砖瓦
磚瓦
전와
2013年
11期
9-12
,共4页
高燕%吴从亮%谢菲琳%赵星
高燕%吳從亮%謝菲琳%趙星
고연%오종량%사비림%조성
轻质高强混凝土%水灰比%表观密度%强度
輕質高彊混凝土%水灰比%錶觀密度%彊度
경질고강혼응토%수회비%표관밀도%강도
high-strength lightweight concrete%water-cement ratio%apparent density%strength
在坍落度保持一定的条件下,采用玻璃微珠和陶粒制备轻质高强混凝土,研究了陶粒、玻璃微珠、减水剂的掺量对混凝土水灰比、表观密度和力学性能的影响。试验结果表明:随着陶粒、玻璃微珠掺量的增加,混凝土水灰比提高,表观密度和强度降低;随减水剂掺量的增加,混凝土水灰比降低,表观密度和强度先提高后降低,减水剂最佳掺量为1.5%;玻璃微珠与陶粒在混凝土内部分布均匀,无离析分层现象。通过试验确定配制轻质高强混凝土的主要技术方法,制备出强度63.4 MPa,表观密度1770 kg/m3,比强度1.328的轻质高强混凝土。
在坍落度保持一定的條件下,採用玻璃微珠和陶粒製備輕質高彊混凝土,研究瞭陶粒、玻璃微珠、減水劑的摻量對混凝土水灰比、錶觀密度和力學性能的影響。試驗結果錶明:隨著陶粒、玻璃微珠摻量的增加,混凝土水灰比提高,錶觀密度和彊度降低;隨減水劑摻量的增加,混凝土水灰比降低,錶觀密度和彊度先提高後降低,減水劑最佳摻量為1.5%;玻璃微珠與陶粒在混凝土內部分佈均勻,無離析分層現象。通過試驗確定配製輕質高彊混凝土的主要技術方法,製備齣彊度63.4 MPa,錶觀密度1770 kg/m3,比彊度1.328的輕質高彊混凝土。
재담락도보지일정적조건하,채용파리미주화도립제비경질고강혼응토,연구료도립、파리미주、감수제적참량대혼응토수회비、표관밀도화역학성능적영향。시험결과표명:수착도립、파리미주참량적증가,혼응토수회비제고,표관밀도화강도강저;수감수제참량적증가,혼응토수회비강저,표관밀도화강도선제고후강저,감수제최가참량위1.5%;파리미주여도립재혼응토내부분포균균,무리석분층현상。통과시험학정배제경질고강혼응토적주요기술방법,제비출강도63.4 MPa,표관밀도1770 kg/m3,비강도1.328적경질고강혼응토。
Keeping the concrete slump unchanged, the high-strength lightweight concrete is prepared by glass beads and ceramsite;And the effect of ceramsite content, glass beads content and water producer content on the water-cement ratio, apparent density and mechanical properties of concrete are studied. The results show that the water-cement ratio of concrete increased and the apparent density and strength of concrete reduced with increasing ceramsite content and glass beads content; With increasing superplasticizer content, the water-cement ratio of concrete reduced, but the apparent density and strength of concrete increased first and then decreased, and the optimal water producer content is 1.5 %, and glass beads and ceramsite are evenly distributed in the concrete, no segregation and stratification. The test determines the main technical method for preparing high strength lightweight concrete.