Design method of ice-resistant system of offshore photovoltaic power station and ice-resistant system

CN117371205BActive Publication Date: 2026-08-28SHANDONG ELECTRIC POWER ENG CONSULTING INST CORP
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Patent Information

Application Number
CN202311314836.4
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2023-10-11
Publication Date
2026-08-28
Estimated Expiration
2043-10-11

AI Technical Summary

Technical Problem

海上光伏支架基础设计必须考虑海冰的水平力作用,以及整体冻结状态下随潮汐涨落潮形成的上拔力作用,这都极大影响结构的安全和工程造价

Benefits of technology

[0029](1)本发明通过计算海冰对直立桩(即桩基结构)的冰力作用,根据计算得出设计荷载,根据冰荷载对直立桩(即桩基结构)进行科学和合理的设计,保证了直立桩(即桩基结构)设计的安全性、合理性、经济性。

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Abstract

The application belongs to the technical field of offshore photovoltaic power stations, and provides a design method of an ice-resistant system of an offshore photovoltaic power station and the ice-resistant system. The design method comprises the following steps: based on the scale parameters of a photovoltaic power station site, sea ice conditions and geological conditions, the preliminary parameters of a vertical pile array and the vertical piles in the photovoltaic power station site, the sea ice parameters and the rock-soil mechanics parameters are determined respectively; an inclined pile is arranged outside the periphery of the vertical pile array in the photovoltaic power station site; according to the sea ice parameters, the rock-soil mechanics parameters and the shielding coefficient generated by the vertical pile array, the ice force borne by the vertical piles in different regions of the vertical pile array is obtained, the preliminary parameters of the vertical piles are reviewed based on modeling calculation, and the parameters of the vertical piles are updated; a certain number of seawater connecting devices are arranged in the photovoltaic power station site to ensure that the pressure above and below the fixed sea ice is the same; based on the relationship between the pile length and the pile diameter and the vertical pile uplift capacity, the pile length and the pile diameter in the vertical pile parameters are finally determined.
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Citation Information

Patent Citations

  • Inclined strut offshore wind power single pile foundation with damping sleeve and construction method

    CN113323009A

  • Ice area offshore photovoltaic ice-resistant device, supporting structure and photovoltaic system

    CN115717405A