Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
High-pile beam-slab wharf structure with rear supporting piles
The invention relates to the technical field of wharf structures, and particularly relates to a high-pile beam-slab wharf structure with rear supporting piles. The high-pile beam-slab wharf structure comprises a high-pile beam-slab wharf structure body and rear supporting pile structures; and one end of each rear supporting pile structure is fixed to the rear edge of the high-pile beam-slab wharf structure body, and the other end of each rear supporting pile structure is embedded or buried in a slope protection structure of a river bank foundation. By the adoption of the structural arrangement, the rear supporting pile structures are arranged at the rear edge of the high-pile beam-slab wharf structure body to form an overall stress structure used for bearing the horizontal load of the wharf structure, and the high-pile beam-slab wharf structure can be arranged in offshore seaport and river port wharfs; and the use convenience of a wharf cannot be changed through the arrangement of the rear supporting pile structures, the area of a water area or a land area occupied by the wharf cannot be changed, and the problems that a traditional high-pile beam-slab wharf is poor in horizontal bearing capacity, high in pile foundation specification and large in number are effectively solved.
本发明涉及码头结构技术领域，尤其涉及一种带有后支撑桩的高桩梁板码头结构，包括高桩梁板码头结构与后支撑桩结构，后支撑桩结构的一端固定于高桩梁板码头结构的后沿位置，后支撑桩结构的另一端嵌入或埋入于河岸地基的护坡结构上。采用这样的结构设置，通过在高桩梁板码头结构后沿位置设置一组后支撑桩结构形成整体受力结构，用于承担码头结构的水平荷载，且可在近岸的海港、河港码头中进行布置，后支撑桩结构的设置不会改变码头使用便利性，以及不会改变码头占用水域或陆域面积，有效解决传统高桩梁板码头水平承载能力差、桩基规格高、数量多的问题。
High-pile beam-slab wharf structure with rear supporting piles
The invention relates to the technical field of wharf structures, and particularly relates to a high-pile beam-slab wharf structure with rear supporting piles. The high-pile beam-slab wharf structure comprises a high-pile beam-slab wharf structure body and rear supporting pile structures; and one end of each rear supporting pile structure is fixed to the rear edge of the high-pile beam-slab wharf structure body, and the other end of each rear supporting pile structure is embedded or buried in a slope protection structure of a river bank foundation. By the adoption of the structural arrangement, the rear supporting pile structures are arranged at the rear edge of the high-pile beam-slab wharf structure body to form an overall stress structure used for bearing the horizontal load of the wharf structure, and the high-pile beam-slab wharf structure can be arranged in offshore seaport and river port wharfs; and the use convenience of a wharf cannot be changed through the arrangement of the rear supporting pile structures, the area of a water area or a land area occupied by the wharf cannot be changed, and the problems that a traditional high-pile beam-slab wharf is poor in horizontal bearing capacity, high in pile foundation specification and large in number are effectively solved.
本发明涉及码头结构技术领域，尤其涉及一种带有后支撑桩的高桩梁板码头结构，包括高桩梁板码头结构与后支撑桩结构，后支撑桩结构的一端固定于高桩梁板码头结构的后沿位置，后支撑桩结构的另一端嵌入或埋入于河岸地基的护坡结构上。采用这样的结构设置，通过在高桩梁板码头结构后沿位置设置一组后支撑桩结构形成整体受力结构，用于承担码头结构的水平荷载，且可在近岸的海港、河港码头中进行布置，后支撑桩结构的设置不会改变码头使用便利性，以及不会改变码头占用水域或陆域面积，有效解决传统高桩梁板码头水平承载能力差、桩基规格高、数量多的问题。
High-pile beam-slab wharf structure with rear supporting piles
一种带有后支撑桩的高桩梁板码头结构
WANG JUNHUI (Autor:in) / WANG LIFU (Autor:in)
29.06.2021
Patent
Elektronische Ressource
Chinesisch
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