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城市热岛效应下浅层土中混凝土的酸腐蚀试验研究
引用本文:卢毅,施斌,刘瑾,顾凯,唐朝生,高磊.城市热岛效应下浅层土中混凝土的酸腐蚀试验研究[J].防灾减灾工程学报,2011,31(3):241-246,274.
作者姓名:卢毅  施斌  刘瑾  顾凯  唐朝生  高磊
作者单位:南京大学地球科学与工程学院地球环境计算工程研究所;
基金项目:国家自然科学基金重点项目(40730739); 高等学校博士点基金项目(200802840018)资助
摘    要:针对城市热岛效应引起城区浅层土地温场升高这一观测结果,采用室内快速模拟试验方法,对城区酸性土壤腐蚀混凝土材料的温度效应开展了试验研究.试验研究了在温度为5℃、20℃和40℃条件下,混凝土试样在酸浓度分别为0%、5%和10%的沙土介质中放置30 d、90 d后的抗压强度变化规律,并对混凝土试样在腐蚀过程中的腐蚀系数变化规...

关 键 词:城市热岛效应  混凝土  酸腐蚀  抗压强度  试验研究

Laboratory Study on Urban Heat Island Effect on the Acid Corrosion of Concrete in Superficial Soil Layers
LU Yi,SHI Bin,LIU Jin,GU Kai,TANG Chao-sheng,GAO Lei.Laboratory Study on Urban Heat Island Effect on the Acid Corrosion of Concrete in Superficial Soil Layers[J].Journal of Disaster Prevent and Mitigation Eng,2011,31(3):241-246,274.
Authors:LU Yi  SHI Bin  LIU Jin  GU Kai  TANG Chao-sheng  GAO Lei
Institution:LU Yi,SHI Bin,LIU Jin,GU Kai,TANG Chao-sheng,GAO Lei (The School of Earth Sciences and Engineering,Nanjing University,Nanjing 210093,China)
Abstract:This research was conducted to evaluate the concrete acid corrosion in the superficial soil layers of urban area at the higher ground temperature owing to the urban heat island effect.The compressive strength properties of concrete specimens,which were held in the situation of temperature 5℃,20℃and 40℃,acid concentration 0%,5%and 10%,and erosion time 30 d and 90 d were studied.And the mechanism of concrete acid corrosion and the urban heat island effect on the concrete strength in superficial soil layers for Nanjing area was analyzed.The test results indicate that the coefficient of corrosion of concrete specimens increases with the increasing of the temperature;and the temperature has an increasingly powerful influence on the coefficient of corrosion with higher acid concentration.Under the situation of sulfuric acid concentration 10%and immersing time 30 d,the coefficient of corrosion of concrete specimen reaches 45.21%at the temperature 40℃,which was almost twice of the corrosion coefficient at temperature 5℃. In other words,the coefficient of corrosion increases 0.64%with the rising 1℃of the environment temperature. The research achievement has a clear meaning to reduce the urban heat island effect in geotechnical engineering.
Keywords:urban heat island effect  concrete  acid corrosion  compressive strength  laboratory study  
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