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Method of grouting a hollow rock bolt and rock bolt assembly
Method of grouting a hollow rock bolt and rock bolt assembly
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机译:空心岩栓注浆方法及岩栓组件
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1,018,689. Anchor bolts; pipe couplings. C. I. WILLIAMS. Nov. 4, 1964 [Nov. 19, 1963], No. 45053/64. Headings F2G and F2H. In a method of grouting a hollow rock bolt 10 having a threaded outer end 21, the bolt being installed in a hole 11, a coupling 22 having a threaded bore, is engaged with the outer extremity of the bolt, a grout tube 27 is connected to the coupling and grout is supplied to the hole 11 via the tube, coupling and bolt. A bearing plate 14 is engaged over the bolt 10 to transfer the stresses from the bevel washer 15 and nut 16. A seal 17 is formed by plastic sealing compound at the opening of the hole. Displaced air is exhausted through a conduit 19. The threaded bore of the coupling 22 is equipped with a sealing ring 24. A projection 26 which is a standard tube fitting has threaded engagement with the main body of the coupling 22.
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机译:1,018,689。地脚螺栓管接头。 C. I.威廉姆斯。 1964年11月4日[十一月。 [1963年1月19日],第45053/64号。标题F2G和F2H。在对具有带螺纹的外端21的空心岩石螺栓10进行注浆的方法中,将螺栓安装在孔11中,将具有螺纹孔的联轴器22与螺栓的外端接合,连接注浆管27水泥浆通过管,接头和螺栓被供应到孔11。轴承板14接合在螺栓10上,以传递来自斜垫圈15和螺母16的应力。在孔的开口处由塑料密封剂形成密封件17。排出的空气通过导管19排出。联接器22的螺纹孔配备有密封环24。作为标准管接头的突起26与联接器22的主体螺纹接合。
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