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Optimization research of anchor block cavity thickness in pre-stressed pier

机译:预应力墩锚块空腔厚度优化研究

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The pre-stressed pier anchor block cavity thickness has been carried on optimized analysis. Three kinds of different cavity thickness have been calculated. The stress of pier neck and anchor block cavity surface have been analyze. Anchor block was similar to two deep beam after seting cavity. Tensile stress of upstream surface increased with the thickness of deep beams decreased under arc door force. Tensile stress of downstream surface increased with the thickness of deep beams reduced under anchor force. The result indicated that cavity thickness can't be set too large.
机译:对预应力墩锚块的空腔厚度进行了优化分析。已经计算出三种不同的腔体厚度。分析了墩颈和锚块空腔表面的应力。设置空腔后,锚固块类似于两个深梁。在电弧门作用下,上游梁的张应力随着深梁厚度的减小而增大。在锚固力作用下,随着深梁厚度的减小,下游表面的拉应力增大。结果表明,腔体厚度不能设置得太大。

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