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A practical design approach for an improved resin-anchored tendon

机译:一种改进树脂锚固肌腱的实用设计方法

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摘要

The use of resin-grouted tendons is a common ground support practice in the mining industry, and various tendon designs are available. The support strength of a resin-grouted tendon is often constrained by the resin annulus between the tendon and the borehole. Effective mixing of the resin is typically achieved by ensuring the resin annulus does not exceed a specified maximum limit. Therefore, in some cases, the diameter of the tendon is dictated by the maximum allowable resin annulus and minimum diameter borehole that can be drilled and not by the support design requirements. Tendons with mastic resin capsules are prone to 'gloving' by the capsule packaging, thereby debonding the tendon from the borehole, and compromising the mixing of the resin surrounding the tendon. This paper documents a practical investigation into the effectiveness of typical resin tendon designs in large annulus installations, and the development of an improved tendon design for such cases.
机译:使用树脂灌浆肌腱是采矿工业中共同的地面支持实践,可提供各种肌腱设计。 树脂灌浆肌腱的支撑强度通常受肌腱和钻孔之间的树脂环限制。 通常通过确保树脂环不超过规定的最大限制来实现树脂的有效混合。 因此,在一些情况下,肌腱的直径由可以钻井而不是通过支持设计要求钻井的最大允许树脂环和最小直径钻孔。 胶粘剂胶囊胶囊易于通过胶囊包装的“手动”,从而从钻孔中剥离肌腱,并损害肌腱周围树脂的混合。 本文记录了大型环形装置中典型树脂肌腱设计的实际研究,以及这种情况下改进的肌腱设计。

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