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Assembled hoisting platform structure and construction method thereof

A platform structure and assembly technology, which is applied in the direction of housing structure support, housing structure support, scaffolding supported by housing structure, etc., can solve the problems of difficult design of the hanging platform below, large on-site welding workload, and irregular platform layout. , to achieve the effect of reducing the measurement workload, the on-site welding volume is small, and the measurement work is reduced

Inactive Publication Date: 2017-07-21
ZHEJIANG JINGGONG STEEL BUILDING GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

This method is time-consuming and labor-intensive, and the welding workload on site is large
At the same time, due to the deviation of the embedded parts, the design of the hanging platform below is difficult, and the layout of the platform is irregular

Method used

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  • Assembled hoisting platform structure and construction method thereof
  • Assembled hoisting platform structure and construction method thereof
  • Assembled hoisting platform structure and construction method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0016] The preferred embodiments of the present invention will be described in further detail in conjunction with the accompanying drawings.

[0017] Such as Figure 1-4 As shown, a prefabricated suspension platform structure, the platform structure is arranged on the bottom of the building, including several rectangular tube main beams 6, adjacent rectangular tube main beams 6 are connected by several rectangular tube secondary beams 8, adjacent rectangular tube secondary beams Platform planks 9 are arranged between the beams 8 ; round steel suspenders 4 are arranged at both ends of each rectangular tube main beam 6 , and the round steel suspenders 4 are connected to the floor surface through embedded parts 10 .

[0018] An adapter 7 is provided at the junction of the rectangular tube main beam 6 and the rectangular tube secondary beam 8, and the adapter 7 is a U-shaped steel channel.

[0019] A channel steel connector 1 is fixed on the bottom of the embedded part 10 , a con...

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PUM

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Abstract

The invention belongs to the field of building steel structures, and particularly relates to an assembled hoisting platform structure and a construction method thereof. The assembled hoisting platform structure is arranged on the bottom face of a building and comprises a plurality of rectangular pipe main beams, the adjacent rectangular pipe main beams are connected through a plurality of rectangular pipe subsidiary beams, and platform laying boards are arranged between the adjacent rectangular pipe subsidiary beams. Round steel hoisting rods are arranged at the two ends of each rectangular pipe main beam and connected with the bottom face of the building through embedded parts. According to the assembled hoisting platform structure and the construction method thereof, the problem that a hoisting point cannot be installed due to deviation of the embedded parts is solved, and construction precision of a hoisting platform is guaranteed; and the assembled structure is adopted, and construction efficiency can be greatly improved.

Description

technical field [0001] The invention belongs to the field of building steel structures, and in particular relates to an assembled hanging platform structure and a construction method thereof. Background technique [0002] In recent years, with the rise of the logistics express industry, the hanging system used for logistics transmission has become more and more widely used. The hanging platform system effectively utilizes the upper space and connects with the top concrete structure through embedded parts to ensure the use of the lower building. [0003] Due to the construction deviation of the embedded parts embedded in the bottom of the concrete structure, the traditional platform design needs to measure the actual position of the embedded parts first, and then design the platform structure according to the actual position. Such a method is time-consuming and labor-intensive, and the on-site welding workload is large. At the same time, due to the deviation of the embedded...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B5/10E04G3/22
CPCE04B5/10E04G3/22
Inventor 邢遵胜曹欢刘中华周鹏洋刘思丽肖湘张俊夫吴楚桥
Owner ZHEJIANG JINGGONG STEEL BUILDING GRP
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