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Method for detecting, treating and reinforcing scouring form of pile foundation

A form and pile foundation technology, applied in the field of pile foundation scour control and reinforcement, can solve the problems of high risk of manual operation, cumbersome scour monitoring process, and inability to form a scour form detection and control method system, and achieve the effect of solving secondary loss

Active Publication Date: 2021-07-16
OCEAN UNIV OF CHINA
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

Chinese Patent Publication (Authorization) CN 108253881 A, CN 105651249 A, CN 108037010 A, CN 106917420 A, CN 109253705 A, CN 207976095 U, etc. all disclose devices for measuring the shape of pile foundation scour pits, Chinese Patent Publication (Authorization) CN 209779617 U, CN 111236290 A, CN 109440727 A, etc. disclose equipment or methods for reinforcing pile foundations. Due to the cumbersome scour monitoring process, high risk of manual work, and considering the special seabed soil environment in the scour control process, The above methods cannot form a scour pattern detection and control method system that can be effectively applied to actual projects

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  • Method for detecting, treating and reinforcing scouring form of pile foundation
  • Method for detecting, treating and reinforcing scouring form of pile foundation
  • Method for detecting, treating and reinforcing scouring form of pile foundation

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Embodiment Construction

[0072] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0073] The structures, proportions, sizes, etc. shown in the drawings attached to this specification are only used to match the content disclosed in the specification for the understanding and reading of those who are familiar with this technology, and are not used to limit the conditions for the implementation of the present invention , so it has no technical substantive meaning, and any modification of structure, change of proportional relationship or adjustment of size shall still fall within the scope of the disclosure of the present invention without affecting the functions and objectives of the present invention. within the scope of the technical content covered. At the same time, terms such as "upper", "lower", "left", "right", "middle" and "one" quoted in this specification are only for the convenience of description and are not used to limit th...

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Abstract

The invention discloses a method for detecting, treating and reinforcing the scouring form of a pile foundation. The method comprises the following steps that the form of a scouring pit is detected through scouring pit form detection equipment; the volume of backfilled sandy soil is budgeted; sandy soil is backfilled; pile positions, number and pile length are designed; piling and grouting consumables are calculated; and scheme implementation is reinforced. A scouring form detection and treatment method system effectively applied to actual pile foundation scouring engineering is provided, the problem that the restraining capacity of a soil body on the pile foundation is reduced due to the fact that the soil body around the pile foundation is lost is effectively solved, scouring pit monitoring and scouring pit treatment are closely combined, the volume of sandy soil needing to be backfilled is budgeted and treated, and therefore, the method can be directly applied to actual engineering and solves economic and feasible problems.

Description

technical field [0001] The invention relates to the technical field of pile foundation scour control and reinforcement, in particular to a method for pile foundation scour form detection, control and reinforcement. Background technique [0002] The offshore pile foundation is an important part of offshore wind power. The erosion of waves will damage the subsea soil foundation around the pile foundation, and the soil will form scour pits after being carried away by the water flow. The formation of scour pits will weaken the restraint of the soil on the pile foundation, which will lead to the risk of foundation overturning. Therefore, it is necessary to carry out shape detection and treatment and reinforcement of the scour pits around the pile foundation. [0003] The current protection and treatment methods for scour pits mainly include active protection, passive protection, sand filling treatment, grouting treatment, etc. There are many methods for scour pit shape detection,...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D33/00E02D27/52E02D31/06E02D37/00E02D17/18E02D5/46E02D3/054E02D15/04B63B35/00
CPCE02D33/00E02D27/52E02D27/525E02D31/06E02D37/00E02D17/18E02D5/46E02D3/054E02D15/04B63B35/00E02D2600/10E02D2250/003
Inventor 卢光坤陈旭光杜文博陈力铭解安琪万勇
Owner OCEAN UNIV OF CHINA