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Offshore suspension cable photovoltaic prefabricated bearing platform inclined pile type anchoring structure and mounting method
The invention provides an offshore suspension cable photovoltaic prefabricated bearing platform inclined pile type anchoring structure. The offshore suspension cable photovoltaic prefabricated bearing platform inclined pile type anchoring structure comprises a prefabricated concrete bearing platform and inclined piles arranged in the prefabricated concrete bearing platform. A cup opening is formed in the bearing platform top face of the prefabricated concrete bearing platform, and an upper pile structure is arranged in the cup opening in a connected mode. Inclined pile preformed holes penetrating through the bearing platform top face and the bearing platform bottom face of the prefabricated concrete bearing platform are formed in the prefabricated concrete bearing platform, the inclined piles are connected and matched with the inclined pile preformed holes, and therefore a barrier-free space allowing the upper pile structure to move is reserved above the bearing platform top face. And the inclined pile preformed hole is provided with a sealing membrane structure on the bottom surface of the bearing platform. External horizontal force is borne through the inclined pile structure, the inclined pile structure can convert the horizontal force into pressure and pulling force on the inclined piles, the compression resistance and pulling resistance bearing capacity of the piles is far larger than the horizontal bearing capacity, and therefore the overall horizontal bearing capacity of the anchoring structure is good.
本发明提供了一种海上悬索光伏的预制承台斜桩式锚固结构,包括预制混凝土承台、以及设置于所述预制混凝土承台内的斜桩;所述预制混凝土承台的所述承台顶面内开设有杯口,所述杯口内连接设置上部桩结构;所述预制混凝土承台内贯通其所述承台顶面和承台底面的斜桩预留孔,所述斜桩与所述斜桩预留孔连接配合,并以此在所述承台顶面上方预留设置可供所述上部桩结构活动的无障碍空间;所述斜桩预留孔在所述承台底面设置封隔膜结构。本发明通过斜桩结构承担外部水平力,斜桩结构可以将水平力传化为对斜桩的压力和拉力,而桩的抗压、抗拉承载力远大于水平承载力,因此使锚固结构整体水平承载能力好。
Offshore suspension cable photovoltaic prefabricated bearing platform inclined pile type anchoring structure and mounting method
The invention provides an offshore suspension cable photovoltaic prefabricated bearing platform inclined pile type anchoring structure. The offshore suspension cable photovoltaic prefabricated bearing platform inclined pile type anchoring structure comprises a prefabricated concrete bearing platform and inclined piles arranged in the prefabricated concrete bearing platform. A cup opening is formed in the bearing platform top face of the prefabricated concrete bearing platform, and an upper pile structure is arranged in the cup opening in a connected mode. Inclined pile preformed holes penetrating through the bearing platform top face and the bearing platform bottom face of the prefabricated concrete bearing platform are formed in the prefabricated concrete bearing platform, the inclined piles are connected and matched with the inclined pile preformed holes, and therefore a barrier-free space allowing the upper pile structure to move is reserved above the bearing platform top face. And the inclined pile preformed hole is provided with a sealing membrane structure on the bottom surface of the bearing platform. External horizontal force is borne through the inclined pile structure, the inclined pile structure can convert the horizontal force into pressure and pulling force on the inclined piles, the compression resistance and pulling resistance bearing capacity of the piles is far larger than the horizontal bearing capacity, and therefore the overall horizontal bearing capacity of the anchoring structure is good.
本发明提供了一种海上悬索光伏的预制承台斜桩式锚固结构,包括预制混凝土承台、以及设置于所述预制混凝土承台内的斜桩;所述预制混凝土承台的所述承台顶面内开设有杯口,所述杯口内连接设置上部桩结构;所述预制混凝土承台内贯通其所述承台顶面和承台底面的斜桩预留孔,所述斜桩与所述斜桩预留孔连接配合,并以此在所述承台顶面上方预留设置可供所述上部桩结构活动的无障碍空间;所述斜桩预留孔在所述承台底面设置封隔膜结构。本发明通过斜桩结构承担外部水平力,斜桩结构可以将水平力传化为对斜桩的压力和拉力,而桩的抗压、抗拉承载力远大于水平承载力,因此使锚固结构整体水平承载能力好。
Offshore suspension cable photovoltaic prefabricated bearing platform inclined pile type anchoring structure and mounting method
一种海上悬索光伏的预制承台斜桩式锚固结构及安装方法
FENG WEIJIANG (Autor:in) / YU HUAFENG (Autor:in) / WENG KAIWEN (Autor:in) / LI WEI (Autor:in) / JIA XIANLIN (Autor:in) / LOU WEI (Autor:in) / YU GANGJIE (Autor:in) / LI JUNLONG (Autor:in) / ZHAO YUE (Autor:in) / HU TIANWEI (Autor:in)
11.07.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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