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Combined cofferdam suitable for offshore large-size bearing platform construction

A combined cofferdam and large-volume technology, which is applied in infrastructure engineering, construction, etc., can solve the problems of easy deviation measurement and positioning, large material usage, and difficult cofferdam sinking, etc., so as to save the use of pipe pile steel , small safety risks, good economic and social benefits

Pending Publication Date: 2021-08-06
CHINA RAILWAY CONSTR BRIDGE ENG BUREAU GRP NO 4 ENG +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The technical problem to be solved by the present invention is: in the case of ultra-thick silt layer geology and large-volume cap construction, the existing construction cofferdam materials use too much, the cost is high, the cofferdam is difficult to sink, easy to deviate and Problems such as difficult measurement and positioning; and then provide a combined cofferdam suitable for large-volume cap platform construction in the sea

Method used

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  • Combined cofferdam suitable for offshore large-size bearing platform construction
  • Combined cofferdam suitable for offshore large-size bearing platform construction
  • Combined cofferdam suitable for offshore large-size bearing platform construction

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Embodiment Construction

[0018] The technical solutions of the present invention are further illustrated in conjunction with the accompanying drawings.

[0019] like Figure 1 to 5 As shown, a combination cofferdam for sea large volume bearing construction includes a plurality of steel pipe directions 1, a plurality of connection lock 2, a plurality of steel 3, a plurality of field steels 5 and a plurality of temporary The bracket 6, multiple sockets 4 are divided into multiple sets, each column is vertically disposed in parallel, and each of the peripheral welding of each collar 4 has a circle steel 3, and each of the type steel is the first tail of multiple steel. Successfully welded, and arranged in two layers of steel; the multi-steel pipe main pipe 1 is arranged, and the adjacent two steel pipe main pipes are connected between the connecting lock 2, and the row of steel pipe main pipe On the periphery of the multi-column bench and soldered on the steel 3, the adjacent two colors are displaced and conn...

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Abstract

The invention discloses a combined cofferdam suitable for offshore large-size bearing platform construction, relates to the field of constructional engineering, and aims to solve the problems that under the conditions of super-thick silt layer geology and large-size bearing platform construction, an existing constructed cofferdam is too high in material consumption, high in cost, difficult in sinking, prone to deviation, high in measurement and positioning difficulty and the like. The combined cofferdam suitable for offshore large-size bearing platform construction comprises a plurality of main steel pipes, a plurality of connecting lock catches and a plurality of pieces of profile steel; a plurality of bearing platforms are arranged in multiple columns; each column of bearing platforms is formed by vertically arranging the plurality of bearing platforms side by side; a circle of profile steel is welded to the periphery of each bearing platform; the multiple main steel pipes are arranged in rows; every two adjacent main steel pipes are connected through a connecting lock catch; the rows of main steel pipes surround the peripheries of the multiple columns of bearing platforms and are welded to the profile steel; and every two adjacent columns of bearing platforms are arranged in a staggered mode and are connected through one row of main steel pipes. The combined cofferdam is used for fixing the bearing platforms.

Description

Technical field [0001] The present invention relates to the field of construction engineering, in particular to a combination of a large number of large-volume gauges for sea. Background technique [0002] During the construction of the sea, the steel plate pile cofferdam is usually used, and the Shuangshuang Steel Fujun is usually used. Because the typhoon high-risk region and geological laminar plastic silty clay clay, the engineering nature is poor, especially for geological exploration Clearly, the construction of large volume concrete is highly safe and secure, but the construction flexibility is poor, transportation, assembly and demolition, etc., the safety risk is very large. [0003] In the face of the above situation, some engineering teams use Shuangwu Subai Construction Jobs to avoid quality accidents and ensure safety. However, this operation is not applicable in such operations in the case of ultra-thick silt layers, and the reason is that the silt layer thickness i...

Claims

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Application Information

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IPC IPC(8): E02D19/04
CPCE02D19/04
Inventor 巨宏亮唐小军任培涛于立谦于海洲郭刚程为刘志平周伟尤春颖王雷
Owner CHINA RAILWAY CONSTR BRIDGE ENG BUREAU GRP NO 4 ENG
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