武汉理工大学学报(交通科学与工程版)
武漢理工大學學報(交通科學與工程版)
무한리공대학학보(교통과학여공정판)
JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY(TRANSPORTATION SCIENCE & ENGINEERING)
2014年
2期
338-341,345
,共5页
郝保红%程玉雪%李航%郭居易%王玫
郝保紅%程玉雪%李航%郭居易%王玫
학보홍%정옥설%리항%곽거역%왕매
氯盐%混凝土内部配筋%加速锈蚀%腐蚀特征
氯鹽%混凝土內部配觔%加速鏽蝕%腐蝕特徵
록염%혼응토내부배근%가속수식%부식특정
chlorine salt environment%steel bar inside the concrete reinforcing%accelerated corrosion test%corrosion mechanism%corrosion characteristics
采用模拟加速试验的方法,研究了氯盐环境下混凝土内部钢筋的锈蚀规律。运用先进的电化学测试手段,检测了混凝土内部钢筋在氯盐环境下的自锈蚀电流密度及电极电位量化指标,建立了锈蚀时间与钢筋锈蚀量的定量模型。用物理方式检测了氯盐环境下锈蚀钢筋的失重率,结合扫描电镜检测到的钢筋锈蚀层的微观结构及成分特点,揭示了钢筋的锈蚀机理及锈蚀特征。研究结果表明:钢筋在氯离子环境下腐蚀速率平均增加4~5倍,失重率比没有氯离子环境下提高了15%。由于氯离子的作用导致钢筋表面出现了局部不均匀的锈蚀层,是钢筋后期锈蚀急剧加速的直接诱因。
採用模擬加速試驗的方法,研究瞭氯鹽環境下混凝土內部鋼觔的鏽蝕規律。運用先進的電化學測試手段,檢測瞭混凝土內部鋼觔在氯鹽環境下的自鏽蝕電流密度及電極電位量化指標,建立瞭鏽蝕時間與鋼觔鏽蝕量的定量模型。用物理方式檢測瞭氯鹽環境下鏽蝕鋼觔的失重率,結閤掃描電鏡檢測到的鋼觔鏽蝕層的微觀結構及成分特點,揭示瞭鋼觔的鏽蝕機理及鏽蝕特徵。研究結果錶明:鋼觔在氯離子環境下腐蝕速率平均增加4~5倍,失重率比沒有氯離子環境下提高瞭15%。由于氯離子的作用導緻鋼觔錶麵齣現瞭跼部不均勻的鏽蝕層,是鋼觔後期鏽蝕急劇加速的直接誘因。
채용모의가속시험적방법,연구료록염배경하혼응토내부강근적수식규률。운용선진적전화학측시수단,검측료혼응토내부강근재록염배경하적자수식전류밀도급전겁전위양화지표,건립료수식시간여강근수식량적정량모형。용물리방식검측료록염배경하수식강근적실중솔,결합소묘전경검측도적강근수식층적미관결구급성분특점,게시료강근적수식궤리급수식특정。연구결과표명:강근재록리자배경하부식속솔평균증가4~5배,실중솔비몰유록리자배경하제고료15%。유우록리자적작용도치강근표면출현료국부불균균적수식층,시강근후기수식급극가속적직접유인。
This article adopts the method of simulated accelerated test and studies the regularity of cor-rosion of reinforcement in concrete in chlorine salt environment .It detects the corrosion current densi-ty and electrode potential quantitative indicators of the concrete reinforcing steel bar in chlorine salt environment and builds the quantitative model of the corrosion time and the amount of reinforcement corrosion with the advanced of electrochemical test methods .This article detects the weightlessness rate of the corrosion of reinforcement with the physical way and reveals the mechanism and the charac-teristics of the corrosion of steel bar with the microstructure and the component characteristics of rein-forcement corrosion layer using electron microscopy detected .T he research results prove that rein-forcement corrosion rate has increased by an average of 4 -5 times under chloride environment and weight loss ratio has increased by 15% compared with that under no -chloride environment .The re-sults also show that ,due to chlorine’s effect ,partial and uneven corrosion rust layer appears on sur-face of the reinforcement ,which will be the direct cause of inducing accelerating corrosion of rein-forcement at the later stage .