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Gravity retaining wall and construction method
The invention relates to a gravity type retaining wall, and belongs to the technical field of retaining walls, the gravity type retaining wall comprises a prefabricated wall body, the prefabricated wall body is provided with an inserting groove and an inserting block, the prefabricated wall body is further provided with a plurality of connecting grooves communicating with the inserting groove, the inserting block is provided with a connecting assembly, and the connecting assembly corresponds to the connecting groove; the inserting blocks are inserted into the inserting grooves of the adjacent prefabricated walls, the connecting assemblies are inserted into the corresponding connecting grooves, the connecting assemblies are used for mutually tensioning the two adjacent prefabricated walls, mounting grooves are formed in the bottom plate, the bottoms of the prefabricated walls are inserted into the mounting grooves, drainage ditches are formed in the bottom plate, and the drainage ditches are close to the mounting grooves. The retaining wall has the effects of improving the quality of the retaining wall and reducing the leakage condition of the retaining wall.
本申请涉及一种重力式挡土墙,属于挡土墙技术领域,其包括预制墙体,预制墙体开设有插接槽并设置有插接块,预制墙体上还开设有与插接槽连通的若干连接槽,插接块上设置有连接组件,连接组件与连接槽对应,插接块插入相邻预制墙体的插接槽内,连接组件插入到对应的连接槽内,连接组件用于将两个相邻的预制墙体相互拉紧,底板上开设有安装槽,预制墙体的底部插入安装槽内,底板上开设有排水沟,排水沟临近安装槽。本申请具有提高挡土墙的质量,减少挡土墙渗漏的情况的效果。
Gravity retaining wall and construction method
The invention relates to a gravity type retaining wall, and belongs to the technical field of retaining walls, the gravity type retaining wall comprises a prefabricated wall body, the prefabricated wall body is provided with an inserting groove and an inserting block, the prefabricated wall body is further provided with a plurality of connecting grooves communicating with the inserting groove, the inserting block is provided with a connecting assembly, and the connecting assembly corresponds to the connecting groove; the inserting blocks are inserted into the inserting grooves of the adjacent prefabricated walls, the connecting assemblies are inserted into the corresponding connecting grooves, the connecting assemblies are used for mutually tensioning the two adjacent prefabricated walls, mounting grooves are formed in the bottom plate, the bottoms of the prefabricated walls are inserted into the mounting grooves, drainage ditches are formed in the bottom plate, and the drainage ditches are close to the mounting grooves. The retaining wall has the effects of improving the quality of the retaining wall and reducing the leakage condition of the retaining wall.
本申请涉及一种重力式挡土墙,属于挡土墙技术领域,其包括预制墙体,预制墙体开设有插接槽并设置有插接块,预制墙体上还开设有与插接槽连通的若干连接槽,插接块上设置有连接组件,连接组件与连接槽对应,插接块插入相邻预制墙体的插接槽内,连接组件插入到对应的连接槽内,连接组件用于将两个相邻的预制墙体相互拉紧,底板上开设有安装槽,预制墙体的底部插入安装槽内,底板上开设有排水沟,排水沟临近安装槽。本申请具有提高挡土墙的质量,减少挡土墙渗漏的情况的效果。
Gravity retaining wall and construction method
一种重力式挡土墙及施工方法
HE GUANGQUAN (author) / YAO JUAN (author) / WU ERMING (author) / XU RUI (author) / DONG JIANGTAO (author) / JIN ZHAO (author) / HUANG MEIXIA (author) / LIU HAO (author)
2024-03-29
Patent
Electronic Resource
Chinese
Gravity type retaining wall construction method and gravity type retaining wall
European Patent Office | 2022
|European Patent Office | 2022
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