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Hanging basket structure and installation method for monitoring and measuring point layout on the lower surface of high-altitude beam

A technology of measuring point layout and beams, which is applied in the direction of building structure support, building structure support, building structure support scaffolding, etc., can solve the problems of time-consuming and material-consuming, low efficiency, etc., achieve accurate positioning, improve stability, ensure strength and safety effect

Active Publication Date: 2016-09-07
CHINA CONSTR SIXTH ENG DIV CORP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

This method is time-consuming and material-intensive, and the efficiency is extremely low

Method used

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  • Hanging basket structure and installation method for monitoring and measuring point layout on the lower surface of high-altitude beam
  • Hanging basket structure and installation method for monitoring and measuring point layout on the lower surface of high-altitude beam
  • Hanging basket structure and installation method for monitoring and measuring point layout on the lower surface of high-altitude beam

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Experimental program
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Embodiment 1

[0047] The installation method of the hanging basket structure used for the arrangement of monitoring and measuring points on the lower surface of the high-altitude beam comprises the following steps:

[0048] (1) Lift the hanging basket with a crane or a chain block, so that the two hanging baskets 1 are symmetrically placed on the left and right sides of the middle beam 11 .

[0049] (2) The span of the horizontal part of the "Π" shape frame 2 is placed on the upper surface of the middle cross beam 11, and the positioning steel plate 8 and the adjustment steel plate 9 on the lower chord of the "Π" shape frame 2 horizontal part are connected with the middle cross beam 11 Close the two sides of the hanging basket, pass the lead screw through the round holes on the positioning steel plate 8 and the adjustment steel plate 9, fasten the screw 10 with nuts, clamp the middle beam 11 with the positioning steel plate 8 and the adjustment steel plate 9, and make the hanging basket hori...

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Abstract

The invention discloses a hanging basket structure for high crossbeam lower surface monitoring point arrangement and an installation method. The installation method comprises the steps that two hanging baskets are hung to be symmetrically arranged on the left side and the right side of a middle crossbeam; the horizontal portions of frameworks are placed and fixed on the upper surface of the middle crossbeam in a crossing mode; lateral combination square steel pipes penetrate through mouth-shaped grooves in the crossbeam on the front sides and the back sides of the middle opening portions of the hanging baskets; hinged pins are inserted into pin holes to enable the lateral combination square steel pipes to be connected with the hanging baskets on the left side and the right side; the protruding portions on the two sides of longitudinal bottom plate connecting rods are clamped on the crossbeam at the hanging basket bottom plates; the protruding portions on the two sides of transverse bottom plate connecting rods are clamped on the two longitudinal bottom plate connecting rods on the outset side to enable the longitudinal bottom plate connecting rods to be fixedly connected; foot plates are laid on the hanging baskets, the longitudinal bottom plate connecting rods and the transverse bottom plate connecting rods. According to the installation method, the high altitude steel structure crossbeam lower surface monitoring point arrangement operation is safer and more convenient.

Description

technical field [0001] The invention relates to the field of steel structure monitoring, in particular to a special hanging basket structure for arranging monitoring and measuring points on the lower surface of a high-altitude steel structure beam and an installation method thereof. Background technique [0002] With the popularization of steel structure buildings, tall and large space steel structure buildings emerge in endlessly, and the technical problems of construction monitoring of high-altitude steel structures are becoming more and more prominent. The arrangement of construction monitoring measuring points on the lower surface of high-altitude steel structure beams has become a difficult point in the arrangement of construction monitoring measuring points because of its high height from the ground and inconvenient operating positions. Currently known in the field of steel structure monitoring, the high-bracket method is mainly used for the arrangement of monitoring m...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G3/00
Inventor 周俊龙余流邵辉黄克起王殿永高璞王安鑫李飞石丰祥
Owner CHINA CONSTR SIXTH ENG DIV CORP