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Upward-inclined type anti-sliding retaining wall for unstable slope treatment
The invention belongs to the technical field of landslide treatment application, and particularly relates to an upward-inclined type anti-sliding retaining wall for unstable slope treatment. The upward-inclined type anti-sliding retaining wall comprises a slope and an anti-sliding retaining wall body, wherein an excavation face is arranged between the anti-sliding retaining wall body and the slope, the excavation face is obliquely arranged, a sand gravel filtering layer is arranged between the anti-sliding retaining wall body and the excavation face, the section of the sand gravel filtering layer is square, the end face of the sand gravel filtering layer and the inner side face of the anti-sliding retaining wall body are arranged in parallel, clay sealing and filling layers are arranged at the upper end and the lower end of the sand gravel filtering layer, the lower clay sealing and filling layer is arranged upwards from the ground, the upper clay sealing and filling layer is flush with the top of the anti-sliding retaining wall body, the anti-sliding retaining wall body is in an upward-inclined type, a water drainage channel is formed in the anti-sliding retaining wall body, and the water drainage channel penetrates through the anti-sliding retaining wall body. Through the design of the upward-inclined type anti-sliding retaining wall, the construction space is saved.
本发明属于滑坡治理应用技术领域,尤其涉及一种不稳定斜坡治理用仰斜式抗滑挡土墙。包括斜坡和抗滑挡土墙本体,所述抗滑挡土墙本体和斜坡之间设置有开挖面,所述开挖面倾斜设置,所述抗滑挡土墙本体和开挖面之间设置有砂砾石滤层,所述砂砾石滤层的截面呈方形设置,所述砂砾石滤层的端面与抗滑挡土墙本体的内侧面之间平行设置,所述砂砾石滤层的上下两端设置有粘土封填层,下层所述粘土封填层自地面向上设置,上层所述粘土封填层与抗滑挡土墙本体的顶部平齐设置,所述抗滑挡土墙本体为仰斜式,所述抗滑挡土墙本体内设置有泄水通道,所述泄水通道贯穿抗滑挡土墙本体设置。本发明通过仰斜式抗滑挡土墙设计,节省了施工空间。
Upward-inclined type anti-sliding retaining wall for unstable slope treatment
The invention belongs to the technical field of landslide treatment application, and particularly relates to an upward-inclined type anti-sliding retaining wall for unstable slope treatment. The upward-inclined type anti-sliding retaining wall comprises a slope and an anti-sliding retaining wall body, wherein an excavation face is arranged between the anti-sliding retaining wall body and the slope, the excavation face is obliquely arranged, a sand gravel filtering layer is arranged between the anti-sliding retaining wall body and the excavation face, the section of the sand gravel filtering layer is square, the end face of the sand gravel filtering layer and the inner side face of the anti-sliding retaining wall body are arranged in parallel, clay sealing and filling layers are arranged at the upper end and the lower end of the sand gravel filtering layer, the lower clay sealing and filling layer is arranged upwards from the ground, the upper clay sealing and filling layer is flush with the top of the anti-sliding retaining wall body, the anti-sliding retaining wall body is in an upward-inclined type, a water drainage channel is formed in the anti-sliding retaining wall body, and the water drainage channel penetrates through the anti-sliding retaining wall body. Through the design of the upward-inclined type anti-sliding retaining wall, the construction space is saved.
本发明属于滑坡治理应用技术领域,尤其涉及一种不稳定斜坡治理用仰斜式抗滑挡土墙。包括斜坡和抗滑挡土墙本体,所述抗滑挡土墙本体和斜坡之间设置有开挖面,所述开挖面倾斜设置,所述抗滑挡土墙本体和开挖面之间设置有砂砾石滤层,所述砂砾石滤层的截面呈方形设置,所述砂砾石滤层的端面与抗滑挡土墙本体的内侧面之间平行设置,所述砂砾石滤层的上下两端设置有粘土封填层,下层所述粘土封填层自地面向上设置,上层所述粘土封填层与抗滑挡土墙本体的顶部平齐设置,所述抗滑挡土墙本体为仰斜式,所述抗滑挡土墙本体内设置有泄水通道,所述泄水通道贯穿抗滑挡土墙本体设置。本发明通过仰斜式抗滑挡土墙设计,节省了施工空间。
Upward-inclined type anti-sliding retaining wall for unstable slope treatment
不稳定斜坡治理用仰斜式抗滑挡土墙
JIANG HAI (author) / WANG JINYU (author) / SUN DAIJU (author) / LIU XINGLONG (author) / LI MEI (author) / HAN GANG (author) / WANG BIQING (author)
2021-06-11
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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