Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Pile foundation wharf and construction method thereof
The invention relates to a pile foundation wharf and a construction method thereof, and belongs to the technical field of wharfs. The pile foundation wharf comprises a buoyancy tank, an anchoring device connected between the buoyancy tank and a seabed mud layer, and a plurality of foundation piles arranged at the bottom of the buoyancy tank. The foundation pile comprises a multi-section sleeve and a one-way locking assembly. The multiple sections of sleeves are sequentially arranged from inside to outside in a sleeving manner; in every two adjacent sections of sleeves, the sleeve located on the inner layer can descend relative to the sleeve located on the outer layer in the axial direction; the bottom end of the sleeve located on the innermost layer forms a pile tip, and the top of the sleeve located on the outermost layer is connected to the bottom of the buoyancy tank. The other sleeves except the outermost sleeve are detachably connected to the adjacent outer sleeves or detachably connected to the bottom of the buoyancy tank; the one-way locking assembly is connected between every two adjacent sleeves and used for limiting the falling movement of the outer sleeve relative to the inner sleeve in the axial direction. The pile foundation wharf provided by the invention is short in construction period and can provide stable berthing conditions.
本发明涉及一种桩基码头及其建造方法，属于码头技术领域。该桩基码头包括浮箱，连接于浮箱与海底泥层之间的锚泊装置，以及布设于浮箱底部的多根基桩；基桩包括多节套筒和单向锁止组件；多节套筒由内至外依次套设；每相邻两节套筒中，位于内层的套筒可沿轴向相对于位于外层的套筒下降；位于最内层的套筒的底端形成桩尖，位于最外层的套筒的顶部连接于浮箱的底部；除最外层套筒以外的其他套筒可拆卸连接于其相邻外层套筒或可拆卸连接于浮箱的底部；单向锁止组件连接于相邻两节套筒之间，用于限制外层套筒沿轴向相对于内层套筒的下落运动。本发明提供的桩基码头建造工期短，且能够提供稳定的靠泊条件。
Pile foundation wharf and construction method thereof
The invention relates to a pile foundation wharf and a construction method thereof, and belongs to the technical field of wharfs. The pile foundation wharf comprises a buoyancy tank, an anchoring device connected between the buoyancy tank and a seabed mud layer, and a plurality of foundation piles arranged at the bottom of the buoyancy tank. The foundation pile comprises a multi-section sleeve and a one-way locking assembly. The multiple sections of sleeves are sequentially arranged from inside to outside in a sleeving manner; in every two adjacent sections of sleeves, the sleeve located on the inner layer can descend relative to the sleeve located on the outer layer in the axial direction; the bottom end of the sleeve located on the innermost layer forms a pile tip, and the top of the sleeve located on the outermost layer is connected to the bottom of the buoyancy tank. The other sleeves except the outermost sleeve are detachably connected to the adjacent outer sleeves or detachably connected to the bottom of the buoyancy tank; the one-way locking assembly is connected between every two adjacent sleeves and used for limiting the falling movement of the outer sleeve relative to the inner sleeve in the axial direction. The pile foundation wharf provided by the invention is short in construction period and can provide stable berthing conditions.
本发明涉及一种桩基码头及其建造方法，属于码头技术领域。该桩基码头包括浮箱，连接于浮箱与海底泥层之间的锚泊装置，以及布设于浮箱底部的多根基桩；基桩包括多节套筒和单向锁止组件；多节套筒由内至外依次套设；每相邻两节套筒中，位于内层的套筒可沿轴向相对于位于外层的套筒下降；位于最内层的套筒的底端形成桩尖，位于最外层的套筒的顶部连接于浮箱的底部；除最外层套筒以外的其他套筒可拆卸连接于其相邻外层套筒或可拆卸连接于浮箱的底部；单向锁止组件连接于相邻两节套筒之间，用于限制外层套筒沿轴向相对于内层套筒的下落运动。本发明提供的桩基码头建造工期短，且能够提供稳定的靠泊条件。
Pile foundation wharf and construction method thereof
桩基码头及其建造方法
LI ZENGJUN (Autor:in)
09.06.2023
Patent
Elektronische Ressource
Chinesisch
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