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Single and double-wall combined steel cofferdam construction method and its single and double-wall combined steel cofferdam

A construction method, steel cofferdam technology, applied in the direction of infrastructure engineering, construction, etc., can solve problems such as waste of materials, unfavorable insertion and fixing of steel sheet piles, and failure to seal the bottom, so as to achieve low cost investment, low construction difficulty, and project progress fast effect

Active Publication Date: 2009-02-18
THE 5TH ENG MBEC
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] When the geological conditions are not complicated, steel sheet pile cofferdams and double-wall steel cofferdams are usually used for construction. When the elevation is basically close, since there is basically no covering layer, it is not conducive to the insertion and fixing of steel sheet piles. Steel sheet pile cofferdams are used for construction. Steel sheet pile cofferdams cannot be sealed at the bottom and there is no way to block water; Low, fully adopting double-wall steel cofferdams is a waste of materials, and it is not very suitable for double-wall steel cofferdams from an economic point of view

Method used

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  • Single and double-wall combined steel cofferdam construction method and its single and double-wall combined steel cofferdam
  • Single and double-wall combined steel cofferdam construction method and its single and double-wall combined steel cofferdam
  • Single and double-wall combined steel cofferdam construction method and its single and double-wall combined steel cofferdam

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Embodiment Construction

[0025] The present invention is described in further detail below in conjunction with embodiment.

[0026] A construction method of single and double wall combined steel cofferdam:

[0027] A. After the individual parts of the single- and double-wall combined steel cofferdam are manufactured in blocks, they are transported to the flat assembly site on the shore and beach through the river access road to assemble part 1 of the bottom section side plate cofferdam, and the bottom section side The location of the assembly site for the slab cofferdam 1 should consider the requirements for the bottom section and side slab cofferdam 1 to go down the river. When floating (the ground elevation of the site is below 25.5m so that the cofferdam can be floated out of the assembly site when the water level is 27.0m), when assembling the bottom section side plate cofferdam 1, use the blocking dam to isolate it from the river, and the bottom section side plate enclosure After the weir 1 is a...

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Abstract

The invention discloses a single-wall and double-wall combined steel cofferdam construction method and a single-wall and double-wall combined steel cofferdam. The single-wall and double-wall combined steel cofferdam construction method includes the following steps: firstly, assembling the bottom segment side plate of the cofferdam at an assembly field; then floating to the position of a pier; after that, injecting concrete into the foot blade and assembling the top segment of cofferdam and the top segment inclined strut; then positioning, cleaning up the pedestal, building a boring platform, installing a steel casing and stacking the sandbags sequentially; after that, injecting bottom seal concrete, and boring the pier for injection; finally, after the pier pedestal is constructed, pumping the water, cutting off the steel casing, chiseling off the laitance at the head of the pier and beginning the construction of a bearing board. The bottom segment side plate of the cofferdam is composed of circular external and internal wall panels, and the top segment side plate of the cofferdam is fixed on the circular external wall panel. The invention has the advantages of fast engineering speed, small construction difficulty and small cost investment, and the top segment side plate can be used repeatedly and is high in recovery rate; the invention overcomes the difficulties at the time of no bottoming concrete thickness; the circular sealing concrete between the bearing board and the cofferdam also has the effect of resisting water.

Description

technical field [0001] The invention relates to a bridge construction method, in particular to a single-double-wall combined steel cofferdam construction method and a single-double-wall combined steel cofferdam construction method using stacked sandbags and ring sealing methods for bridge engineering construction without the thickness of the bottom seal of the cofferdam weir. Background technique [0002] With the rapid development of my country's economy, the construction of transportation infrastructure has also been developed rapidly. At the same time, the number of bridges built on the rivers and lakes of our country has also increased. As everyone knows, building a bridge at first will build bridge piers in water, and building bridge piers will adopt cofferdams in water to drain the water therein before construction. [0003] As a temporary facility for bridge foundation construction, the cofferdam is mainly used as a waterproof device for foundation construction in wa...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D19/04
Inventor 孙国光彭建萍赵则锋叶绍其黄元群陈爱军王晓敏韩井东
Owner THE 5TH ENG MBEC
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