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作 者:Jiansheng Tian Li Hu Jiansheng Tian;Li Hu(School of Mechanics & Civil Engineering, China University of Mining and Technology, Xuzhou, China)
机构地区:[1]School of Mechanics & Civil Engineering, China University of Mining and Technology, Xuzhou, China
出 处:《Engineering(科研)》2016年第11期777-788,共12页工程(英文)(1947-3931)
摘 要:To apply the compression-type anchor to deep roadways, this paper analyzes and summaries the bearing mechanism, shear stress distribution of the grout body and engineering application of the compression-type anchor. The analysis shows that the compression-type anchor has the advantages of reasonable grout body stress form, high loading capacity, good corrosion resistance and durability. The analysis also indicates that further study on the stress distribution of the compression-type anchor’s grout body and the design of a new compression-type anchor with high strength initial support, simple structure, and small diameter that is suitable for the surrounding rock in deep roadway engineering is necessary to apply compression-type anchor supporting technology to the deep roadway.To apply the compression-type anchor to deep roadways, this paper analyzes and summaries the bearing mechanism, shear stress distribution of the grout body and engineering application of the compression-type anchor. The analysis shows that the compression-type anchor has the advantages of reasonable grout body stress form, high loading capacity, good corrosion resistance and durability. The analysis also indicates that further study on the stress distribution of the compression-type anchor’s grout body and the design of a new compression-type anchor with high strength initial support, simple structure, and small diameter that is suitable for the surrounding rock in deep roadway engineering is necessary to apply compression-type anchor supporting technology to the deep roadway.
关 键 词:Tension-Type Anchor Compression-Type Anchor Grout Body Fixed End
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