西藏公路滑坡防治中锚固结构的耐久性及修复技术

    The duration and remediation technologies of anchorage structure applied to the landslide prevention and control along the highway of Tibet

    • 摘要: 预应力锚固技术已成为西藏公路滑坡防治中最常用的工程技术。由于西藏特殊的地质地貌环境及气候条件,预应力锚固工程较易出现耐久性的问题。对西藏公路滑坡预应力锚固工程进行调查,存在的耐久性问题可归纳为3类:锚头封锚破坏、框架梁悬空破坏和坡体局部变形滑动而引起锚索失效。在分析影响锚固结构耐久性主控因素的基础上,针对性地提出了3种修复加固技术:锚固结构封锚破坏及锚头损毁修复加固技术、预应力锚索框架维修加固技术和补增预应力提高锚固结构抗滑力技术。

       

      Abstract: The prestressed anchorage has been a common engineering technology for landslide prevention and mitigation along the highway in Tibet. Due to special geological and geomorphical environment and climate condition, the durability problem is prone to occur in prestressed anchorage. Based on the investigation of the prestressed anchorage engineering project applied to landslide along the highway in Tibet, the authors have classified the durability problems into three sorts, i.e., ①anchor seal failure; ②frame beam cavitation destruction; ③anchor cable failure because of partial deformation of the sliding slope. On the basis of ananalysis of the key factors that impact the duration of anchorage structure, three remediation and reinforcement technologies have been put forward, i.e., the remediation and reinforcement technology applied in the seal of anchorage structure failure and anchor head damage, the remediation and reinforcement technology applied in the prestressed anchorage cable and frame beam, and the technology applied in the supplement of prestress to improve the anti-sliding force of anchorage structure.

       

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