《Loads borne by a tie-in point during ascents and descents on a basal-anchored stationary rope system》

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作者
Brian Kane
来源
URBAN FORESTRY & URBAN GREENING,Vol.51,Issue1,Article 126687
语言
英文
关键字
Climbing;Friction;Ropes
作者单位
Original article"}]},{"#name":"title","$":{"xmlns:ce":true,"id":"tit0005"},"_":"Loads borne by a tie-in point during ascents and descents on a basal-anchored stationary rope system"}],"floats":[],"footnotes":[],"attachments":[]},"vol-first":"51","vol-iss-suppl-text":"Volume 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摘要
Previous studies that quantified or simulated loads on a tie-in point (TIP) during climber ascents, abrupt stops during descents, and falls considered crown-anchored stationary rope systems (SRS). But climbers also use basal-anchored SRS when working in trees, and because both parts of the rope—lead and fall—carry a load, the TIP presumably bears a greater load than on a crown-anchored SRS. In this study, tension in the fall and lead of a rope used in a basal-anchored SRS was measured during climber ascents and abrupt stops during descents. As expected, loads borne by the TIP were greater than on a crown-anchored SRS. Loads also varied among three species selected for varying degrees of bark roughness; greater loads were borne on the TIPs of a smooth-barked species. It was also noteworthy that pre-loading a TIP to determine its safety, which climbers do before ascending, increased the total load during ascents, presumably because tension set during the pre-load was not released in the fall of the rope prior to the ascent. To reduce the likelihood of TIP failure, climbers are advised to take care when selecting a TIP that will support a basal-anchored SRS.