Prestress self-balancing anchoring system capable of controlling swelling rock tunnel heaving floor deformation

The invention discloses a prestress self-balancing anchoring system capable of controlling swelling rock tunnel heaving floor deformation, which comprises a beryllium copper prestress anchor rod and a prestress control system, the beryllium copper prestress anchor rod comprises a friction cone, a ro...

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Hauptverfasser: ZHOU WEIYANG, WANG TAO, ZHAO SHOUQUAN, WU HONGGANG, ZHAO ZHONGHU, YANG JINGCHUAN, CHENG FEI, LI YONGQIANG, YUAN RONGTAO, ZHANG KAI, ZHANG JUNDE, PAI LIFANG, ZHOU XINLU, KANG WANPENG, KONG QINGXIANG, HUANG QIANGBIN, ZHU ZHAORONG, YOU CHAOYONG, LI GUIQI, LI LIANG
Format: Patent
Sprache:chi ; eng
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Zusammenfassung:The invention discloses a prestress self-balancing anchoring system capable of controlling swelling rock tunnel heaving floor deformation, which comprises a beryllium copper prestress anchor rod and a prestress control system, the beryllium copper prestress anchor rod comprises a friction cone, a rod body, a beryllium copper anchor rod shell, a prestress control device, a soil pressure sensor and an optical fiber sensor; the prestress control system comprises a surrounding rock deformation processing unit, a display unit and a prestress control device. The method comprises the following implementation steps that (1) the pre-stress size is preliminarily determined according to the geological exploration condition, and the beryllium copper anchor rod with a certain pre-stress is manufactured; 2) driving the pre-stressed anchor rod into the surrounding rock; (3) grouting; (4) when the surrounding rock pressure exceeds a threshold value, the anchor rods are thinned through the structural characteristics of the an