Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
High-pile baffle open-type breakwater and wharf and hydrodynamic characteristic analysis method of high-pile baffle open-type breakwater and wharf
The invention relates to a high-pile baffle open type breakwater and wharf and a hydrodynamic characteristic analysis method thereof. The high-pile baffle open type breakwater and wharf comprises a wharf structure and a wave blocking structure arranged on the head wave side of the wharf structure. Wherein the wharf structure comprises a fixing plate, multiple rows of pile foundations and a wharf upper structure, the wharf upper structure is arranged at the tops of the multiple rows of pile foundations and fixedly connected with the wave blocking structure, the fixing plate is arranged below the wharf upper structure, and the fixing plate is parallel to the wharf face of a wharf platform of the wharf upper structure; the fixing plate is fixedly connected with at least one row of pile foundations, close to one side of the wave blocking structure, in the multiple rows of pile foundations, and the fixing plate is fixedly connected with the wave blocking structure. By arranging the fixing plate, wave transmission is effectively reduced, the flow velocity near the free surface behind the structure is reduced, and the stable berthing condition in the harbor can be improved.
本申请涉及一种高桩挡板透空式防波堤兼码头及其水动力特性分析方法，该高桩挡板透空式防波堤兼码头包括：码头结构和设置在码头结构的迎浪侧的挡浪结构；其中，码头结构包括固定板、多排桩基和码头上部结构，码头上部结构设置于多排桩基的顶部，并且码头上部结构和挡浪结构固定连接，以及固定板设置于码头上部结构的下方，并且固定板和码头上部结构的码头平台的码头面平行设置，以及固定板与多排桩基中靠近挡浪结构一侧的至少一排桩基固定连接，以及固定板和挡浪结构固定连接。本申请通过设置固定板的方式，有效减小波浪透射，降低结构物后方自由表面附近的流速，有利于提高港内泊稳条件。
High-pile baffle open-type breakwater and wharf and hydrodynamic characteristic analysis method of high-pile baffle open-type breakwater and wharf
The invention relates to a high-pile baffle open type breakwater and wharf and a hydrodynamic characteristic analysis method thereof. The high-pile baffle open type breakwater and wharf comprises a wharf structure and a wave blocking structure arranged on the head wave side of the wharf structure. Wherein the wharf structure comprises a fixing plate, multiple rows of pile foundations and a wharf upper structure, the wharf upper structure is arranged at the tops of the multiple rows of pile foundations and fixedly connected with the wave blocking structure, the fixing plate is arranged below the wharf upper structure, and the fixing plate is parallel to the wharf face of a wharf platform of the wharf upper structure; the fixing plate is fixedly connected with at least one row of pile foundations, close to one side of the wave blocking structure, in the multiple rows of pile foundations, and the fixing plate is fixedly connected with the wave blocking structure. By arranging the fixing plate, wave transmission is effectively reduced, the flow velocity near the free surface behind the structure is reduced, and the stable berthing condition in the harbor can be improved.
本申请涉及一种高桩挡板透空式防波堤兼码头及其水动力特性分析方法，该高桩挡板透空式防波堤兼码头包括：码头结构和设置在码头结构的迎浪侧的挡浪结构；其中，码头结构包括固定板、多排桩基和码头上部结构，码头上部结构设置于多排桩基的顶部，并且码头上部结构和挡浪结构固定连接，以及固定板设置于码头上部结构的下方，并且固定板和码头上部结构的码头平台的码头面平行设置，以及固定板与多排桩基中靠近挡浪结构一侧的至少一排桩基固定连接，以及固定板和挡浪结构固定连接。本申请通过设置固定板的方式，有效减小波浪透射，降低结构物后方自由表面附近的流速，有利于提高港内泊稳条件。
High-pile baffle open-type breakwater and wharf and hydrodynamic characteristic analysis method of high-pile baffle open-type breakwater and wharf
高桩挡板透空式防波堤兼码头及其水动力特性分析方法
WANG XINYU (Autor:in) / LIU YONG (Autor:in) / ZHANG BIAO (Autor:in) / ZHAO YANG (Autor:in) / LI AIJUN (Autor:in) / ZHANG RI (Autor:in) / XIA ZIBO (Autor:in)
14.04.2023
Patent
Elektronische Ressource
Chinesisch
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