SEVERAL RESEARCHES ON DURABILITY OF POST-FIRE CONCRETE STRUCTURES
-
摘要: 火灾对混凝土结构的安全性和适用性带来了严重的危害,而对其耐久性造成的危害同样不可忽视。由于火灾的高温和含氯烟雾作用,混凝土结构存在严重氯离子侵蚀问题。火灾的高温导致混凝土结构碳化,同时,火灾后的混凝土结构也存在着硫酸盐侵蚀等其他一些比较常见的耐久性问题。火灾对混凝土结构耐久性诸多影响的作用机理有别于通常状况,在深入研究火灾影响混凝土结构耐久性各种因素的作用机制的基础上,提出利用特殊的氯离子扩散模型来评估火灾后混凝土结构抵抗氯离子侵蚀耐久性能;引入混凝土结构内部温度场分布理论来评估火灾后混凝土结构碳化剩余寿命。Abstract: Fire hazard does have great harm to the safety and suitability of concrete structures.But in fact,fire also weakens the durability of concrete significantly.Serious problems of chloride ions erosion have been found in the post-fire concrete structures because of the high temperature and the smoke full of chloride ions.Fire also aggravates the carbonation of concrete.There are other common factors that influence the durability of the post-fire concrete as well, such as sulphate erosion.However,the mechanism of the impression that fire acts on the durability of concrete is different from common one.So,several problems of the durability of post-fire concrete structures have been studied.The mechanisms of impression due to chloride ions and carbonation at high temperature are presented.The prediction of service life of concrete structure is considered as well.Those have shown that the action of fire on concrete structures is one of important research contents of durability of concrete structures.
-
Key words:
- fire hazard /
- concrete structure /
- chlorides ions /
- temperature field /
- neutralization sulfide /
-
[2] 金贤玉.高温(火灾)作用后钢筋混凝土性能研究分析:[硕士学位论文].杭州:浙江大学,1992; 董毓利.混凝土结构的火安全设计.北京:科学出版社,2001; [3] Poon Chi Sun,Azhar Salman,Anson Mike,et al.Strength and Durability Recovery of Fire-Damaged Concrete after Post-Fire-Curing.Cement and Concrete Research,2001(31):1 307~1 308; [4] Llorca,Vera.Chloride Contamination of Concrete by Interaction with PVC Combustion Gases.Cement and Concrete Research,1998():209~219; [5] 金伟良,赵羽习.混凝土结构耐久性.北京:科技出版社,2002; [6] 金伟良,张奕,赵羽习.氯离子在火灾后混凝土中的扩散机理.建筑材料学报,2005(2):145~149; [7] Morsy M S,Galal A F,AboElEnein S A.Effect of Temperature on Phase Composition and Microstructure of Artificial Pozzolana-Cement Pastes Containing Burnt Kaolinite Clay.Cement and Concrete Research.1998,28(8):1 157~1 163; [8] 时旭东,过镇海.混凝土结构的温度场.工程力学,1995,13(1):35~44; [9] 张大长,吕志涛.火灾过程中混凝土构件内部的温度分布.南京建筑工程学院学报,1996(40):31~36; [10] 金伟良,赵羽习.混凝土结构耐久性研究的回顾和展望.浙江大学学报(工学版),2002,36(4):371~381; [11] 孙江安.通过碳化试验检测混凝土结构的耐久性.混凝土,1995(3):34~40; [12] 于忠,胡蔚儒.化工大气环境中混凝土的腐蚀机理及性能研究.混凝土,2000(8):10~15; [13] 王绍东,等.水泥组分对混凝土固化氯离子能力的影响.硅酸盐学报,2000,28(6)
点击查看大图
计量
- 文章访问数: 111
- HTML全文浏览量: 9
- PDF下载量: 73
- 被引次数: 0