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Cable Anchors versus Solid Bar Anchors in Rockfall Mitigation Systems

机译:落石缓解系统中的电缆锚与实心锚

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This is a comparison of different types of anchors used in rockfall mitigation systems across theUS. For years the standard had been using a solid bar drilled and grouted into rock to support theupper cable in all rockfall drape systems. We also saw solid bars used for the tie-back and lateralanchors in rockfall barrier installations in the beginning stages of constructing these barriers inthe US.It was found during observation of the installed systems that, due to the impacts from therockfall, the solid bar anchors used in rockfall barriers were not working as rocks were shearingoff the top of the anchor bars as they rolled down the slopes prior to impacting the barriersresulting in post failures and reduced net heights, thus compromising the systems capacitiesbefore impact. We also found years ago that solid bar anchors for rockfall drapes were beingcompromised by using too small of an anchor rod. The forces that are transferred to the anchorsin more in shear than the vertical pull-out direction that the anchors were tested in, thus reducingthe capacities most engineers were requiring as the shear strengths in the solid bars wereconsiderably less than the required pull-out strength.In recent years, there has been some testing to determine the difference in strengths betweencable anchors and solid bar anchors (WSDOT field test). This testing clearly showed that cableanchors are superior to solid bar anchors. When testing the anchors in the same direction as theloads that are stressing the anchors the pull-out strength increased substantially in cable anchorsversus the standard vertical pull-out tests usually performed. It also showed that the solid baranchors failed at or near the shear strength of the bar which was much less than the required pulloutstrength for most anchoring systems designed using a solid bar anchor.
机译:这是跨岩崩减轻系统中使用的不同类型锚的比较。 我们。多年来,该标准一直使用实心棒钻孔并灌入岩石中以支撑岩石。 所有落石悬垂系统中的上部电缆。我们还看到了实心杆用于绑扎和侧向 在建造这些屏障的初期,锚定在落石屏障装置中 美国。 在观察已安装系统的过程中发现,由于 落石时,由于岩石被剪切,用于落石屏障的坚固的条形锚不起作用 在撞击障碍物之前,当它们从斜坡上滚下时,它们离开了锚杆的顶部 导致后期故障并降低净高度,从而损害系统容量 冲击之前。几年前,我们还发现用于落石帷幕的实心条形锚 由于使用的锚杆太小而受到损害。传递给锚的力 的剪切力大于测试锚的垂直拔出方向,因此减小了 大多数工程师要求的能力,因为实心钢筋的剪切强度为 大大低于所需的拔出强度。 近年来,已经进行了一些测试来确定两者之间的差异。 电缆锚和实心锚(WSDOT现场测试)。该测试清楚地表明,电缆 锚优于实心条形锚。在与锚杆相同的方向上测试锚杆时 对锚固件施加压力的负载,电缆锚固件的抗拉强度大大提高 与通常执行的标准垂直拉拔测试相比。这也表明实心条 锚杆在钢筋的剪切强度或附近的剪切强度失败,该强度远小于所需的拉拔强度 大多数使用实心条形锚设计的锚固系统的强度。

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