ZONAL BOLT-GROUTING SUPPORT DEVICE AND METHOD FOR CATACLASTIC ROCK MASS LARGE DEFORMATION OF HIGH-STRESS TUNNEL

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United States of America Patent

APP PUB NO 20240141785A1
SERIAL NO

18497882

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Abstract

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A zonal bolt-grouting support device and method for cataclastic rock mass large deformation of a high-stress tunnel, the method includes: drill holes in surrounding rock of a tunnel against a tunnel face after rock mass excavation, install high-strength prestressed anchor members, apply a preload to anchor bolts when expansion anchoring agent is fully expanded and has a certain strength, and zonally grout the surrounding rock after stress adjustment. The high-strength prestressed anchor member comprises an anchor bolt, an expansion anchor agent, a decoupling material, a grouting device, a reverse anti-skid device, etc. The grouting device consists of a shallow grouting steel pipe, a deep grouting steel pipe and a grouting stop valve, and the grouting steel pipe is arranged side by side with the anchor bolt in a drill hole. The technical proposal of the invention effectively inhibits the large deformation of a cataclastic rock mass.

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Patent Owner(s)

Patent OwnerAddress
POWERCHINA KUNMING ENG CORP LTDNot Provided

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Inventor(s)

Inventor Name Address # of filed Patents Total Citations
Cao, Xuexing Kunming, CN 4 2
Li, Fengqiong Kunming, CN 1 0
Liu, Xufeng Kunming, CN 12 12
Pan, Pengzhi Kunming, CN 2 0
Wang, Zhaofeng Kunming, CN 15 37
Yang, Shijie Kunming, CN 3 11
Zhan, Huyue Kunming, CN 1 0
Zhou, Yangyi Kunming, CN 2 0
Zhu, Guojin Kunming, CN 1 0

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