COMPARISONS OF TECHNICAL STANDARDS AT HOME AND ABOARD FOR STRUCTURAL INTEGRITY TESTS OF PRESTRESSED CONCRETE CONTAINMENTS

LIU Kai; LIU Jiaxing; XU Haixiang; YANG Xinguang; WANG Zhe

doi:10.13204/j.gyjzg21102026

Volume 51 Issue 12

May 2022

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(12): 64-67,78

SHEN Tong, XU Haixiang, YANG Xinguang, SONG Zhengfeng, LIU Kai, ZHAO He, ZHANG Haiming. DISPLACEMENT ANALYSIS FOR STRUCTURAL INTEGRITY TEST OF CONTAINMENT OF HPR1000 NUCLEAR POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 1-6. doi: 10.13204/j.gyjzG21120605

Citation:

LIU Kai, LIU Jiaxing, XU Haixiang, YANG Xinguang, WANG Zhe. COMPARISONS OF TECHNICAL STANDARDS AT HOME AND ABOARD FOR STRUCTURAL INTEGRITY TESTS OF PRESTRESSED CONCRETE CONTAINMENTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 64-67,78. doi: 10.13204/j.gyjzg21102026

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COMPARISONS OF TECHNICAL STANDARDS AT HOME AND ABOARD FOR STRUCTURAL INTEGRITY TESTS OF PRESTRESSED CONCRETE CONTAINMENTS

doi: 10.13204/j.gyjzg21102026

1. Central Research Institute of Building and Construction Co., Ltd., MCC Group, Beijing 100088, China;
2. Inspection and Certification Co., Ltd., MCC Group, Beijing 100088, China;
3. China Nuclear Power Engineering Co., Ltd., Beijing 100840, China

Received Date: 2021-10-20
Available Online: 2022-05-27

Abstract

Abstract

Combined with the technical requirement of standards at home and aborad on structural strength tests for prestressed concrete containments, the test cycle, the process and the acceptance criteria were compared, the differences of standards were pointed out. Combined with a structural strength test of raising pressure and descending pressure in a practical project, some suggestions on the strength test in the structural integrity test of containments were proposed, which would provide reference to the successful implementation of the subsequent of structure strength test for containments in China.
- nuclear power plant,
- containment,
- structural strength test,
- structural integrity test,
- ACP1000

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References(11)

References

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