山东大学学报(工学版)
山東大學學報(工學版)
산동대학학보(공학판)
JOURNAL OF SHANDONG UNIVERSITY(ENGINEERING SCIENCE)
2013年
5期
74-79
,共6页
王甲春%张照华%苏宁
王甲春%張照華%囌寧
왕갑춘%장조화%소저
混凝土保护层%氯离子扩散系数%混凝土表面电阻率%原位%渗透性%耐久性
混凝土保護層%氯離子擴散繫數%混凝土錶麵電阻率%原位%滲透性%耐久性
혼응토보호층%록리자확산계수%혼응토표면전조솔%원위%삼투성%내구성
concrete cover%chloride diffusion coefficient%concrete surface resistivity%in situ%permeability%durability
利用离子迁移实验和混凝土表面电阻率两种实验方法原位测试5种钢筋混凝土箱梁保护层混凝土的氯离子扩散系数和混凝土表面电阻率,讨论原位测试结果与实验室里ASTM C1202电通量测量值的相关性,建立保护层混凝土氯离子扩散系数与混凝土表面电阻率之间的数学关系式,利用原位测试的氯离子扩散系数评价了钢筋混凝土箱梁在海洋环境条件中的使用寿命。研究结果表明,在稳态下混凝土结构表面保护层混凝土的氯离子扩散系数和混凝土表面电阻率与6h电通量具有较好的相关性,可以采用离子迁移实验和混凝土表面电阻率两种实验方法进行在原位测试和评价混凝土的渗透性,混凝土表面电阻率在工程应用上更为简便。
利用離子遷移實驗和混凝土錶麵電阻率兩種實驗方法原位測試5種鋼觔混凝土箱樑保護層混凝土的氯離子擴散繫數和混凝土錶麵電阻率,討論原位測試結果與實驗室裏ASTM C1202電通量測量值的相關性,建立保護層混凝土氯離子擴散繫數與混凝土錶麵電阻率之間的數學關繫式,利用原位測試的氯離子擴散繫數評價瞭鋼觔混凝土箱樑在海洋環境條件中的使用壽命。研究結果錶明,在穩態下混凝土結構錶麵保護層混凝土的氯離子擴散繫數和混凝土錶麵電阻率與6h電通量具有較好的相關性,可以採用離子遷移實驗和混凝土錶麵電阻率兩種實驗方法進行在原位測試和評價混凝土的滲透性,混凝土錶麵電阻率在工程應用上更為簡便。
이용리자천이실험화혼응토표면전조솔량충실험방법원위측시5충강근혼응토상량보호층혼응토적록리자확산계수화혼응토표면전조솔,토론원위측시결과여실험실리ASTM C1202전통량측량치적상관성,건립보호층혼응토록리자확산계수여혼응토표면전조솔지간적수학관계식,이용원위측시적록리자확산계수평개료강근혼응토상량재해양배경조건중적사용수명。연구결과표명,재은태하혼응토결구표면보호층혼응토적록리자확산계수화혼응토표면전조솔여6h전통량구유교호적상관성,가이채용리자천이실험화혼응토표면전조솔량충실험방법진행재원위측시화평개혼응토적삼투성,혼응토표면전조솔재공정응용상경위간편。
With Permit ion migration experiments and concrete surface resistivity test the chloride ion diffusion coeffi-cient and the concrete surface resistivity of the five concretes were measured and the relation between in situ results and ASTM C1202 electric flux for 6 h in the laboratory were analyzed.The mathematical relationship between a protective layer of concrete chloride ion diffusion coefficient and surface resistivity of concrete was established, and the service life of reinforced concrete beams was calculated by in situ testing results under the marine environment.The results showed that there was good correlation between the concrete surface resistivity of the concrete cover, in the steady state the ac-tion of chloride diffusion coefficient and 6 h charge.Permit experiments and the concrete surface resistivity were tested and evaluated the permeability of the concrete in situ, and concrete surface resistivity was easy in engineering applica-tions.