60万kW高温气冷堆核电厂钢板混凝土剪力墙竖向荷载作用下单面耐火性能试验研究

沈斌; 王友刚; 张然; 刘明宇; 张琳琳; 刘伦; 王艳; 韦锋

doi:10.13204/j.gyjzG21101111

60万kW高温气冷堆核电厂钢板混凝土剪力墙竖向荷载作用下单面耐火性能试验研究

doi: 10.13204/j.gyjzG21101111

沈斌¹,
王友刚^1, ,,
张然¹,
刘明宇¹,
张琳琳¹,
刘伦¹,
王艳¹,
韦锋²

1. 中核能源科技有限公司, 北京 100193;
2. 华南理工大学土木与交通学院, 广州 510641

基金项目:

国家科技重大专项项目（2018ZX06902016）。

详细信息

作者简介:
沈斌,男,1979年出生,高级工程师。

通讯作者:
王友刚,ygwang@chinergy.com.cn。

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- 文章访问数: 159
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- 被引次数: 0
出版历程
- 收稿日期: 2021-10-11
- 网络出版日期: 2022-05-27

EXPERIMENTAL RESEARCH ON SINGLE-SIDED FIRE RESISTANCE OF SC SHEAR WALL UNDER VERTICAL LOAD IN HTR-PM600 NUCLEAR PLANT

1. Chinergy Co., Ltd., Beijing 100193, China;
2. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China

摘要

摘要: 结合高温气冷堆（HTR-PM600）项目工程需要，对核岛厂房结构采用的双侧钢板混凝土剪力墙（SC剪力墙）开展了单面耐火性能试验研究。基于4个具有相同轴压比的SC剪力墙典型试件在ISO834标准温升曲线作用下的单面受火试验结果，对比剪力墙墙厚、两侧钢板厚度、对拉构造等参数对试件单面受火下隔热性能的影响，得到了SC剪力墙的截面温度场分布规律、竖向变形、损伤模式、耐火极限等指标。试验结果表明：4个SC剪力墙试件受火面钢板均有轻微损伤，但背火面钢板基本保持完好；剪力墙截面总厚度对其单面受火条件下的耐火极限影响显著，受火侧外包钢板厚度对炉内温度与受火面混凝土的温差也有一定影响；SC剪力墙结构在两侧较大温差条件下具有良好的竖向承载能力及耐火性能。
- HTR-PM600 /
- SC剪力墙 /
- 单面耐火试验 /
- 隔热性 /
- 耐火极限
Abstract: According to the project requirements of HTR-PM600, the single-sided fire resistance test of double-steel-plate concrete shear wall (SC shear wall) structure in nuclear power plant was carried out. Based on the single-sided ISO834 standard fire test of 4 typical specimens under the same axial compression ratio, the effects of wall thickness of SC shear wall, the thickness of steel plates on otherside, tie rod structure, etc. on the thermal insulation property of specimens were analyzed and compared. The temperature field distribution across the cross section, vertical deformation, damage mode, fire resistance, etc. of the SC shear walls subjected to sigle-sided fire exposure were ascertained. The test results showed that the steel plates on the fire surface of the four SC shear wall specimens were slightly damaged, but the steel plates on the back fire surface were basically intact. The total thickness of shear wall section had a significant effect on the fire resistance of one side under fire condition, and the thickness of outer steel plate on fire side also had a certain effect on the temperature difference between the furnace temperature and the concrete on fire surface. SC shear wall structure had good vertical bearing capacity and fire resistance under large temperature difference on both sides.
- HTR-PM600 /
- SC shear wall /
- single-sided fire test /
- thermal insulation property /
- limit of fire resistance

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参考文献(13)

[1]	SELIH J, SOUSA A C M, BREMNER T W.Moisture and Heat Flow in Concrete Walls Exposed to Fire[J].Journal of Engineering Mechanics, 1994, 120(10):2028-2043.
[2]	CROZIER D A, SANJAYAN J G.Tests of Load-Bearing Slender Reinforced Concrete Walls in Fire[J].ACI Structural Journal, 2000, 97(2):243-251.
[3]	任红梅.高性能混凝土剪力墙火灾反应理论分析与抗火设计[D].上海:同济大学, 2006.
[4]	郑永乾.钢筋混凝土剪力墙耐火性能及抗火设计[J].建材世界, 2009, 30(3):37-41.
[5]	郑永乾, 蔡雪峰.火灾下钢筋混凝土墙计算模型及影响因素分析[J].土木建筑与环境工程, 2011, 33(1):24-30.
[6]	肖建庄, 侯一钊, 谢青海.高强混凝土剪力墙抗火性能试验研究[J].建筑结构学报, 2015, 36(12):91-98.
[7]	韦芳芳, 杜金娥, 胡雪峰, 等.单面受火双钢板-混凝土组合剪力墙的耐火性能试验研究[J].东南大学学报(自然科学版), 2016, 46(3):518-522.
[8]	FIDELIS R M, OLIVIA M, CARLO C, et al.Post-Fire Behaviour of Innovative Shear Connection for Steel-Concrete Composite Structures[J].Structures, 2017, 9:147-156.
[9]	孙运轮, 李凤姣, 王友刚, 等.核安全相关钢板-混凝土组合剪力墙耐火性能试验研究[J].工业建筑, 2019, 49(2):5-9.
[10]	杜二峰, 周雄亮, 秦乐, 等.单面受火桁架式多腔体钢板组合剪力墙抗火性能试验研究[J].工业建筑, 2020, 50(3):24-28.
[11]	李艺璇, 周婷, 刘红波, 等.不同防火措施下双钢板混凝土组合剪力墙耐火性能研究[J].工业建筑, 2020, 50(9):147-155.
[12]	习阳, 吴梦军, 曹鹏, 等.钢壳混凝土结构火灾高温下温度分布规律研究[J].地下空间与工程学报, 2020, 16(增刊2):985-992.
[13]	中华人民共和国国家质量监督检验检疫总局.建筑构件耐火试验方法第1部分通用要求:GB/T 9978.1-2008[S].北京:中国标准出版社, 2008.