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Suction type pile-barrel composite foundation
The invention belongs to the technical field of offshore wind power engineering, and particularly relates to a suction type pile-barrel composite foundation which comprises a first pipe, a plurality of first rings and a cover plate, one end of the first pipe is suitable for stretching into a seabed, and one end of the cover plate is connected with the end, away from the seabed, of the first pipe; the cover plate is suitable for sealing the end, away from the seabed, of the first pipe, the first rings are arranged on the outer wall face of the first pipe in a sleeving mode, the multiple first rings are arranged in the length direction of the first pipe at intervals, and the first rings are suitable for disturbing soil around the first pipe. According to the suction type pile-barrel composite foundation, the disturbance efficiency on a soil body can be improved, the disturbance range on the soil body is enlarged, and the construction efficiency is improved.
本发明属于海上风电工程技术领域,具体涉及一种吸力式桩‑桶复合基础,所述吸力式桩‑桶复合基础包括第一管、多个第一环和盖板,第一管的一端适于伸入海床,盖板一端与第一管远离海床的一端相连,盖板适于将第一管远离海床的一端密封,第一环套设在第一管的外壁面上,且多个第一环在第一管的长度方向上间隔布置,第一环适于扰动第一管周围的土体。本发明的吸力式桩‑桶复合基础,可以提高对土体的扰动效率,增大对土体的扰动范围,提高施工效率。
Suction type pile-barrel composite foundation
The invention belongs to the technical field of offshore wind power engineering, and particularly relates to a suction type pile-barrel composite foundation which comprises a first pipe, a plurality of first rings and a cover plate, one end of the first pipe is suitable for stretching into a seabed, and one end of the cover plate is connected with the end, away from the seabed, of the first pipe; the cover plate is suitable for sealing the end, away from the seabed, of the first pipe, the first rings are arranged on the outer wall face of the first pipe in a sleeving mode, the multiple first rings are arranged in the length direction of the first pipe at intervals, and the first rings are suitable for disturbing soil around the first pipe. According to the suction type pile-barrel composite foundation, the disturbance efficiency on a soil body can be improved, the disturbance range on the soil body is enlarged, and the construction efficiency is improved.
本发明属于海上风电工程技术领域,具体涉及一种吸力式桩‑桶复合基础,所述吸力式桩‑桶复合基础包括第一管、多个第一环和盖板,第一管的一端适于伸入海床,盖板一端与第一管远离海床的一端相连,盖板适于将第一管远离海床的一端密封,第一环套设在第一管的外壁面上,且多个第一环在第一管的长度方向上间隔布置,第一环适于扰动第一管周围的土体。本发明的吸力式桩‑桶复合基础,可以提高对土体的扰动效率,增大对土体的扰动范围,提高施工效率。
Suction type pile-barrel composite foundation
吸力式桩-桶复合基础
MA WENGUAN (author) / QIU XU (author) / LIU XIN (author) / YAN SHU (author) / LI WEIDONG (author) / GUO XIAOJIANG (author) / LI CHEN (author) / YANG LIHUA (author) / GAN YUN (author) / LU WENLONG (author)
2022-08-09
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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