Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Comprehensive lifting anti-flood wall structure
The invention relates to a comprehensively lifting anti-flood wall structure. The comprehensively lifting anti-flood wall structure comprises an old anti-flood wall connected to a river bank slope, a new anti-flood wall is connected to the old anti-flood wall, the bottom of the new anti-flood wall extends away from the river bank slope to form an anti-flood wall bottom plate serving as an unloading platform, and a side wall is arranged on the side, close to the river bank slope, of the anti-flood wall bottom plate; and a comprehensive pipe gallery is arranged on the anti-flood wall bottom plate, and embedded parts are arranged on the side wall and the bottom plate of the comprehensive pipe gallery. The existing anti-flood wall structure is fully utilized, and the occupied area and the demolition amount are small; and the new anti-flood wall and the old anti-flood wall form a whole by chiseling and embedding anchor bars. By arranging the anti-flood wall bottom plate, the foundation stress of the built retaining wall is more uniform; a pile foundation is arranged below the anti-flood wall bottom plate, and the load newly increased by anti-flood lifting is transmitted to a lower better soil layer through the pile foundation as much as possible, so that the influence on the built anti-flood wall is reduced; and the pile foundation extends into the potential sliding face by a certain depth, and the current bank slope is safely reinforced.
本发明涉及一种综合提升的防洪墙结构，其包括：连接于江/河岸坡上的旧防洪墙，所述旧防洪墙上连接有新防洪墙，新防洪墙的底部向远离江/河岸坡延伸形成防洪墙底板，作为卸荷平台，所述防洪墙底板靠近江/河岸坡的一侧设有侧墙；所述防洪墙底板上设有综合管廊，综合管廊的侧壁和底板上设有预埋件；本发明充分利用现有防洪墙结构，占地面积和拆迁量少；新旧防洪墙之间通过凿毛并埋设锚筋形成整体。通过设置防洪墙底板，使已建挡墙基底应力更加均匀；防洪墙底板下设置桩基础，因防洪提升新增的荷载尽量通过桩基础传递到下部较好土层，减少对已建防洪墙的影响；桩基础伸入潜在滑动面一定深度，对现状岸坡起安全加固作用。
Comprehensive lifting anti-flood wall structure
The invention relates to a comprehensively lifting anti-flood wall structure. The comprehensively lifting anti-flood wall structure comprises an old anti-flood wall connected to a river bank slope, a new anti-flood wall is connected to the old anti-flood wall, the bottom of the new anti-flood wall extends away from the river bank slope to form an anti-flood wall bottom plate serving as an unloading platform, and a side wall is arranged on the side, close to the river bank slope, of the anti-flood wall bottom plate; and a comprehensive pipe gallery is arranged on the anti-flood wall bottom plate, and embedded parts are arranged on the side wall and the bottom plate of the comprehensive pipe gallery. The existing anti-flood wall structure is fully utilized, and the occupied area and the demolition amount are small; and the new anti-flood wall and the old anti-flood wall form a whole by chiseling and embedding anchor bars. By arranging the anti-flood wall bottom plate, the foundation stress of the built retaining wall is more uniform; a pile foundation is arranged below the anti-flood wall bottom plate, and the load newly increased by anti-flood lifting is transmitted to a lower better soil layer through the pile foundation as much as possible, so that the influence on the built anti-flood wall is reduced; and the pile foundation extends into the potential sliding face by a certain depth, and the current bank slope is safely reinforced.
本发明涉及一种综合提升的防洪墙结构，其包括：连接于江/河岸坡上的旧防洪墙，所述旧防洪墙上连接有新防洪墙，新防洪墙的底部向远离江/河岸坡延伸形成防洪墙底板，作为卸荷平台，所述防洪墙底板靠近江/河岸坡的一侧设有侧墙；所述防洪墙底板上设有综合管廊，综合管廊的侧壁和底板上设有预埋件；本发明充分利用现有防洪墙结构，占地面积和拆迁量少；新旧防洪墙之间通过凿毛并埋设锚筋形成整体。通过设置防洪墙底板，使已建挡墙基底应力更加均匀；防洪墙底板下设置桩基础，因防洪提升新增的荷载尽量通过桩基础传递到下部较好土层，减少对已建防洪墙的影响；桩基础伸入潜在滑动面一定深度，对现状岸坡起安全加固作用。
Comprehensive lifting anti-flood wall structure
一种综合提升的防洪墙结构
ZHANG ZHONGZHONG (Autor:in) / MA JINGSHENG (Autor:in) / ZENG YINJIN (Autor:in) / ZHENG YUANQUAN (Autor:in) / ZENG XIALAN (Autor:in) / SHI SHENG (Autor:in) / CAI KONGZHEN (Autor:in)
24.12.2021
Patent
Elektronische Ressource
Chinesisch
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