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Structural detection and safety ensuring methods of impervious wall during nuclear power plant construction

机译:核电站施工中防渗墙的结构检测与安全保障方法

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Combined with the dynamic compaction example of a nuclear power plant, a fully field tests was conducted to get the permeability and integrality of the impervious wall in real time. The dynamic compaction vibration impact on impervious wall was researched based on the test results. The relationships between damage characteristic and peak particle velocity of impervious wall are suggested also. The safety control standards which used vibration safety threshold to control the potential damage for impervious wall under long-term dynamic compaction were presented. When the PPV of impervious wall is not exceeding the safety threshold, the impervious wall will in its secured state. According to the damage detection method and the presented safety threshold of vibration velocity, the protected structure can be simply and protected during dynamic compaction. The research methods reflects the damage of protected structure directly, and more accurate and safety than traditional methods.
机译:结合核电站的动态压实例,进行了完全现场测试,以实时地获得渗透壁的渗透性和完整性。基于测试结果,研究了对不透水壁的动态压实振动影响。还提出了不透水壁的损伤特性和峰值粒子速度之间的关系。介绍了使用振动安全阈值来控制长期动态压实下的防渗墙潜在损坏的安全控制标准。当不透水壁的PPV不超过安全阈值时,不透水壁将在其固定状态下。根据损伤检测方法和施加的振动速度的安全阈值,在动态压实期间可以简单地保护受保护的结构。该研究方法直接反映了保护结构的损害,比传统方法更准确和安全。

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