苏州科技学院学报:工程技术版
囌州科技學院學報:工程技術版
소주과기학원학보:공정기술판
Journal of University of Science and Technology of Suzhou:Engineering and Technology
2011年
3期
6-11
,共6页
污水环境%混凝土%腐蚀状态%耐久性
汙水環境%混凝土%腐蝕狀態%耐久性
오수배경%혼응토%부식상태%내구성
sewage environment%reinforced concrete%corrosion behavior
对处于污水环境中混凝土材料的材性、碳化深度、承载能力的变化规律进行了研究,建立了污水介质中混凝土强度的腐蚀模型,并应用多层次递阶评定方法,对实际工程结构的腐蚀状态进行了评判,对其耐久性作了预测。
對處于汙水環境中混凝土材料的材性、碳化深度、承載能力的變化規律進行瞭研究,建立瞭汙水介質中混凝土彊度的腐蝕模型,併應用多層次遞階評定方法,對實際工程結構的腐蝕狀態進行瞭評判,對其耐久性作瞭預測。
대처우오수배경중혼응토재료적재성、탄화심도、승재능력적변화규률진행료연구,건립료오수개질중혼응토강도적부식모형,병응용다층차체계평정방법,대실제공정결구적부식상태진행료평판,대기내구성작료예측。
The investigation shows that the reinforced concrete structures exposed to sewage for a long time was corroded seriously. This paper systematically studied the variation rule of materials, characteristics, carbonized depth and bearing capacity of concrete under different sewage conditions, and set up the model of concrete corro- sion behavior in the pollution condition. The paper evaluated the corrosion behavior in the practical engineering structure using the multilevel hierarchical assessment, and the durability was estimated.