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Offshore anchoring cylinder foundation and construction method thereof
The invention relates to an offshore anchoring cylinder foundation and a construction method thereof in the field of ocean engineering. The foundation comprises an anchoring cylinder (1), a diameter expanding component (2), an anchoring cylinder connector (3) and a foundation connector (4), wherein the anchoring cylinder (1) is a large-diameter steel pipe pile for offshore construction, the diameter expanding component (2) is a component which penetrates through the side wall of the anchoring cylinder (1) and extends out of a rock mass or a soil mass (6) on the outer side of the anchoring cylinder (1), and the anchoring cylinder connector (3) is a component or a component combination which firmly connects the anchoring cylinder (1) and the diameter expanding component (2). The offshore anchoring cylinder foundation is in an ocean environment rapidly, the anchoring cylinder (1) is constructed, then the anchoring cylinder (1) is used for isolating the dependence of subsequent construction on the ocean environment, and the diameter expanding component (2) is constructed in the anchoring cylinder (1) so that the bearing potential of shallow or middle foundation soil of a seabed can be brought into full play, the construction cost of ocean engineering is greatly reduced, materials are saved, and the construction period is shortened.
本发明涉及海洋工程领域中的一种海上锚定筒基础及其施工方法,该基础包括锚定筒(1)、扩径构件(2)、锚定筒连接(3)与基础连接(4)四部分,其中的锚定筒(1)为海上施工的大直径的钢管桩,扩径构件(2)为穿越锚定筒(1)侧壁并外伸至锚定筒(1)外侧岩体或土体(6)中的构件,锚定筒连接(3)为将锚定筒(1)与扩径构件(2)牢固连接的构件或构件组合,本发明可通过快捷的方式在海洋环境中,先施工锚定筒(1),利用锚定筒(1)隔离后续施工对海洋环境的依赖性,通过在锚定筒(1)中施工扩径构件(2),可充分发挥海床浅部或中部地基土承载潜力,大幅度降低海洋工程施工成本,节约材料,缩短工期。
Offshore anchoring cylinder foundation and construction method thereof
The invention relates to an offshore anchoring cylinder foundation and a construction method thereof in the field of ocean engineering. The foundation comprises an anchoring cylinder (1), a diameter expanding component (2), an anchoring cylinder connector (3) and a foundation connector (4), wherein the anchoring cylinder (1) is a large-diameter steel pipe pile for offshore construction, the diameter expanding component (2) is a component which penetrates through the side wall of the anchoring cylinder (1) and extends out of a rock mass or a soil mass (6) on the outer side of the anchoring cylinder (1), and the anchoring cylinder connector (3) is a component or a component combination which firmly connects the anchoring cylinder (1) and the diameter expanding component (2). The offshore anchoring cylinder foundation is in an ocean environment rapidly, the anchoring cylinder (1) is constructed, then the anchoring cylinder (1) is used for isolating the dependence of subsequent construction on the ocean environment, and the diameter expanding component (2) is constructed in the anchoring cylinder (1) so that the bearing potential of shallow or middle foundation soil of a seabed can be brought into full play, the construction cost of ocean engineering is greatly reduced, materials are saved, and the construction period is shortened.
本发明涉及海洋工程领域中的一种海上锚定筒基础及其施工方法,该基础包括锚定筒(1)、扩径构件(2)、锚定筒连接(3)与基础连接(4)四部分,其中的锚定筒(1)为海上施工的大直径的钢管桩,扩径构件(2)为穿越锚定筒(1)侧壁并外伸至锚定筒(1)外侧岩体或土体(6)中的构件,锚定筒连接(3)为将锚定筒(1)与扩径构件(2)牢固连接的构件或构件组合,本发明可通过快捷的方式在海洋环境中,先施工锚定筒(1),利用锚定筒(1)隔离后续施工对海洋环境的依赖性,通过在锚定筒(1)中施工扩径构件(2),可充分发挥海床浅部或中部地基土承载潜力,大幅度降低海洋工程施工成本,节约材料,缩短工期。
Offshore anchoring cylinder foundation and construction method thereof
一种海上锚定筒基础及其施工方法
ZHANG JIHONG (author)
2021-09-07
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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