聚氨酯水泥(puc)与钢筋粘结性能的研究

Kexin Zhang
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摘要

本文进行了钢筋与PUC的拉拔试验,研究了保护层厚度、钢筋锚固长度、钢筋直径和钢筋形状对粘结性能的影响。结果表明:钢筋与PUC材料的粘结强度随保护层厚度的增加而增加,随锚固长度和钢筋直径的增加而降低;裸圆钢的结合强度明显低于带肋钢,最大结合强度约为带肋钢的47.4%。通过分析拔拔试验获得的粘结滑移曲线,将钢筋与PUC材料粘结锚固的应力过程主要归纳为三个阶段:上升阶段、下降阶段和残余阶段。分析了曲线特征、各阶段试样的应力过程和破坏模式。
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STUDY ON BONDING PROPERTY OF POLYURETHANE CEMENT (PUC) TO STEEL BAR
The pull-out test of the bar and PUC is carried out in this paper, the effects of protective layer thickness, reinforcement anchorage length, diameter and shape of reinforcement on bonding properties were studied. The results show that the bond strength between reinforcement and PUC material increases with the increase of the thickness of the protective layer, but decreases with the increase of the anchorage length and diameter of reinforcement. The bond strength of bare round steel is significantly lower than that of ribbed steel, and the maximum bond strength is about 47.4% of ribbed steel. By analyzing the bond slip curve obtained from the pull-out test, the stress process of bond anchorage between reinforcement bar and PUC material is mainly summarized into three stages: the rising stage, the falling stage and the residual stage. The characteristics of the curve, the stress process and the failure mode of specimen at each stage are analyzed.
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