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A platform for research: civil engineering, architecture and urbanism
Novel rock slope prestressed anti-slide pile
The novel rock slope prestressed anti-slide pile comprises a reinforcement cage, an upper anchoring disc and a lower anchoring disc are fixedly connected to the top face and the bottom face of the reinforcement cage respectively, a plurality of sets of high constant-resistance component assemblies are arranged in the reinforcement cage, and each set of high constant-resistance component assembly comprises an upper high constant-resistance component, a lower high constant-resistance component and an anchor cable. The upper high constant-resistance component is fixedly connected with the upper anchoring disc, the lower high constant-resistance component is fixedly connected with the lower anchoring disc, and the upper high constant-resistance component and the lower high constant-resistance component are symmetrically arranged about the transverse middle section of the reinforcement cage; the high constant resistance component comprises a sliding sleeve and a sliding body, the sliding sleeve is fixedly connected with the anchoring disc, the sliding body is arranged in the sliding sleeve, the sliding body can slide along the sliding sleeve under certain external force, and the two ends of the anchor cable are fixedly connected with the sliding body in the upper high constant resistance component and the sliding body in the lower high constant resistance component respectively and tensioned. And the anchor cable is arranged in the anchor cable sleeve. The slide-resistant pile can effectively support a landslide body before and after being broken.
本发明公开了一种新型岩质边坡预应力抗滑桩，包括钢筋笼，在钢筋笼的顶面和底面分别固定连接有上锚固盘和下锚固盘，在钢筋笼内设置有多套高恒阻构件组件，每套高恒阻构件组件包括包括上高恒阻构件、下高恒阻构件和锚索，上高恒阻构件与上锚固盘固定连接，下高恒阻构件与下锚固盘固定连接，上、下高恒阻构件二者关于钢筋笼的横向中截面对称设置；所述高恒阻构件包括滑移套管和滑移体，滑移套管与锚固盘固定连接，滑移体设置在滑移套管内，在一定外力下滑移体可沿滑移套管滑动，所述锚索的两端分别与上高恒阻构件和下高恒阻构件中的滑移体固定连接并张紧，所述锚索设置在锚索套管内。本抗滑桩在破断前后均能对滑坡体进行有效支护。
Novel rock slope prestressed anti-slide pile
The novel rock slope prestressed anti-slide pile comprises a reinforcement cage, an upper anchoring disc and a lower anchoring disc are fixedly connected to the top face and the bottom face of the reinforcement cage respectively, a plurality of sets of high constant-resistance component assemblies are arranged in the reinforcement cage, and each set of high constant-resistance component assembly comprises an upper high constant-resistance component, a lower high constant-resistance component and an anchor cable. The upper high constant-resistance component is fixedly connected with the upper anchoring disc, the lower high constant-resistance component is fixedly connected with the lower anchoring disc, and the upper high constant-resistance component and the lower high constant-resistance component are symmetrically arranged about the transverse middle section of the reinforcement cage; the high constant resistance component comprises a sliding sleeve and a sliding body, the sliding sleeve is fixedly connected with the anchoring disc, the sliding body is arranged in the sliding sleeve, the sliding body can slide along the sliding sleeve under certain external force, and the two ends of the anchor cable are fixedly connected with the sliding body in the upper high constant resistance component and the sliding body in the lower high constant resistance component respectively and tensioned. And the anchor cable is arranged in the anchor cable sleeve. The slide-resistant pile can effectively support a landslide body before and after being broken.
本发明公开了一种新型岩质边坡预应力抗滑桩，包括钢筋笼，在钢筋笼的顶面和底面分别固定连接有上锚固盘和下锚固盘，在钢筋笼内设置有多套高恒阻构件组件，每套高恒阻构件组件包括包括上高恒阻构件、下高恒阻构件和锚索，上高恒阻构件与上锚固盘固定连接，下高恒阻构件与下锚固盘固定连接，上、下高恒阻构件二者关于钢筋笼的横向中截面对称设置；所述高恒阻构件包括滑移套管和滑移体，滑移套管与锚固盘固定连接，滑移体设置在滑移套管内，在一定外力下滑移体可沿滑移套管滑动，所述锚索的两端分别与上高恒阻构件和下高恒阻构件中的滑移体固定连接并张紧，所述锚索设置在锚索套管内。本抗滑桩在破断前后均能对滑坡体进行有效支护。
Novel rock slope prestressed anti-slide pile
一种新型岩质边坡预应力抗滑桩
CHEN SHANGYUAN (author) / DONG GUANGJUN (author) / LYU QIAN (author) / HOU LI (author) / TUO WANYONG (author) / QU XIN (author) / WANG ZHENKANG (author) / FENG CHAO (author)
2024-11-29
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Analysis of Rock Slope Stability Using Anti-Slide Pile
| Tema Archive | 2012
Analysis of Rock Slope Stability Using Anti-Slide Pile
| Trans Tech Publications | 2012
Analysis of Rock Slope Stability Using Anti-Slide Pile
| British Library Conference Proceedings | 2012