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Ultrahigh slope supporting structure and construction method thereof
The invention provides an ultrahigh slope supporting structure and a construction method thereof, a frame protection slope poured by concrete is laid on the surface of a slope, a plurality of first anchor rods penetrate through the frame protection slope to be inserted into the deep position of the slope, and a plurality of drainage pipes inclined downwards are further arranged on the surface of the slope; a plurality of drainage tunnels are further arranged in the side slope, each drainage tunnel is of an arch-shaped structure integrally, the arch-shaped structures face the top of the side slope, concrete drainage wells are poured on mountains on the two sides of the side slope, and the two ends of each drainage tunnel abut against the drainage wells to form supporting feet of the corresponding arch-shaped structure. Through the anchor rods and the drainage tunnel of the arch structure, reinforcement of the deep layer of the side slope is achieved, and the stability of the side slope is improved. The multiple drainage pipes, the drainage tunnels and the water collecting pipes are arranged to form a multi-stage drainage system, the water content in the side slope is effectively reduced, and the adverse effect of underground water on the stability of the side slope is reduced.
本发明提供一种超高边坡支护结构及其施工方法,边坡表面铺设有混凝土浇筑的框架护坡,多根第一锚杆穿过框架护坡插入边坡深处,边坡表面还设有多个向下方向倾斜的排水管;边坡内部还设有多根排水隧道,排水隧道整体为拱形结构,且拱形结构朝向边坡顶部方向,边坡两侧的山体上浇筑有混凝土的泄水井,排水隧道两端地靠在泄水井形成拱形结构的支持脚。通过锚杆和拱形结构的排水隧道,实现了边坡深层的加固,提高了边坡的稳定性。设置的多个排水管和排水隧道,以及集水管,形成了多级排水系统,有效降低了边坡内部的水分含量,减少了地下水对边坡稳定性的不良影响。
Ultrahigh slope supporting structure and construction method thereof
The invention provides an ultrahigh slope supporting structure and a construction method thereof, a frame protection slope poured by concrete is laid on the surface of a slope, a plurality of first anchor rods penetrate through the frame protection slope to be inserted into the deep position of the slope, and a plurality of drainage pipes inclined downwards are further arranged on the surface of the slope; a plurality of drainage tunnels are further arranged in the side slope, each drainage tunnel is of an arch-shaped structure integrally, the arch-shaped structures face the top of the side slope, concrete drainage wells are poured on mountains on the two sides of the side slope, and the two ends of each drainage tunnel abut against the drainage wells to form supporting feet of the corresponding arch-shaped structure. Through the anchor rods and the drainage tunnel of the arch structure, reinforcement of the deep layer of the side slope is achieved, and the stability of the side slope is improved. The multiple drainage pipes, the drainage tunnels and the water collecting pipes are arranged to form a multi-stage drainage system, the water content in the side slope is effectively reduced, and the adverse effect of underground water on the stability of the side slope is reduced.
本发明提供一种超高边坡支护结构及其施工方法,边坡表面铺设有混凝土浇筑的框架护坡,多根第一锚杆穿过框架护坡插入边坡深处,边坡表面还设有多个向下方向倾斜的排水管;边坡内部还设有多根排水隧道,排水隧道整体为拱形结构,且拱形结构朝向边坡顶部方向,边坡两侧的山体上浇筑有混凝土的泄水井,排水隧道两端地靠在泄水井形成拱形结构的支持脚。通过锚杆和拱形结构的排水隧道,实现了边坡深层的加固,提高了边坡的稳定性。设置的多个排水管和排水隧道,以及集水管,形成了多级排水系统,有效降低了边坡内部的水分含量,减少了地下水对边坡稳定性的不良影响。
Ultrahigh slope supporting structure and construction method thereof
超高边坡支护结构及其施工方法
ZHANG RUNLIN (author) / LEI MING (author) / XU CHUNFENG (author) / XU HONGDONG (author) / ZHAO GUOFENG (author) / ZHONG YUKUAI (author) / TANG CHUNHUA (author) / CHEN GANG (author) / LI ZHIHAO (author)
2024-10-25
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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