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Construction method for double-wall steel suspension cofferdam of main bridge bearing platform of super-large bridge

A construction method and technology for extra-large bridges, which are applied in excavation, bridges, bridge parts, etc., can solve the problems of difficulty in ensuring the quality of cofferdam assembly and welding and high construction difficulty.

Pending Publication Date: 2020-11-24
CHINA TIESIJU CIVIL ENG GRP CO 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 provide a construction method for the double-walled steel suspension box cofferdam of the main bridge cap of a super-large bridge, so as to at least solve the problems that the current cofferdam assembly and welding quality is difficult to guarantee, the cofferdam is lowered, and the underwater bottom sealing is difficult.

Method used

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  • Construction method for double-wall steel suspension cofferdam of main bridge bearing platform of super-large bridge
  • Construction method for double-wall steel suspension cofferdam of main bridge bearing platform of super-large bridge
  • Construction method for double-wall steel suspension cofferdam of main bridge bearing platform of super-large bridge

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Embodiment 1

[0072] The invention provides a construction method for a double-walled steel suspension box cofferdam of a main bridge cap of a super-large bridge. The cofferdam construction method includes the following steps:

[0073] Step S1, install the steel casing on the river bed, level the river bed, install the supporting corbel above the water surface of the steel casing, assemble the bottom keel and bottom plate of the cofferdam on the supporting corbel, and lay the bottom slab above the bottom keel; Assemble the bottom panel of the cofferdam above the periphery of the keel.

[0074] Step S2, install the cofferdam lowering system and floor hanging system on the steel casing, the lowering system is connected to the bottom section wall, the floor hanging system passes through the bottom plate and connects with the bottom keel, and the cofferdam is lowered to a self-floating state. Concrete is poured into the compartment of the cofferdam, and the cofferdam is lowered to a self-floati...

Embodiment 2

[0081] According to specific embodiments of the present invention, such as Figure 1-18 As shown, the present invention provides a double-walled steel hanging box cofferdam construction method for the main bridge cap of a super-large bridge; the main bridge of this super-large bridge is constructed in the Huaihe River channel, and the river bed of the Huaihe River at the construction position has large undulations and deep water depth. The construction method for the double-wall steel hanging box cofferdam of the super-large bridge main bridge; wherein, the double-wall steel hanging box cofferdam can be composed of the bottom keel 20, the bottom plate distribution beam, the bottom plate, the inner and outer wall steel plates (cofferdam side plates), The fully welded watertight structure composed of the support system in the wall, the compartment partition in the wall, the hoop stiffening plate, and the inner support has an outer plane size of 38.2m×23.2m, and the distance from ...

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Abstract

The invention provides a construction method for a double-wall steel suspension cofferdam of a main bridge bearing platform of a super-large bridge. The construction method comprises the following steps that S1, steel casings are built on a river bed, and the cofferdam is assembled on the portions, above the surface of water, of the steel casings; S2, the cofferdam is laid down, and internal supports are installed in the cofferdam; S3, top-sealing concrete is poured in the cofferdam, and accumulated water in the cofferdam is drained; S4, the portions from pier bodies to the lower side of the middle internal support are built, and connecting supports are arranged between the pier bodies and the inner wall of the cofferdam and between the pier bodies; S5, the portions from the pier bodies tothe top internal support are built, and connecting supports are arranged between the pier bodies and the inner wall of the cofferdam and between the pier bodies; S6, the pier bodies are built to be above the surface of water, building of the pier bodies is completed, and building of a large bridge main pier foundation is completed. Embedded parts are arranged on the pier bodies, supporting piecesare arranged between the pier bodies and the cofferdam and between the pier bodies, the supporting pieces are connected with the embedded parts, the support of the interior of the cofferdam is enhanced, and the structural strength of the cofferdam is ensured.

Description

technical field [0001] The invention belongs to the technical field of cofferdam construction for a cap of a main bridge, and in particular relates to a construction method for a cofferdam of a double-walled steel suspension box for a cap of a super-large bridge. Background technique [0002] With the rapid growth of my country's economy, the country's infrastructure continues to increase. In order to improve the convenience of transportation, it is often necessary to build a bridge with a large span on a large river, and the bridge cap is the key to the bridge. The cofferdam is a water surrounding structure independent of the bridge cap and the pier body. A safety barrier for foundation construction. The riverbed of the river is often not smooth, and the situation of the riverbed is complicated. In some rivers, the riverbed has large undulations and deep water depth, which increases the difficulty of cofferdam construction. In the case of large undulations of the riverbed,...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/66E02D5/28E02D17/04E02D19/04E02D19/10E02D19/06E01D21/00E01D19/02E01D101/24
CPCE01D19/02E01D21/00E01D2101/24E02D5/285E02D5/66E02D17/04E02D19/04E02D19/06E02D19/10E02D2250/0023E02D2300/002E02D2300/0029
Inventor 周江谢广恕储兵黄子阳杭兵
Owner CHINA TIESIJU CIVIL ENG GRP CO LTD
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