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1. 东北大学
2. 东北大学 资源与土木工程学院辽宁,沈阳,110004
纸质出版日期:2009,
网络出版日期:2009-1-14,
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李艺,赵文,梁磊.温度作用对于纤维混凝土抗渗性能影响[J].工程科学与技术,2009,41(5):87-91.
liyi, 赵文, 梁磊. Influence of Temperature on the Impermeability of Fiber Reinforced Concrete[J]. Advanced Engineering Sciences, 2009,41(5):87-91.
中文摘要: 为确保核废料贮存的长期耐久性,对受热150 ℃后的混杂纤维混凝土进行抗压强度、坍落度及抗渗试验,通过极差分析量化了钢纤维(材料A
材料B)、聚丙烯纤维(材料C)和粉煤灰(材料D)对各项性能影响效果;延长受热时间,对最陡坡法调优峰值试件与高强混凝土试件进行抗渗试验。结果表明:对于受热后混杂纤维混凝土的抗渗性能,各因素影响顺序为:材料A>材料C>材料D>材料B;随受热时间的增长,纤维混凝土与高强混凝土的抗渗性能均明显劣化;受热17 d后,钢纤维混凝土SP 10的抗渗性能优于高强混凝土SP 13;混杂钢纤维(材料A
材料B)混凝土适宜用作核废料贮存容器。
Abstract:To ensure the Long term durability of nuclear waste
the compressive strength
slump constant and impermeability of fiber reinforced concrete are carried out after being heated to 150 ℃. By the gradation analysis
the quantification of effects of the steel fiber(A
B)
polypropylene fiber(C)and fly ash(D)on the properties of concrete were done. By postponing the time for roasting
the impermeability of the specimens
adjusted by the method of steepest ascent and steel fiber reinforced concrete and high strength concrete were tested. It is concluded that: the effect on impermeability of hybrid fiber reinforced concrete after being heated:A>C>D>B. The impermeability of roasted fiber reinforced concrete and high strength concrete would degrade obviously. The impermeability of steel fiber reinforced concrete SP 10 is better than high strength concrete SP 13 after being heated 17 days. The hybrid steel fiber(A and B) reinforced concrete is suitable to the nuclear waste container.
纤维混凝土温度作用抗渗性能最陡坡法
fiber reinforced concretetemperature actionimpermeabilitymethod of steepest ascent
中华人民共和国建设部,GB/T S0081-2002.普通混凝土力学性能试验方法,.
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贡金鑫;郭育霞.聚丙烯纤维混凝土抗渗性能的试验研究[J].新型建筑材料,2006(11)
易成,谢和平,高伟.钢纤维对混凝土裂纹的抑制及其对抗渗性能的影响[J].土木工程学报,2004(3)
余志武;丁发兴;罗建平.高温后不同类型混凝土力学性能试验研究[J].安全与环境学报,2005(5)
吴波,袁杰,高温后高强混凝土的微观结构分析,哈尔滨建筑大学学报,1999(3).
Xi-Shu Wang ;Bi-Sheng Wu ;Qing-Yuan Wang,Online SEM investigation of microcrack characteristics of concretes at various temperatures,Cement and Concrete Research ,2005, 35(7).
Marta Choinska ;Abdelhafid Khelidj ;George Chatzigeorgiou,Effects and interactions of temperature and stress-level related damage on permeability of concrete,Cement and Concrete Research ,2007, 37(1).
刘振学;黄仁和;田爱民,实验设计与数据处理,北京:化学工业出版社,2005.
中国水利水电科学研究院,DL/T 5150-2001.水工混凝土试验规程,北京:中国电力出版社,2002.
中国核工业部,EJ 1914-2002.低、中水平放射性固体废物混凝土容器,.
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