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Novel deepwater port structure and construction method
The invention discloses a novel deepwater port structure and a construction method, the novel deepwater port structure adapts to the water depth of 50-100m, the structure comprises a caisson structure, a floating storage yard and a high-pile wharf which are sequentially arranged from the deepwater side to the shore side, the structure is T-shaped, the caisson structure is arranged on a wave facing surface to serve as a breakwater, the side, moving transversely, of the floating storage yard is restrained by the caisson structure, and the side, moving transversely, of the high-pile wharf is restrained by the floating storage yard. And the other side of the long-piled wharf is restrained by the long-piled wharf, and the long-piled wharf is communicated to the shore through a shore connecting approach bridge The characteristics of backfield prefabrication and front field rapid installation of the large caisson and the floating structure are utilized, a floating storage yard structure is formed, the structure is particularly suitable for deepwater severe sea condition sea areas, the construction period can be greatly shortened, the project quality is improved, and the ultra-deep port construction cost is reduced.
本发明公开了一种新型深水港结构及施工方法,适应50~100m的水深,结构包括从深水侧至岸侧依次设置的沉箱结构、浮式堆场及高桩码头,其形成为T型,所述沉箱结构设置于迎浪面作为防波堤,所述浮式堆场横向运动的一侧由沉箱结构约束,另一侧由高桩码头约束,所述高桩码头通过接岸引桥连通至岸上。本发明利用了大型沉箱及浮式结构物后场预制、前场快速安装的特点,形成了浮式堆场结构,特别适应于深水恶劣海况海域,能大幅加快了施工工期、提升工程质量并降低超深水港建造成本。
Novel deepwater port structure and construction method
The invention discloses a novel deepwater port structure and a construction method, the novel deepwater port structure adapts to the water depth of 50-100m, the structure comprises a caisson structure, a floating storage yard and a high-pile wharf which are sequentially arranged from the deepwater side to the shore side, the structure is T-shaped, the caisson structure is arranged on a wave facing surface to serve as a breakwater, the side, moving transversely, of the floating storage yard is restrained by the caisson structure, and the side, moving transversely, of the high-pile wharf is restrained by the floating storage yard. And the other side of the long-piled wharf is restrained by the long-piled wharf, and the long-piled wharf is communicated to the shore through a shore connecting approach bridge The characteristics of backfield prefabrication and front field rapid installation of the large caisson and the floating structure are utilized, a floating storage yard structure is formed, the structure is particularly suitable for deepwater severe sea condition sea areas, the construction period can be greatly shortened, the project quality is improved, and the ultra-deep port construction cost is reduced.
本发明公开了一种新型深水港结构及施工方法,适应50~100m的水深,结构包括从深水侧至岸侧依次设置的沉箱结构、浮式堆场及高桩码头,其形成为T型,所述沉箱结构设置于迎浪面作为防波堤,所述浮式堆场横向运动的一侧由沉箱结构约束,另一侧由高桩码头约束,所述高桩码头通过接岸引桥连通至岸上。本发明利用了大型沉箱及浮式结构物后场预制、前场快速安装的特点,形成了浮式堆场结构,特别适应于深水恶劣海况海域,能大幅加快了施工工期、提升工程质量并降低超深水港建造成本。
Novel deepwater port structure and construction method
一种新型深水港结构及施工方法
TIAN WEI (Autor:in) / YOU XINPENG (Autor:in) / LUO ZHAO (Autor:in) / PAN GUILIN (Autor:in) / FENG XIANDAO (Autor:in) / LIN HONGXING (Autor:in) / YANG HANBIN (Autor:in) / SUN WANJING (Autor:in) / CHEN DIYU (Autor:in) / LIU JIANBO (Autor:in)
23.07.2024
Patent
Elektronische Ressource
Chinesisch
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