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Experimental Study on Friction Coefficient and Stress Loss of Retard-bonded PC Steel Strand

机译:延迟粘结PC钢绞线摩擦系数和应力损失的实验研究

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In order to verify the influence of curing degree of retarded binder on the friction coefficient of retarded-bonded PC steel strand, 3 PC beams with 3300mm in length and 300×400 cross-section is manufactured and 3 retard-bonded PC steel strands in straight-through arrangement at each PC beam is set. According to different retarder curing degree, tensile test of retard-bonded PC steel strands is carried out in batches with each batch of 3 PC steel strands. During the curing process of the retarder, long-term measurement of pre-stress loss of the PC steel strands has been carried out too. The experimental results showed that: 1) Under the same retarder curing degree, friction coefficient of PC steel strand would gradually decrease with the increases of tensile force. 2) As stress of PC steel strands reached control stress, the friction coefficient would gradually increase with the increase of retarder hardness. And when shore scleroscope hardness of retarder reached the value of 83.1, friction coefficient κ of the PC steel strands increased to 0.5384. 3) The stress loss of PC steel strands was large upon completion of tensioning. The stress loss would decline gradually with the curing time increasing, and would tend to stable after 109 days.
机译:为了验证固化上延迟键合的PC钢绞线的摩擦系数延迟粘合剂的程度的影响,3 PC梁在长度3300毫米和300×400的横截面被制造并在直3延迟键合的PC钢绞线在每个PC光束 - 通过布置被设置。根据不同的延迟固化度,延迟键合的PC钢绞线的拉伸试验按批次与3 PC钢绞线的每批进行。在延迟器的固化过程中,PC钢绞线的预应力损失的长期测量已进行了太。实验结果表明:1)在相同的延迟固化度,PC钢绞线的摩擦系数会逐渐的拉伸力的增加减少。 2)作为PC钢绞线的应力达到控制应力,摩擦系数会逐渐与缓凝剂硬度的增加而增加。并且当延迟的岸跳硬度达到83.1的值时,PC钢绞线的摩擦系数κ上升至0.5384。 3)PC钢绞线的应力损失是张紧完成时大。应力损失将与固化时间的增加而逐渐下降,后109天将趋于稳定。

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