混凝土
混凝土
혼응토
CONCRETE
2014年
7期
52-54
,共3页
张林飞%李宗利%张国辉%周斌扬%张久进
張林飛%李宗利%張國輝%週斌颺%張久進
장림비%리종리%장국휘%주빈양%장구진
混凝土%干燥温度%干燥曲线%含水率%水分散失
混凝土%榦燥溫度%榦燥麯線%含水率%水分散失
혼응토%간조온도%간조곡선%함수솔%수분산실
concrete%drying temperature%drying curve%moisture content%water desorption
温度是影响混凝土干燥的主要因素之一,合理地确定干燥温度对研究水对混凝土影响试验具有重要意义。以混凝土标准立方体试件为试材,分别设置150、120、105、85、60℃5个温度干燥水平,采用电热恒温鼓风干燥箱对混凝土试件进行干燥,记录干燥过程中试件的质量变化,得到不同干燥温度下混凝土的干燥质量随时间的变化规律。结合混凝土中水分存在形式,分析不同干燥温度下混凝土所达到的干燥状态,解释不同干燥温度对最终干燥状态的影响机理。研究表明,不同干燥温度下其散失水分形式、失水量、干燥速率、所达到干燥状态均不相同。干燥温度越高,所需干燥时间越短,水分散失量越大,水分散失类别越多,所测干基含水率越大。
溫度是影響混凝土榦燥的主要因素之一,閤理地確定榦燥溫度對研究水對混凝土影響試驗具有重要意義。以混凝土標準立方體試件為試材,分彆設置150、120、105、85、60℃5箇溫度榦燥水平,採用電熱恆溫鼓風榦燥箱對混凝土試件進行榦燥,記錄榦燥過程中試件的質量變化,得到不同榦燥溫度下混凝土的榦燥質量隨時間的變化規律。結閤混凝土中水分存在形式,分析不同榦燥溫度下混凝土所達到的榦燥狀態,解釋不同榦燥溫度對最終榦燥狀態的影響機理。研究錶明,不同榦燥溫度下其散失水分形式、失水量、榦燥速率、所達到榦燥狀態均不相同。榦燥溫度越高,所需榦燥時間越短,水分散失量越大,水分散失類彆越多,所測榦基含水率越大。
온도시영향혼응토간조적주요인소지일,합리지학정간조온도대연구수대혼응토영향시험구유중요의의。이혼응토표준립방체시건위시재,분별설치150、120、105、85、60℃5개온도간조수평,채용전열항온고풍간조상대혼응토시건진행간조,기록간조과정중시건적질량변화,득도불동간조온도하혼응토적간조질량수시간적변화규률。결합혼응토중수분존재형식,분석불동간조온도하혼응토소체도적간조상태,해석불동간조온도대최종간조상태적영향궤리。연구표명,불동간조온도하기산실수분형식、실수량、간조속솔、소체도간조상태균불상동。간조온도월고,소수간조시간월단,수분산실량월대,수분산실유별월다,소측간기함수솔월대。
Temperature is one of the main factors influencing the concrete dry. Determining reasonably the drying temperature is very significant for the study of water influence on concrete test. Standard cube concrete specimen was used to be experimental material,con-crete specimen was dried in electric drying oven with forced convection under the 150,120,105,85,60 degrees. Quality change of con-crete specimen was recorded in the drying process. Quality change of concrete specimen was recorded in the drying process. So the change rule of concrete specimen quality along with drying time history was found. On the basis of existence form of concrete moisture,concrete dry state under different drying temperature was analyzed,and then mechanism of final concrete dry state under different concrete drying temperature was explained. Research shows that form of concrete loss moisture and quantity of concrete loss moisture,reached drying regime were all different. The higher drying temperature existed,the shorter drying time required,the more quantity of concrete lost,the more form of concrete loss moisture,the more dry basis moisture content measured.