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Rock-soil slope supporting structure and construction method
The invention relates to a rock-soil side slope supporting structure and a construction method, and relates to the technical field of rock-soil side slope supporting design, the rock-soil side slope supporting structure comprises slide-resistant piles, anchor cables and elastic connecting assemblies, a plurality of slide-resistant frames are arranged in the length direction of a side slope, the lower end of each slide-resistant pile is embedded in a slope toe of the rock-soil side slope, the anchor cables are arranged, and the elastic connecting assemblies are arranged in the slide-resistant piles. The lower ends of the anchor cables are embedded in the rock-soil surface, the upper ends of the slide-resistant piles are fixedly connected with the upper ends of the anchor cables correspondingly, the multiple sets of elastic connecting assemblies are arranged, and each set of elastic connecting assemblies are evenly distributed between any two adjacent slide-resistant piles. The two ends of each elastic connecting assembly are connected with the side faces, away from the rock-soil slope, of any two adjacent anti-slide piles correspondingly. On the premise of ensuring the stability of the anti-slide pile, the working pressure of the anchor cable can be reduced, so that the service life of the anchor cable is prolonged, and the use safety of the anchor cable is improved.
本申请涉及一种岩土边坡支护结构及施工方法,涉及岩土边坡支护设计的技术领域,其包括抗滑桩、锚索和弹性连接组件,抗滑框沿着边坡的长度方向排布设置有若干件,各件抗滑桩的下端均埋设于岩土边坡的坡脚内,锚索设置有若干根,各根锚索的下端均埋设于岩土表内,各件抗滑桩的上端分别与各根锚索的上端固定连接,弹性连接组件设置有若干组,各组弹性连接组件均布于任意相邻设置的两件抗滑桩之间,且各组弹性连接组件的两端均分别与任意相邻设置的两件抗滑桩远离岩土边坡的一侧面连接。本申请具有在确保抗滑桩稳定性的前提下,能够降低锚索的工作压力,以提高锚索的使用寿命及使用安全性。
Rock-soil slope supporting structure and construction method
The invention relates to a rock-soil side slope supporting structure and a construction method, and relates to the technical field of rock-soil side slope supporting design, the rock-soil side slope supporting structure comprises slide-resistant piles, anchor cables and elastic connecting assemblies, a plurality of slide-resistant frames are arranged in the length direction of a side slope, the lower end of each slide-resistant pile is embedded in a slope toe of the rock-soil side slope, the anchor cables are arranged, and the elastic connecting assemblies are arranged in the slide-resistant piles. The lower ends of the anchor cables are embedded in the rock-soil surface, the upper ends of the slide-resistant piles are fixedly connected with the upper ends of the anchor cables correspondingly, the multiple sets of elastic connecting assemblies are arranged, and each set of elastic connecting assemblies are evenly distributed between any two adjacent slide-resistant piles. The two ends of each elastic connecting assembly are connected with the side faces, away from the rock-soil slope, of any two adjacent anti-slide piles correspondingly. On the premise of ensuring the stability of the anti-slide pile, the working pressure of the anchor cable can be reduced, so that the service life of the anchor cable is prolonged, and the use safety of the anchor cable is improved.
本申请涉及一种岩土边坡支护结构及施工方法,涉及岩土边坡支护设计的技术领域,其包括抗滑桩、锚索和弹性连接组件,抗滑框沿着边坡的长度方向排布设置有若干件,各件抗滑桩的下端均埋设于岩土边坡的坡脚内,锚索设置有若干根,各根锚索的下端均埋设于岩土表内,各件抗滑桩的上端分别与各根锚索的上端固定连接,弹性连接组件设置有若干组,各组弹性连接组件均布于任意相邻设置的两件抗滑桩之间,且各组弹性连接组件的两端均分别与任意相邻设置的两件抗滑桩远离岩土边坡的一侧面连接。本申请具有在确保抗滑桩稳定性的前提下,能够降低锚索的工作压力,以提高锚索的使用寿命及使用安全性。
Rock-soil slope supporting structure and construction method
一种岩土边坡支护结构及施工方法
RAN GUIFANG (Autor:in) / LU LINGYAN (Autor:in) / HUANG YIQIANG (Autor:in) / QUE XIAOJIN (Autor:in)
22.08.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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