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Construction method for prefabricating offshore wind power implanted socketed pile foundation bottom sealing concrete on land

A back-sealing concrete, offshore wind power technology, applied in infrastructure engineering, wind power generation, installation/support of wind turbine configuration, etc., to reduce offshore construction, facilitate onshore construction, and improve construction work efficiency.

Pending Publication Date: 2022-06-10
CHINA THREE GORGES RENEWABLES YANGJIANG POWER CO LTD
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  • Summary
  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The technical problem to be solved by the present invention is to provide a construction method of prefabricated offshore wind power implanted rock-socketed pile foundation back cover concrete, which overcomes the need for existing offshore wind power plants. The deficiencies in the pile-in foundation technology solve the problems in the prior art that the bottom-sealing concrete needs to be poured into the pile at sea, the construction efficiency is low, the construction ship and construction sea conditions are high, the offshore construction process is complicated, and the offshore construction cost is high.

Method used

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  • Construction method for prefabricating offshore wind power implanted socketed pile foundation bottom sealing concrete on land
  • Construction method for prefabricating offshore wind power implanted socketed pile foundation bottom sealing concrete on land
  • Construction method for prefabricating offshore wind power implanted socketed pile foundation bottom sealing concrete on land

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Embodiment Construction

[0029] In a preferred solution, in the steps S4 and S5, a plurality of attached vibrators are arranged at equal intervals on the outer surface of the steel pipe pile 1 to continuously vibrate during the grouting process.

[0030] In a preferred solution, in the step S5, after the grouting is completed, the steel mold 3 at the end B of the inner end of the steel pipe pile is not removed. In this step, the steel mold 3 is used to protect the grouting pipeline 71 from being damaged.

[0031] The above-mentioned embodiments are only preferred technical solutions of the present invention, and should not be regarded as limitations on the present invention. The embodiments in the present application and the features in the embodiments can be combined arbitrarily with each other if there is no conflict. The scope of protection of the present invention shall be the technical solution described in the claims, including equivalent replacements for the technical features in the technical ...

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Abstract

A construction method for onshore prefabricating bottom sealing concrete of an offshore wind power implanted rock-socketed pile foundation comprises the steps of pile body manufacturing, pouring hole and air outlet hole forming, grouting hole forming, primary pouring, secondary pouring, sealing and construction in sequence, and overcomes the defects in an existing offshore wind power implanted pile foundation technology. The problems of low construction efficiency, high requirements on construction ships and construction sea conditions, complex offshore construction links and high offshore construction cost due to the need of underwater pouring of bottom sealing concrete on an implanted pile on the sea in the prior art are solved, and the problems that the bottom sealing concrete is prefabricated on the land, vertical pouring cannot be achieved due to the long pipe pile, and the construction cost is low are solved. However, internal vibration and the like cannot be carried out by flat pouring, so that the land prefabricated bottom sealing concrete is easy to have the problems that the concrete is not compact and a cavity is formed in the concrete.

Description

technical field [0001] The invention belongs to the technical field of offshore wind power foundation construction, and relates to a construction method for onshore prefabricated offshore wind power embedded rock-socketed pile foundation bottom sealing concrete. Background technique [0002] In the construction of offshore wind power facilities, in order to adapt to the geological conditions of different sea areas, various foundation types are required. Among them, implanted rock-socketed foundations to adapt to shallow overburden geology have begun to be used in offshore wind power projects. For the rock-socketed construction technology of implanted piles, the back-sealing concrete of the implanted piles needs to be poured on site. It is more convenient and simple to pour the back-sealing concrete of the implanted piles on the traditional land or shallow water wharf, but for the construction of implanted piles for offshore wind power foundations, on-site Pouring concrete ha...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D27/42E02D27/12E02D5/38E02D5/40E02D15/04E02D5/66F03D13/25F03D13/20
CPCE02D27/425E02D27/12E02D5/38E02D5/40E02D15/04E02D5/665F03D13/25F03D13/22E02D2250/0007E02D2250/0023Y02E10/72Y02E10/727
Inventor 张凡滕华灯刘俊峰刘运志刘艾华熊仁树王维许新鑫倪道俊黄绍幸薛洋洋宋庆高智徐昕昀朱超万易东赵盼旺章嘉伟杨斌石磊刘碧飞
Owner CHINA THREE GORGES RENEWABLES YANGJIANG POWER CO LTD
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