A method for pile foundation scour shape detection and treatment reinforcement
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, inability to form a scour form detection and control method system, and achieve the effect of solving secondary loss
Active Publication Date: 2022-01-28
OCEAN UNIV OF CHINA
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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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[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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The invention discloses a method for pile foundation scour form detection, treatment and reinforcement, comprising the following steps: using scour pit form detection equipment to detect the scour pit form; budgeting backfilling sand volume; sand backfilling; designing pile positions, quantities and Pile length; calculation of piling and grouting consumables; implementation of reinforcement scheme. The invention provides a scour form detection and treatment method system that is effectively applied to the actual engineering of pile foundation scour, and effectively solves the problem that the soil body’s ability to restrain the pile foundation is reduced due to the lack of soil around the pile foundation. The scour pit monitoring and The treatment of scour pits is closely combined, and the volume of sand and gravel required for backfilling is budgeted, so that it can be directly applied to actual engineering and solve economically 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,...
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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