首页> 外文会议>International conference on structural mechanics in reactor technology;SMiRT 19 >Long-term Study on Properties of High-strength Mass Concrete in PCCV(Prestressed Concrete Containment Vessel) (Monitoring Test Results and Durability of Concrete over 22 years)
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Long-term Study on Properties of High-strength Mass Concrete in PCCV(Prestressed Concrete Containment Vessel) (Monitoring Test Results and Durability of Concrete over 22 years)

机译:PCCV(预应力混凝土密闭容器)中高强度大体积混凝土性能的长期研究(22年来混凝土的监测测试结果和耐久性)

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This paper describes the strength gain properties of mass concrete specimens cast in wintertime and summertime. Subsequently we discussed the verification data for the effect of increasing durability of coating for protective finish and durability assessment for the coating itself.At first, the long-term properties of concrete is summerized. The compressive strength increases gradually from one year to 20 years. The strength of core sample is almost same as that of standard curing specimen at the 22~(nd) year. It was confirmed that the compressive strength is sufficiently larger than the specified design strength.Secondly, the effect of protective finish of coating is described. The protective finish of coating is expected to have chloride resistivity and restraint effect of neutralization. The performance and those effects are maintained judging from the results of follow-up surveys over 20 years The chloride resistivity of coated film is confirmed since the specimens with coating does not increase the chloride content even if at near the surface.Finally, the durability performance of coated film over 20 years is summerized. All of the specimens do not show marked deterioration such as blistering, stripping and cracking, do not show dirt and maintain favorable conditions over 20 years.It is concluded that the durability of mass concrete and finishing material is verified through monitoring tests described here over the long term. These tests are quite useful in case direct destructive tests for important buildings such as nuclear reactor buildings are restricted since the tests could be conducted under the same circumstances as actual buildings. This clearly demonstrates that the monitoring tests will make a substantial contribution to verify the integrity of the building and make the maintenace plan for the buildings.
机译:本文描述了冬季和夏季浇筑的大体积混凝土试样的强度增益特性。随后,我们讨论了验证数据,这些数据对于提高保护性涂层的耐久性以及对涂层本身的耐久性进行了评估。 首先,对混凝土的长期性能进行夏季评估。抗压强度从一年逐渐增加到20年。在22〜(nd)年,核心样品的强度与标准固化样品的强度几乎相同。可以确认,抗压强度比规定的设计强度足够大。 其次,描述了保护涂层的效果。预期涂层的保护层具有耐氯化物性和中和的抑制作用。从20年的后续调查结果来看,性能和那些效果得以保持。涂膜的氯化物电阻率得以确认,因为带有涂层的样品即使在表面附近也不会增加氯化物含量。 最终,涂层膜在20年以上的耐久性得以实现。所有样品在20年内都没有显示出明显的变质,如起泡,剥离和开裂,没有显示出污垢并保持了良好的条件。 结论是,通过长期描述的监测测试,可以验证大体积混凝土和饰面材料的耐久性。这些测试在限制重要建筑物(例如核反应堆建筑物)的直接破坏性测试的情况下非常有用,因为可以在与实际建筑物相同的环境下进行测试。这清楚地表明,监视测试将对验证建筑物的完整性和制定建筑物的维护计划做出重大贡献。

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