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Experimental study and field application of calcium sulfoaluminate cement for rapid repair of concrete pavements

机译:硫铝酸钙水泥快速修补混凝土路面的试验研究与现场应用

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摘要

The fast-track repair of deteriorated concrete pavement requires materials that can be placed, cured, and opened to the traffic in a short period. Type III cement and Calcium Sulfoaluminate (CSA) cement are the most commonly used fast-setting hydraulic cement (FSHC). In this study, the properties of Type III and CSA cement concrete, including compressive strength, coefficient of thermal expansion (CTE) and shrinkage were evaluated. The test results indicate that compressive strength of FSHC concrete increased rapidly at the early age. CSA cement concrete had higher early-age and long term strength. The shrinkage of CSA cement concrete was lower than that of Type III cement concrete. Both CSA and Type III cement concrete had similar CTE values. Based on the laboratory results, the CSA cement was selected as the partial-depth rapid repair material for a distressed continuously reinforced concrete pavement. The data collected during and after the repair show that the CSA cement concrete had good short-term and long-term performances and, therefore, was suitable for the rapid repair of concrete pavement.
机译:快速修复损坏的混凝土路面需要材料可以在短时间内放置,固化并向交通开放。 III型水泥和硫铝酸钙(CSA)水泥是最常用的快速固化水硬性水泥(FSHC)。在这项研究中,评估了III型和CSA水泥混凝土的性能,包括抗压强度,热膨胀系数(CTE)和收缩率。测试结果表明,FSHC混凝土的抗压强度在早期就迅速增加。 CSA水泥混凝土具有较高的早期强度和长期强度。 CSA水泥混凝土的收缩率低于III型水泥混凝土。 CSA和III型水泥混凝土的CTE值相似。根据实验室结果,选择CSA水泥作为遇险连续钢筋混凝土路面的部分深度快速修补材料。修复过程中和修复后收集的数据表明,CSA水泥混凝土具有良好的短期和长期性能,因此适用于混凝土路面的快速修复。

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