d@f¦è/¹bbs.3c3t.comCtl$Ð7ß
d@f¦è/¹bbs.3c3t.comCtl$Ð7ß
d@f¦è/¹bbs.3c3t.comCtl$Ð7ß
d@f¦è/¹bbs.3c3t.comCtl$Ð7ß一、 设计依据:《公路桥涵施工技术规范》(JTJ041-2000)重点控制d@f¦è/¹bbs.3c3t.comCtl$Ð7ß1、稠度d@f¦è/¹bbs.3c3t.comCtl$Ð7ß
d@f¦è/¹bbs.3c3t.comCtl$Ð7ß2、泌水率及膨胀率d@f¦è/¹bbs.3c3t.comCtl$Ð7ß3、强度。 d@f¦è/¹bbs.3c3t.comCtl$Ð7ß
二、 设计要求:d@f¦è/¹bbs.3c3t.comCtl$Ð7ß1、配制40Mpa孔道压浆配合比;d@f¦è/¹bbs.3c3t.comCtl$Ð7ß2、稠度要求14-18S;d@f¦è/¹bbs.3c3t.comCtl$Ð7ß3、泌水率及膨胀率要求符合规范。 d@f¦è/¹bbs.3c3t.comCtl$Ð7ß
三、 设计条件:d@f¦è/¹bbs.3c3t.comCtl$Ð7ß1、P.O 52.5R II;(经检测各项指标符合规范要求)d@f¦è/¹bbs.3c3t.comCtl$Ð7ß2、外加剂FDN-1(掺量暂取4%)d@f¦è/¹bbs.3c3t.comCtl$Ð7ß3、膨胀剂(低泌水、微膨胀,掺量暂取1%)d@f¦è/¹bbs.3c3t.comCtl$Ð7ß4、饮用水(经检测各项指标符合规范要求)d@f¦è/¹bbs.3c3t.comCtl$Ð7ß四、试配步骤:d@f¦è/¹bbs.3c3t.comCtl$Ð7ß①计算试配强度:净浆配合比设计材料单纯,只要计量准确不存在太大的偏差,结合混凝土配制强度计算要求,标准偏差σ取2.5Mpa就完全可以了,Rp=R+1.645×2.5=40+4.1=44.1Mpa;d@f¦è/¹bbs.3c3t.comCtl$Ð7ß②确定水灰比:暂取0.39;d@f¦è/¹bbs.3c3t.comCtl$Ð7ß③假定容重1900㎏/m3(经验取值);d@f¦è/¹bbs.3c3t.comCtl$Ð7ß④计算每立方米各种材料用量d@f¦è/¹bbs.3c3t.comCtl$Ð7ß⑴水泥+外加剂+膨胀剂+水=1900;d@f¦è/¹bbs.3c3t.comCtl$Ð7ß⑵水/水泥=0.39;d@f¦è/¹bbs.3c3t.comCtl$Ð7ß经计算得:d@f¦è/¹bbs.3c3t.comCtl$Ð7ß水泥=1319㎏/m3取1320㎏/m3;d@f¦è/¹bbs.3c3t.comCtl$Ð7ß外加剂=1320×4%=52.8㎏/m3;d@f¦è/¹bbs.3c3t.comCtl$Ð7ß水=1320×0.39=514.8㎏/m3;d@f¦è/¹bbs.3c3t.comCtl$Ð7ß膨胀剂=1320×1%=13.2㎏/m3;d@f¦è/¹bbs.3c3t.comCtl$Ð7ß五、 试拌0.01 m3材料用量:d@f¦è/¹bbs.3c3t.comCtl$Ð7ß水泥1320×0.01=13.2㎏;d@f¦è/¹bbs.3c3t.comCtl$Ð7ß外加剂52.8×0.01=0.528㎏;d@f¦è/¹bbs.3c3t.comCtl$Ð7ß膨胀剂52.8×0.01=0.528㎏;d@f¦è/¹bbs.3c3t.comCtl$Ð7ß水514.8×0.01=5.15㎏; d@f¦è/¹bbs.3c3t.comCtl$Ð7ß结果整理:d@f¦è/¹bbs.3c3t.comCtl$Ð7ß40Mpa孔道压浆配合比:d@f¦è/¹bbs.3c3t.comCtl$Ð7ß水泥:外加剂:膨胀剂:水=1:0.04:0.01:0.39=50:2:0.5:19.5d@f¦è/¹bbs.3c3t.comCtl$Ð7ß实测容重1910㎏/m3;稠度17S;泌水率及膨胀率符合规范要求;R7天抗压强度43.7Mpa;达到设计标号的99%,符合设计及JTJ041-2000规范要求。d@f¦è/¹bbs.3c3t.comCtl$Ð7ß