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14. Proof Testing of Cable Anchors in Rockfall Protection Systems

机译:14.岩石保护系统中电缆锚的证明测试

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This is a report on the testing procedures for wire rope anchors we see in rockfall mitigation systems across the US. For years the standard had been to incrementally load wire rope anchors just as if they were solid bar anchors. Wire rope anchors react differently to loading as compared to solid bar anchors. The cable has a certain amount of natural elongation due to their construction that takes place under loading. They are superior to solid bar anchors in rockfall systems as the wire rope anchor has the ability to absorb rock impacts without the possibility of breaking due to shearing. Due to this natural elongation, the incremental loading procedures we typically see in specifications for rockfall barriers and rockfall drapery projects are not necessary and have no relevance in determining the ultimate strength and pullout capacity of the anchor. We have found that simply just loading the anchor to the capacity required, waiting a couple of minutes for the natural elongation to take place and then reloading the wire rope anchor to the required capacity and holding at that load for a designated period of time proves the capacity of the anchor without the loading and unloading several times that is required during incremental loading procedures.
机译:这是关于我们在美国岩石缓解系统中看到的钢丝绳锚的测试程序的报告。多年来,标准已逐渐加载钢丝绳锚,就像它们是固体杆锚一样一样。与固体杆锚定相比,钢丝绳锚点与加载不同。由于其在装载下发生的结构,电缆具有一定量的自然伸长率。它们优于岩石系统中的固体杆锚,因为钢丝绳锚具有吸收岩石冲击的能力,而不会因剪切而破坏。由于这种自然伸长率,我们通常在岩石屏障和岩石壁板项目规范中看到的增量装载程序并非必要,并且在确定锚的最终强度和拔出容量时无关紧要。我们发现只需将锚装到所需的容量,等待几分钟才能发生自然伸长率,然后将钢丝绳锚重新加载到所需的容量上,并在该负载处保持指定的时间段证明了锚点的容量而不加载和卸载递增时需要在增量加载过程中所需的几次。

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