Steel pipe and corrugated steel plate combined hanging box cofferdam and construction method

A technology of corrugated steel plate and corrugated steel, which is applied in the direction of infrastructure engineering, construction, etc., can solve the problems of poor construction economy, long construction period, and slow construction speed, and achieve the effects of short construction period, saving construction period and reducing usage

Pending Publication Date: 2022-07-29
CCCC SECOND HIGHWAY ENG CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In order to obtain more reliable bearing capacity and good sealing performance, the traditional steel suspension box needs to invest a large amount of steel, and the amount of later recovery is small, and the construction economy is poor
In addition, the construction method of on-site assembly and lowering is often used during construction. The traditional steel hanging box cofferdam has a large amount of section steel, many connections between section steel, and slow construction speed, which will lead to a long construction period and is greatly affected by environmental factors.

Method used

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  • Steel pipe and corrugated steel plate combined hanging box cofferdam and construction method
  • Steel pipe and corrugated steel plate combined hanging box cofferdam and construction method
  • Steel pipe and corrugated steel plate combined hanging box cofferdam and construction method

Examples

Experimental program
Comparison scheme
Effect test

Example Embodiment

[0032] Example 1

[0033] like Figure 1~Figure 3 , Figure 10 As shown, a steel pipe and corrugated steel plate combined hanging box cofferdam includes a bottom mold system and a side plate system connected to the upper part of the bottom mold system, wherein: the bottom mold system includes a plurality of main load-bearing beams 9, corrugated Steel base plate 8, the main load-bearing beams 9 are fixedly connected end to end to form a frame structure, and the corrugated steel base plate 8 is arranged above the frame structure; the side plate system is a box-shaped structure, including a A plurality of vertically arranged steel pipes 1 are distributed, and corrugated steel wall plates 2 are fixedly connected between adjacent steel pipes 1. The axis direction of the steel pipes 1 is perpendicular to the corrugated cross-section of the corrugated steel wall plates 2, so The inside of the box-type structure of the side plate system is provided with a support assembly for supportin

Example Embodiment

[0035] Example 2

[0036] Preferably, on the basis of Embodiment 1, in this embodiment, as Figure 4 As shown, the corrugated steel wall plate 2 and the steel pipe 1 are fixed by welding, and a stiffening plate 101 is provided at the welding place between the corrugated steel wall plate 2 and the steel pipe 1 .

[0037] In the actual use process, the corrugated steel wall plate 2 and the steel pipe 1 are fixed by welding, and the welding place between the corrugated steel wall plate 2 and the steel pipe 1 is provided with a stiffening plate 101 to ensure the wave shape. The connection strength of the steel wall plate 2 and the steel pipe 1.

Example Embodiment

[0038] Example 3

[0039] Preferably, on the basis of Embodiment 1, in this embodiment, the thickness of the corrugated steel wall plate 2 is ≥10 mm, the wavelength range of the corrugated steel wall plate 2 is 600-800 mm, and the wave height range is 220-300 mm.

[0040] In the actual use process, the side plate system of the present invention uses the corrugated steel wall plate as the bearing surface. By referring to the corrugated steel plate, the thickness of the corrugated steel wall plate 2 is ≥ 10mm, and the wavelength range of the corrugated steel wall plate 2 is 600-800mm. , the wave height range is 220 ~ 300mm, which reduces the number of connections with the steel pipe, making it have a faster construction speed. Under the condition of satisfying the lateral stiffness, the corrugated steel plate can give full play to the high strength, strong durability, short construction period, Economical features.

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Abstract

The invention relates to a fence structure for bridge foundation construction, in particular to a steel pipe and corrugated steel plate combined hanging box cofferdam and a construction method. The invention discloses a steel pipe and corrugated steel plate combined hanging box cofferdam. A bottom die system comprises a plurality of main bearing beams and a corrugated steel bottom plate, wherein the main bearing beams are fixedly connected end to end to form a frame structure; the side plate system is of a box type structure and comprises a plurality of vertically-arranged steel pipes evenly distributed around the box type structure, corrugated steel wall plates are fixedly connected between the adjacent steel pipes, and supporting assemblies used for supporting the steel pipes and the corrugated steel wall plates are arranged in the box type structure of the side plate system. The corrugated steel wall plates and the steel pipes are welded to form the powerful lateral water blocking fence, the corrugated steel wall plates and the steel pipes are uniformly machined and manufactured in a factory and transferred to a construction site to be assembled and lowered after being formed, the construction period is shortened, meanwhile, the corrugated steel plates are arranged as bottom plates, the rigidity of the corrugated steel plates is large, profile steel back ridges can be reduced, and the construction cost is reduced. The steel input of the cofferdam is reduced, and the construction cost is saved.

Description

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Claims

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Application Information

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Owner CCCC SECOND HIGHWAY ENG CO LTD
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