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Offshore adjustable multi-leg jacket swivel pile foundation and its construction method

A construction method and jacket technology, which are used in infrastructure engineering, construction, wind power generation, etc., can solve the problems of difficult construction, difficult leveling, and easy inclination of the jacket, so as to reduce the difficulty of piling, and reduce the length and diameter of the pile. requirements and the effect of reducing the difficulty of construction

Active Publication Date: 2022-05-17
丁红岩 +3
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The present invention focuses on solving the technical problems that the existing multi-pile jacket foundation structure pile foundation is difficult to construct and the jacket is easy to tilt and difficult to level, and provides a multi-leg jacket rotary pile foundation that can be leveled at sea and its construction method , can increase the bearing capacity of the foundation, achieve precise leveling, and improve construction efficiency

Method used

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  • Offshore adjustable multi-leg jacket swivel pile foundation and its construction method
  • Offshore adjustable multi-leg jacket swivel pile foundation and its construction method
  • Offshore adjustable multi-leg jacket swivel pile foundation and its construction method

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Embodiment Construction

[0032] In order to further understand the invention content, characteristics and effects of the present invention, the following examples are given, and detailed descriptions are as follows in conjunction with the accompanying drawings:

[0033] Such as figure 1 As shown, the present invention discloses an offshore levelable multi-leg jacket swivel pile foundation, which includes a jacket 1 , a plurality of identical annular tubes 2 and a plurality of identical swivel piles 3 . A plurality of identical annular cylinders 2 can be arranged in a horizontal plane according to a line connecting their center points to form a regular polygon. The upper parts of the plurality of annular cylinders 2 are jointly connected to the jacket 1, and the plurality of annular cylinders 2 and the plurality of swivel piles 3 One-to-one connection.

[0034] In this embodiment, the jacket 1 is a truss structure formed by connecting three identical main legs 11 and several supporting structures 12. ...

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Abstract

The invention belongs to the technical field of offshore foundation structures, and discloses a multi-leg jacket swivel pile foundation that can be leveled at sea and a construction method thereof. The lower part of the jacket is connected with a plurality of annular tubes, and each annular tube is provided with a temporary fixing device. and water supply and drainage valves; each annular cylinder is connected with a swivel pile through the grouting of its inner cylinder. The swivel pile includes a pile body and a swivel bearing blade arranged on the outside of the pile body. The swirl bearing blade is used to screw into the foundation to provide main bearing capacity. The invention transforms the traditional guide frame construction into suction sinking and leveling operation, and transforms the traditional piling construction into swivel pile into the mud operation. At the same time, multiple annular tubes are used for precise positioning and underwater leveling, which can increase the bearing capacity of the foundation , to achieve precise leveling and improve construction efficiency.

Description

technical field [0001] The invention belongs to the technical field of offshore foundations, and in particular relates to an offshore levelable multi-leg jacket foundation and a construction method thereof. Background technique [0002] In the design and use of offshore multi-pile jacket foundation structures, the pile foundation plays a vital role. The load on the jacket is transmitted to the seabed through the pile foundation, thereby stabilizing the entire jacket platform. The current multi-pile jacket foundation structure and construction are generally in two forms: first, the steel pipe piles are driven in, and then the jacket is installed (pile first method); the jacket is installed first, and then the steel pipe piles are driven into each guide hole (back pile method). These two methods have certain requirements on the verticality of the pile body, the error of the pile top and the flatness of the seabed. At the same time, it is difficult to control the levelness of ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D27/42E02D27/12E02D27/52
CPCE02D27/42E02D27/12E02D27/52Y02E10/727
Inventor 王武斌丁红岩林毅峰张浦阳张权黄宣旭乐丛欢
Owner 丁红岩
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