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Roof floor-standing support and construction method thereof

A construction method and a floor-to-ceiling technology, which can be applied to pillars, protective buildings/shelters, and earthquake resistance, and can solve problems such as difficulty in ensuring the installation quality of pre-embedded supports, so as to avoid high-altitude welding, ensure compactness, and improve Effect of pour quality

Active Publication Date: 2022-07-12
CHINA CONSTR EIGHT ENG DIV CORP LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to overcome the defects of the prior art, provide a floor-standing roof support and its construction method, and solve the problem that it is difficult to ensure the installation quality of the pre-embedded support in the prior art

Method used

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  • Roof floor-standing support and construction method thereof
  • Roof floor-standing support and construction method thereof
  • Roof floor-standing support and construction method thereof

Examples

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Embodiment Construction

[0050] The present invention will be further described below with reference to the accompanying drawings and specific embodiments.

[0051] see figure 2 , showing a front view of an embodiment of the roof floor-standing support of the present invention. Figure 3 is figure 2 A schematic diagram of the A-A orientation. Figure 4 for figure 2 Schematic of the B-B orientation. Figure 5 for figure 2 Schematic of the C-C orientation. combine Figure 2 to Figure 5 As shown, the roof floor-standing support of the present invention includes:

[0052] erect a beam-column frame 10 fixed on the ground;

[0053] The square table frame 20 integrally fixed on the top of the beam-column frame 10, the top of the square table frame 20 forms an obliquely arranged mounting plate 21;

[0054] The concrete poured on the beam-column frame 10 and the square platform frame 20 to form the frame concrete structure; and

[0055] The anti-vibration structure 30 is mounted on the mounting pl...

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Abstract

The invention relates to a roof floor-type support and a construction method thereof, wherein the support comprises: a beam-column frame erected and fixed on the ground; a square platform frame integrally fixed on the top of the beam-column frame, and the top of the square platform frame forms an inclined The installation board installed in the direction; the concrete poured on the beam-column skeleton and the square table skeleton to form the skeleton concrete structure; the seismic structure installed on the installation board. By welding and connecting the steel column, steel beam and square table frame, it is fixed into an integrated structure, and then transported to the construction site. After the components arrive on site, there is no need for secondary welding and assembly, avoiding high-altitude welding. Improve efficiency. It is convenient and quick to be installed in place by integral hoisting. The invention can solve the problem in the prior art that it is difficult to ensure the installation quality of the embedded support.

Description

technical field [0001] The invention relates to the field of building construction, in particular to a roof floor support and a construction method thereof. Background technique [0002] see figure 1 , showing a schematic diagram of a steel structure roof support in the prior art. combine figure 1 As shown, the roof support is a pre-embedded support, including a square platform 10a, an anti-seismic ball bearing 20a fixed on the top plate of the square platform 10a, and a box body 30a fixed on the anti-seismic ball bearing 20a. When the support is installed, the embedded board 40a is used to embed the concrete structure 50a, and the square platform 10a is fixed on the embedded board 40a to realize the support installation. [0003] However, during the installation of pre-embedded supports, there are often problems such as too large deviation of the pre-embedded elevation in the concrete structure, excessive deviation of the positioning axis of the pre-embedded parts, deta...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04C3/36E04C3/293E04B1/36E04B1/98E04H9/02E04G21/02
CPCE04C3/36E04C3/293E04B1/36E04B1/98E04H9/021E04G21/02
Inventor 杨鸿玉危鼎陈新喜柴干飞李赟李新齐蒋佳磊余少乐蔡睿欣吴光辉周军红杨媛鹏唐银波王庚庚
Owner CHINA CONSTR EIGHT ENG DIV CORP LTD
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