首页> 外国专利> A Sectional Modular Large-Deformation-Resistant Impact-Resistant Composite Rock Bolt and Its Assembling Method

A Sectional Modular Large-Deformation-Resistant Impact-Resistant Composite Rock Bolt and Its Assembling Method

机译:截面模块化抗大变形抗冲击复合岩栓及其装配方法

摘要

This invention puts forward a sectional modular large-deformation-resistant impact-resistant composite rock bolt and its assembling method. The outer anchor module of this composite rock bolt consists of the outer anchor end, anchor tubes and anchor piers, all of which are bonded with the borehole wall through the anchorage agent to act as a full-grouted bolt. And the inner anchor module consists of the outer anchor end, anchor piers, springs and threaded rod. The threaded rod, under the traction by the outer anchor end, presses the inner anchor springs to distribute the anchoring force to the anchor piers, which then pass such force as a pressure to the anchoring agent, thus playing the role of a pressure-dispersive anchor. Before the failure of the anchor tube, the inner anchor module is in parallel with the outer anchor module, playing the role of auxiliary anchorage on surrounding rock; after the failure of the anchor tube, such structure can yield and buffer effectively against the surrounding rock and realize secondary high-strength support timely.
机译:本发明提出了一种分段组合式抗大变形抗冲击复合岩石锚杆及其组装方法。该复合岩石锚杆的外锚模块由外锚端,锚管和锚墩组成,它们全部通过锚固剂与井壁结合在一起,充当全灌浆锚栓。内锚模块由外锚端,锚墩,弹簧和螺杆组成。螺纹杆在外部锚固端的牵引力作用下,挤压内部锚固弹簧,将锚固力分配到锚固墩,锚固墩随后将诸如压力的力传递给锚固剂,从而起到压力分散的作用。锚。在锚管失效之前,内锚模块与外锚模块平行,起到围岩辅助锚固的作用。锚管失效后,这种结构可以有效地屈服并缓冲围岩,并及时实现二次高强度支护。

著录项

  • 公开/公告号US2018202122A1

    专利类型

  • 公开/公告日2018-07-19

    原文格式PDF

  • 申请/专利权人 GUOAN XU;

    申请/专利号US201615524932

  • 发明设计人 GUOAN XU;

    申请日2016-06-06

  • 分类号E02D5/80;E21D21/00;

  • 国家 US

  • 入库时间 2022-08-21 13:00:32

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