A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Underground pipeline landfill anti-floating system
The invention discloses an underground pipeline landfill anti-floating system which comprises the ground, a landfill groove is formed in the top of the ground, an embedded groove is formed in the bottom of the landfill groove, a drainage groove is formed in the position, close to one side of the landfill groove, of the top of the ground, a pipeline is arranged in the landfill groove, and the embedded groove is communicated with the pipeline. The outer wall of one side of the pipeline is sleeved with a first mounting plate and a second mounting plate, and the first mounting plate is located below the second mounting plate. According to the underground pipeline landfill anti-floating system, through mutual cooperation of the anti-floating anchor rod and the water retaining counterweight plate, on one hand, upward floating force borne by the pipeline can be counteracted through friction force between the anti-floating anchor rod and the ground, and therefore the anti-floating effect is achieved; on the other hand, the gravity of the first gravel filling layer and the first compacted soil layer on the upper layer is converted into pressure to be pressed on the top of the pipeline through the water retaining balance weight plate, balance weight of the pipeline is achieved, and upward floating force caused by accumulated water is resisted by improving the gravity of the pipeline.
本发明公开了一种地下管线填埋抗浮系统，包括地面，所述地面的顶部开设有填埋沟槽，所述填埋沟槽的底部开设有内嵌槽，所述地面的顶部靠近填埋沟槽的一侧位置处开设有排水槽，所述填埋沟槽的内部设置有管线，所述管线的一侧外壁上套设有第一安装板和第二安装板，所述第一安装板位于第二安装板的下方。该地下管线填埋抗浮系统，通过抗浮锚杆和挡水配重板的相互配合，一方面可以通过抗浮锚杆与地面的摩擦力来抵消管线受到的上浮力，从而达到抗浮的作用，另一方面挡水配重板将上层的第一砂石填充层和第一压实土层的重力转化为压力压紧在管线的顶部，实现管线的配重，通过提高管线的重力来抵抗积水带来的上浮力。
Underground pipeline landfill anti-floating system
The invention discloses an underground pipeline landfill anti-floating system which comprises the ground, a landfill groove is formed in the top of the ground, an embedded groove is formed in the bottom of the landfill groove, a drainage groove is formed in the position, close to one side of the landfill groove, of the top of the ground, a pipeline is arranged in the landfill groove, and the embedded groove is communicated with the pipeline. The outer wall of one side of the pipeline is sleeved with a first mounting plate and a second mounting plate, and the first mounting plate is located below the second mounting plate. According to the underground pipeline landfill anti-floating system, through mutual cooperation of the anti-floating anchor rod and the water retaining counterweight plate, on one hand, upward floating force borne by the pipeline can be counteracted through friction force between the anti-floating anchor rod and the ground, and therefore the anti-floating effect is achieved; on the other hand, the gravity of the first gravel filling layer and the first compacted soil layer on the upper layer is converted into pressure to be pressed on the top of the pipeline through the water retaining balance weight plate, balance weight of the pipeline is achieved, and upward floating force caused by accumulated water is resisted by improving the gravity of the pipeline.
本发明公开了一种地下管线填埋抗浮系统，包括地面，所述地面的顶部开设有填埋沟槽，所述填埋沟槽的底部开设有内嵌槽，所述地面的顶部靠近填埋沟槽的一侧位置处开设有排水槽，所述填埋沟槽的内部设置有管线，所述管线的一侧外壁上套设有第一安装板和第二安装板，所述第一安装板位于第二安装板的下方。该地下管线填埋抗浮系统，通过抗浮锚杆和挡水配重板的相互配合，一方面可以通过抗浮锚杆与地面的摩擦力来抵消管线受到的上浮力，从而达到抗浮的作用，另一方面挡水配重板将上层的第一砂石填充层和第一压实土层的重力转化为压力压紧在管线的顶部，实现管线的配重，通过提高管线的重力来抵抗积水带来的上浮力。
Underground pipeline landfill anti-floating system
一种地下管线填埋抗浮系统
SHI YUGUO (author) / LIU WEI (author) / YE SHENGJUN (author) / ZHU YAWEN (author)
2023-08-04
Patent
Electronic Resource
Chinese
Underground structure anti-floating system and construction method
| European Patent Office | 2022