Sheet pile and gravity combined type breakwater construction method

A construction method and technology of breakwaters, applied in the direction of breakwaters, sheet pile walls, and foundation structure engineering, etc., can solve problems such as increased difficulty in breakwater construction, difficulty in ensuring project progress, damage, etc., achieving good application prospects, small construction workload, The effect of high overall strength

Pending Publication Date: 2022-03-15
CCCC FOURTH HARBOR ENG CO LTD +2
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  • Abstract
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  • Claims
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AI Technical Summary

Problems solved by technology

[0004] As the construction of breakwaters continues to move towards deep waters, when faced with soft soil foundations or deep-water environments with harsh waves, the construction difficulty of breakwaters has greatly increased, and it is difficult to guarantee the progress of the project, and the resistance of the breakwater structure has been greatly challenged, and Very vulnerable to damage from cold snaps or high winds

Method used

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  • Sheet pile and gravity combined type breakwater construction method
  • Sheet pile and gravity combined type breakwater construction method

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Embodiment Construction

[0025] The technical solutions of the present invention will be further described below in conjunction with the accompanying drawings, which are intended to illustrate the present invention rather than limit the present invention. It should be pointed out that those skilled in the art can make some improvements and modifications to the present invention without departing from the principle of the present invention, and these improvements and modifications also fall within the protection scope of the present invention.

[0026] Aiming at the problem in the prior art that facing soft soil foundations in deep waters, it is difficult to carry out protective construction work, the present invention provides a construction method for sheet pile gravity-combined breakwaters, please refer to figure 1 , which is a flowchart of the present embodiment, the construction method includes the following construction steps:

[0027] S1: Prefabricated breakwater components: prefabricate breakwa...

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Abstract

The invention discloses a sheet pile gravity type breakwater construction method which comprises the following construction steps: S1, prefabricating breakwater components such as a bottom plate, sheet piles, a bearing body and a wave dissipation hole, and transporting the breakwater components to a construction site; s3, laying a bottom plate; s4, mounting a bearing body; and S5, the wave dissipation holes are assembled, and the breakwater structure is obtained. The construction method is easy and convenient to construct, short in construction period, free of a large amount of riprap operation, small in environmental pollution, capable of being widely applied to muddy coast or soft soil foundations in deep water areas and good in application prospect.

Description

technical field [0001] The invention belongs to the technical field of water conservancy engineering, and in particular relates to a construction method of a sheet pile gravity-combined breakwater. Background technique [0002] Breakwaters are an important part of the artificial protection of coastal ports and are usually located on the periphery of port waters. The function of the breakwater is to prevent the intrusion of waves and form a sheltered water area, which can block the impact of waves, enclose the harbor basin, maintain a stable water surface to protect the port from bad weather, for safe berthing and operation of ships, and to prevent port Pool siltation and wave erosion shoreline. [0003] In the existing technology, it can be divided into two types: heavy and light according to the structure type. The heavy breakwater is a traditional and more commonly used breakwater type, including straight wall embankment, slope embankment and mixed embankment, etc.; light...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B3/06E02B3/10E02B8/06E02D5/10E02B3/16
CPCE02B3/06E02B3/10E02B8/06E02D5/10E02B3/16Y02A10/11
Inventor 陶金张亚鑫王雪刚林美鸿陈进滕超董洪静何丽平温承永
Owner CCCC FOURTH HARBOR ENG CO LTD
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