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掺加掺合料高强高性能混凝土的材料性能试验研究
引用本文:张德娟,徐虎,郭立伟,刘险峰.掺加掺合料高强高性能混凝土的材料性能试验研究[J].新疆大学学报(理工版),2006,23(2):236-239.
作者姓名:张德娟  徐虎  郭立伟  刘险峰
作者单位:新疆大学建筑工程学院 新疆乌鲁木齐830008
基金项目:新疆大学校院联合资助项目
摘    要:通过对掺加不同掺合料的高强高性能混凝土的材性试验研究,说明了双掺比例合适的掺合料对高强度混凝土的工作度有所改善、抗压强度有所提高;在其他条件不变的情况下,砂率的提高对高强度混凝土的工作度有所改善、对高强度混凝土的抗压强度有所降低,确定了最佳砂率范围.

关 键 词:掺合料  高强高性能混凝土  材料性能  砂率
文章编号:1000-2839(2006)02-0236-04
收稿时间:2005-12-14
修稿时间:2005年12月14

Experimental Stuty on Material Performance of High Strength and High Performance Concrete About Mixing Material
ZHANG De-juan,XU Hu,GUO Li-wei,LIU Xian-feng.Experimental Stuty on Material Performance of High Strength and High Performance Concrete About Mixing Material[J].Journal of Xinjiang University(Science & Engineering),2006,23(2):236-239.
Authors:ZHANG De-juan  XU Hu  GUO Li-wei  LIU Xian-feng
Institution:College of Architecture Engineering, Xinjiang University, Urumqi , Xinjiang 830008, China
Abstract:WT5"BZ]Through the experimental stuty of high strength and high performance concrete added in different type of mix, it is explained that the workability of high strength concrete was improved and the compressive strength of high strength concrete was enhanced because of adding double mix in appropriate proportion,Under the with the other condition same, the workability of high strength concrete was improved and the compressive strength of high strength concrete was reduced because of increasing the sand coarse aggregate ratio.The optimum range of sand coarse aggregate ratio was defined. WT5"HZ]
Keywords:mix  high strength and high performance concrete  material performance  sand coarse aggregate ratio
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