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A platform for research: civil engineering, architecture and urbanism
Unloading type groove retaining wall structure and construction mode
The invention provides an unloading type groove retaining wall structure and a construction mode. The unloading type groove retaining wall structure comprises side walls, a bottom plate, heel slabs and unloading plates, wherein the bottom plate is horizontally arranged, the side walls are symmetrically arranged on the two sides of the upper surface of the bottom plate, the section of each side wall is of a right trapezoid structure, the heel slabs are arranged on the two sides of the bottom plate, the heel slabs on the two sides are located on the outer sides of the adjacent side walls, the two unloading plates are arranged, and are horizontally and symmetrically arranged in the middles of the side walls, and expansion joints are arranged on a retaining wall at equal intervals. The unloading type groove retaining wall structure has the advantages of an unloading plate retaining wall and a groove retaining wall, can relieve stress of the groove retaining wall effectively, improves the anti-floating effect, and has application and popularization value; and the unloading type groove retaining wall structure has the advantages of being simple in structure, convenient to maintain, low in processing cost, good in using effect and the like.
本发明提供一种卸荷式槽型挡土墙结构及施工方式，包括边墙、底板、踵板和卸荷板，底板水平设置，且底板上表面两侧对称设置有边墙，边墙截面为直角梯形结构，底板两侧设置有踵板，两侧的踵板均位于相邻的边墙外侧，卸荷板有两个，且分别水平对称安装在边墙的中部，挡土墙上等距间隔设置有伸缩缝。本发明使得本设备兼具卸荷板挡土墙与槽型挡土墙的优势，可有效缓解槽型挡土墙的受力，增大抗浮效果，具有推广应用价值；且本发明具有结构简单，维修方便，加工成本低，使用效果好等优点。
Unloading type groove retaining wall structure and construction mode
The invention provides an unloading type groove retaining wall structure and a construction mode. The unloading type groove retaining wall structure comprises side walls, a bottom plate, heel slabs and unloading plates, wherein the bottom plate is horizontally arranged, the side walls are symmetrically arranged on the two sides of the upper surface of the bottom plate, the section of each side wall is of a right trapezoid structure, the heel slabs are arranged on the two sides of the bottom plate, the heel slabs on the two sides are located on the outer sides of the adjacent side walls, the two unloading plates are arranged, and are horizontally and symmetrically arranged in the middles of the side walls, and expansion joints are arranged on a retaining wall at equal intervals. The unloading type groove retaining wall structure has the advantages of an unloading plate retaining wall and a groove retaining wall, can relieve stress of the groove retaining wall effectively, improves the anti-floating effect, and has application and popularization value; and the unloading type groove retaining wall structure has the advantages of being simple in structure, convenient to maintain, low in processing cost, good in using effect and the like.
本发明提供一种卸荷式槽型挡土墙结构及施工方式，包括边墙、底板、踵板和卸荷板，底板水平设置，且底板上表面两侧对称设置有边墙，边墙截面为直角梯形结构，底板两侧设置有踵板，两侧的踵板均位于相邻的边墙外侧，卸荷板有两个，且分别水平对称安装在边墙的中部，挡土墙上等距间隔设置有伸缩缝。本发明使得本设备兼具卸荷板挡土墙与槽型挡土墙的优势，可有效缓解槽型挡土墙的受力，增大抗浮效果，具有推广应用价值；且本发明具有结构简单，维修方便，加工成本低，使用效果好等优点。
Unloading type groove retaining wall structure and construction mode
一种卸荷式槽型挡土墙结构及施工方式
SU WEI (author) / CUI WEIXIAO (author) / ZHOU BIN (author) / ZHANG QINGBO (author) / SUI YANYANG (author) / ZHU HONGWEI (author) / XIAO YANG (author) / DOU PENG (author) / ZHAO CHANG (author)
2021-08-03
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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