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Experimental Study on the Cohesional Strength between Old and New Pavement Concrete

机译:旧路面混凝土之间凝聚力的实验研究

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The effects of old and new pavement concrete cohesional strength by different concrete surface processing mode, types of interface agent and cycle of freezing and thawing were studied through experiments and theoretical analysis to test the old and new pavement concrete cohesional strength under the ambient temperature and freezing and thawing environment. The experiments show that the interface agent has great influences on the concrete surface cohesional strength and cement paste has the best bonding effect. The old and new pavement concrete has poor frost resistance, and the compression and rupture strength of the cohesional surface are lowest under the cement-sand mortar interface agent mode. After chipping treatment, the frost resistance ability is better than the brushing treatment's.
机译:通过不同的混凝土表面处理模式,通过实验和理论分析研究了不同混凝土表面处理模式,界面代理的类型的界面代理和冻结和解冻循环的影响,以测试环境温度和冷冻下的旧路面混凝土凝聚力和解冻环境。实验表明,界面试剂对混凝土表面的粘性强度和水泥糊性具有最佳的粘合效果。旧的和新的路面混凝土具有差的冰霜抗性差,并且在水泥 - 砂浆界面代理模式下的凝聚力的压缩和破裂强度最低。在切碎处理后,冰霜抗性能力优于刷牙治疗。

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