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Construction method for underwater positioning of embedded rock-socketed foundation steel pipe pile

A construction method and technology for steel pipe piles, which are applied in basic structure engineering, sheet pile walls, buildings, etc., can solve the problems of difficulty in ensuring installation accuracy, heavy steel pipe piles, and difficulty in construction, and achieve high installation accuracy and construction. The effect of simplicity and simplification of the construction process

Pending Publication Date: 2022-07-22
THE 5TH ENG MBEC
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The steel pipe piles implanted in the rock-socketed foundation are heavy, long, and the top of the pile is below the water surface. It is difficult to locate the steel pipe piles underwater during construction, and the installation accuracy is difficult to guarantee.

Method used

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  • Construction method for underwater positioning of embedded rock-socketed foundation steel pipe pile
  • Construction method for underwater positioning of embedded rock-socketed foundation steel pipe pile
  • Construction method for underwater positioning of embedded rock-socketed foundation steel pipe pile

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Embodiment Construction

[0027] The present invention will be further described in detail below with reference to the accompanying drawings and in conjunction with the embodiments.

[0028] combined with Figure 1-8 , an implementation manner of a construction method for underwater positioning of steel pipe piles implanted in rock-socketed foundations:

[0029] A. A pair of main lifting lugs 2 are symmetrically welded on the left and right outer side walls of the upper part of the steel pipe pile 1, and a pair of limit devices 3 are symmetrically welded on the front and rear outer side walls of the upper part of the steel pipe pile 1. The positioning device 3 is on the same horizontal plane; the two main lifting lugs 2 and the two limiting devices 3 together constitute the steel pipe pile positioning device;

[0030] B. The upper end of the hoisting wire rope 12 is hung on the floating hook 13 before the hoisting, and the lower end of the hoisting wire rope 12 is fixed on the hanging lug 14 of the ha...

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Abstract

The construction method comprises the steps that a pair of main lifting lugs is arranged on the left outer side wall and the right outer side wall of the same horizontal plane of the upper portion of the steel pipe pile, a pair of limiting devices is arranged on the front outer side wall and the rear outer side wall of the steel pipe pile, and when the steel pipe pile is put down, positioning blocks are welded to the outer sides of the main lifting lugs and the limiting devices and used for horizontal positioning of the steel pipe pile; and a steel wire measuring rope is mounted at the pile top for controlling the pile top elevation, so that underwater positioning construction of the steel pipe pile is completed. Underwater positioning construction of the steel pipe pile can be achieved, the structure is simple and ingenious, construction is convenient, materials are saved, and construction procedures are simplified; lifting lugs and limiting devices are arranged on the outer side of the upper portion of the steel pipe pile, positioning blocks are welded during lowering construction, the plane position of the steel pipe pile can be accurately controlled, construction is easy and convenient, and operation is flexible; the steel wire measuring rope is adopted to directly measure the pile top elevation of the underwater steel pipe pile, underwater measurement is converted into overwater control, visual and controllable effects are achieved, and underwater construction and underwater measurement work are avoided.

Description

technical field [0001] The invention relates to the fields of wind power and bridge construction, in particular to a construction method for underwater positioning of steel pipe piles implanted in rock-socketed foundations. Background technique [0002] In the construction of offshore wind farms, the high technical requirements and complex procedures of foundation construction are the key factors in the construction process of wind farms. There are many types of wind turbine foundations, and the applicable geological conditions vary greatly. Due to the comprehensive influence of factors such as geology, climate, waves, currents, and tides, the appropriate foundation type is very important for the construction of offshore wind farms. Therefore, safety, economic, and The principle of practicality and durability is preferred. [0003] The implanted rock-socketed foundation is suitable for the fan foundation form with shallow overburden and the pile foundation needs to be embed...

Claims

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Application Information

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IPC IPC(8): E02D13/00E02D13/06E02D13/04E02D5/28
CPCE02D13/00E02D13/06E02D13/04E02D5/28
Inventor 周松赵勇黎辉谢文善黄峰峡叶绍其舒传林张健门保振匡奇缘赵凌永郭江峰罗哲
Owner THE 5TH ENG MBEC
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