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Fabricated wharf revetment structure adopting buried sand piles and implementation method of fabricated wharf revetment structure
The invention discloses a fabricated wharf revetment structure adopting buried sand piles and an implementation method of the fabricated wharf revetment structure. The fabricated wharf revetment structure comprises the buried sand piles, lower bucket foundations, upper box structures, unloading breast walls, berthing components, horizontal supports, bollards, rubber fenders, joint plugging steel structures and inverted filters. The buried sand pile is located at the bottom, and the lower barrel type foundation is arranged on the upper portion. The adjacent lower barrel type foundations are connected through an inverted filter body, and joint plugging steel structures are arranged on the two sides of the inverted filter body; the upper box-type structure is arranged at the upper part of the lower barrel-type foundation; the unloading type breast wall is arranged at the top end of the upper box type structure, a bollard is arranged at the top end of the unloading type breast wall, and a rubber fender is arranged on the side edge of the unloading type breast wall; a berthing component and a horizontal support are arranged at the bottom of the rubber fender; the horizontal support is located on the upper portion of the berthing component. The fabricated design concept is adopted, the wharf function can be met through one-time building, the revetment structure can also be directly used as a hydraulic reclamation land boundary, the construction speed is high, stability is high, and the influence of stormy waves is small.
本发明公开一种采用潜埋式砂桩的装配式码头驳岸结构及其实施方法，包括：潜埋式砂桩、下部桶式基础、上部箱式结构、卸荷式胸墙、靠船构件、水平撑、系船柱、橡胶护舷、堵缝钢结构和倒滤体；所述潜埋式砂桩位于底部，上部设置下部桶式基础；相邻的下部桶式基础通过倒滤体连接，所述倒滤体两侧设置堵缝钢结构；上部箱式结构设置在下部桶式基础的上部；卸荷式胸墙设置在上部箱式结构的顶端，卸荷式胸墙顶端上设置系船柱，卸荷式胸墙侧边设置橡胶护舷；橡胶护舷底部设置靠船构件和水平撑；水平撑位于靠船构件的上部。本发明采用装配式设计理念，一次建成既能满足码头功能，又可直接作为吹填陆域边界的驳岸结构，施工速度快，稳定性高，受风浪影响小。
Fabricated wharf revetment structure adopting buried sand piles and implementation method of fabricated wharf revetment structure
The invention discloses a fabricated wharf revetment structure adopting buried sand piles and an implementation method of the fabricated wharf revetment structure. The fabricated wharf revetment structure comprises the buried sand piles, lower bucket foundations, upper box structures, unloading breast walls, berthing components, horizontal supports, bollards, rubber fenders, joint plugging steel structures and inverted filters. The buried sand pile is located at the bottom, and the lower barrel type foundation is arranged on the upper portion. The adjacent lower barrel type foundations are connected through an inverted filter body, and joint plugging steel structures are arranged on the two sides of the inverted filter body; the upper box-type structure is arranged at the upper part of the lower barrel-type foundation; the unloading type breast wall is arranged at the top end of the upper box type structure, a bollard is arranged at the top end of the unloading type breast wall, and a rubber fender is arranged on the side edge of the unloading type breast wall; a berthing component and a horizontal support are arranged at the bottom of the rubber fender; the horizontal support is located on the upper portion of the berthing component. The fabricated design concept is adopted, the wharf function can be met through one-time building, the revetment structure can also be directly used as a hydraulic reclamation land boundary, the construction speed is high, stability is high, and the influence of stormy waves is small.
本发明公开一种采用潜埋式砂桩的装配式码头驳岸结构及其实施方法，包括：潜埋式砂桩、下部桶式基础、上部箱式结构、卸荷式胸墙、靠船构件、水平撑、系船柱、橡胶护舷、堵缝钢结构和倒滤体；所述潜埋式砂桩位于底部，上部设置下部桶式基础；相邻的下部桶式基础通过倒滤体连接，所述倒滤体两侧设置堵缝钢结构；上部箱式结构设置在下部桶式基础的上部；卸荷式胸墙设置在上部箱式结构的顶端，卸荷式胸墙顶端上设置系船柱，卸荷式胸墙侧边设置橡胶护舷；橡胶护舷底部设置靠船构件和水平撑；水平撑位于靠船构件的上部。本发明采用装配式设计理念，一次建成既能满足码头功能，又可直接作为吹填陆域边界的驳岸结构，施工速度快，稳定性高，受风浪影响小。
Fabricated wharf revetment structure adopting buried sand piles and implementation method of fabricated wharf revetment structure
一种采用潜埋式砂桩的装配式码头驳岸结构及其实施方法
CHEN HAIFENG (author) / XU JUN (author) / LIU XIAOXI (author) / LI WU (author) / LIU GUANGHONG (author) / LIU SHEHAO (author)
2024-11-08
Patent
Electronic Resource
Chinese