京明辉建设有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, it is extremely troublesome to carry out this operation at high altitude. Not only does the crane need to be unable to unhook for a long time to wait for the bolts to be connected, but it also requires a lot of labor during the work. In addition, the connection of steel beams is extremely dangerous and the connection operation is extremely complicated.

Method used

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  • Splicing structure to assist rapid hoisting of high-rise steel beams
  • Splicing structure to assist rapid hoisting of high-rise steel beams
  • Splicing structure to assist rapid hoisting of high-rise steel beams

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Experimental program
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Effect test

Embodiment

[0042] The embodiment of the present application discloses a splicing structure for assisting rapid hoisting of high-rise steel girders.

[0043] refer to figure 1 and figure 2 ,, a splicing structure for assisting the rapid hoisting of a high-rise steel girder 1, including a splicing plate 11 and a splicing frame 2 fixed at the end of the steel girder 1.

[0044] refer to figure 1 and figure 2 , the splicing plate 11 is fixed on the end face of the steel beam 1 , the shape of the splicing plate 11 is the same as the cross-sectional shape of the steel beam 1 , and the size of the splicing plate 11 is larger than that of the steel beam 1 . The splicing plate 11 and the steel beam 1 can be fixed by means of welding, bolt connection or the like.

[0045] refer to image 3 , the splicing frame 2 is in the shape of a rectangular frame, and the size and shape of the inner hole of the splicing frame 2 are the same as the size and shape of the splicing plate 11, that is, after ...

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Abstract

This application relates to the field of building construction, in particular to a splicing structure for assisting high-rise steel girders to be quickly hoisted, including a splicing frame and a splicing plate fixed at the end of the steel beam, and the splicing plate can be inserted into the splicing frame; the splicing Each side of the frame is rotatably connected with a rotating sleeve, and the hook body is fixedly connected to the rotating sleeve. The splicing frame is adjacent to or opposite to the direction of the hook body. The elastic element in the splicing frame; each side of the splicing plate is provided with connecting holes, and the rotation of the rotating sleeve can drive the hook body to pass through the connecting holes of the adjacent steel beam splicing plates. The application has the effect of facilitating the rapid splicing of steel beams.

Description

technical field [0001] The present application relates to the field of building construction, in particular to a splicing structure for assisting the rapid hoisting of high-rise steel beams. Background technique [0002] Steel beams are beams made of steel, and high-rise steel structure beams are widely used and replicated because of their simple and quick connection methods; , will cause a lot of labor and mechanical loss to the construction, increase the construction cost, and also have potential safety hazards during the installation process. [0003] In the prior art, after the steel girders are hoisted to a suitable position, the biggest problem is the connection between the steel girders. Generally, in order to ensure the connection between the two steel girders, a large number of bolts are used between the two steel girders. to connect. However, it is extremely troublesome to carry out this operation at high altitude. Not only does the crane need to be unable to unh...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/58E04B1/24E04G21/14
CPCE04B1/5831E04B1/24E04B1/2403E04G21/14E04B2001/5875E04B2001/2406E04B2001/2421E04B2001/2451E04B2001/2457
Inventor 张孝锐杭前根赵坚孙信龙蒋厚生
Owner 南京明辉建设有限公司
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