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Pipe pile reinforcement method

A technology for pipe piles and reinforcement devices, applied in sheet pile walls, buildings, infrastructure projects, etc., can solve the problems of poor reliability and low construction efficiency, and achieve the effects of high reliability and improved construction efficiency.

Active Publication Date: 2020-12-18
CCCC THIRD HARBOR ENG
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Therefore, the technical problem to be solved by the present invention is to overcome the problems of poor reliability and low construction efficiency in the prior art, thereby providing a pipe pile reinforcement device and method with high reliability and conducive to improving construction efficiency

Method used

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Embodiment 1

[0022] Such as figure 1 and figure 2 As shown, the present embodiment provides a pipe pile reinforcement device, which is placed on the pipe pile 10 and includes a platform main body 20, the platform main body 20 includes an integrated steel truss 21, and the steel truss 21 is provided with a plurality of The installation hole 22, and the pipe pile 10 is snapped into the installation hole 22, a plurality of support rods are arranged between the inner wall of the installation hole 22 and the pipe pile 10, and the first end of the support rod is connected with the pipe pile 10. The pipe piles 10 are against each other, the second end of the support rod is against the inner wall of the installation hole 22, and a plurality of suspension rods 23 extending upward are arranged along the inner wall of the installation hole 22, and the The first end of the suspension rod 23 is fixed on the inner wall of the installation hole 22 , and the second end of the suspension rod 23 is fixed ...

Embodiment 2

[0027] Such as figure 1 and figure 2 As shown, the present embodiment provides a pipe pile reinforcement method, using the pipe pile reinforcement device described in the first embodiment to reinforce the pipe pile, including the following steps: Step S1: lift the platform main body 20, and place the platform main body 20 The installation hole 22 on the top is aligned with the pipe pile 10; Step S2: After fixing the suspension rod 23 on the top of the pipe pile 10, a plurality of support rods are leaned against the pipe pile 10; Step S3: Adjust The position of the support rod fixes the support rod between the pipe pile 10 and the inner wall of the installation hole 22 .

[0028] In the pipe pile reinforcement method described in this embodiment, the pipe pile 10 is reinforced using the pipe pile reinforcement device described in the first embodiment. In the step S1, the platform main body 20 is lifted, and the installation on the platform main body 20 The hole 22 is aligned...

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Abstract

The invention relates to a pipe pile reinforcing device and method. The pipe pile reinforcing device is placed on pipe piles and comprises a platform body, the platform body comprises an integrated steel truss, a plurality of mounting holes are formed in the steel truss, the pipe piles are clamped into the mounting holes, a plurality of supporting rods are arranged between the inner walls of the mounting holes and the pipe piles, the first end of each supporting rod is abutted to the corresponding pipe pile, the second end of each supporting rod is abutted to the inner wall of the corresponding mounting hole, a plurality of upward extending handing rods are arranged along the inner walls of the mounting holes, the first end of each handing rod is fixed onto the inner wall of the corresponding mounting hole, and the second end of each handing rod is fixed at the top end of the corresponding pipe pile. The reinforcing device is high in reliability, and construction efficiency is greatlyimproved.

Description

technical field [0001] The invention relates to the technical field of wind power generation, in particular to an overall reinforcing device and method for pipe piles. Background technique [0002] my country's sea area is vast, and offshore wind energy resources are abundant. The potential of using sea wind to generate electricity is great. In recent years, with the development and application of new wind power technologies, new materials and new processes, offshore wind power with the characteristics of high power density and stable capacity is entering the large Scale building climax. As a new type of energy, offshore wind power is currently selected as an offshore environment more than 10 kilometers offshore. At present, the foundations of offshore wind turbines are divided into single pile foundations, multi-pile foundations (high pile cap foundations), and gravity contact foundations. , jacket foundation, suction cylindrical foundation, etc., the current application pr...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D5/64E02D27/42
CPCE02D5/64E02D27/425
Inventor 黄延琦胡金雄吴春林李海啸李鑫
Owner CCCC THIRD HARBOR ENG