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ID:32445767
大小:1.30 MB
页数:7页
时间:2019-02-04
《轻细骨料内养护混凝土抗冻融和抗盐冻性能》由会员上传分享,免费在线阅读,更多相关内容在工程资料-天天文库。
1、学兔兔www.xuetutu.com第17卷第5期建筑材料学报Vo1.17。No.52O14年10月J0URNAL0FBUILDINGMATE:RIAIS0ct.。2O14文章编号:1007—9629(2014)05—0901—07轻细骨料内养护混凝土抗冻融和抗盐冻性能魏亚,向亚平(1.清华大学土木工程系,北京100084;2.清华大学土木工程安全与耐久教育部重点实验室,北京1OOO84)摘要:采用粉煤灰陶砂和页岩陶砂为轻细骨料,研究了水灰比m/m为0.4和0.3,引气与非引气情况下轻细骨料内养护混凝土与普通混凝土28d抗冻融和抗
2、盐冻性能.结果表明:当水灰比为0.4时,轻细骨料内养护混凝土抗冻融和抗盐冻性能明显低于普通混凝土,原因是轻细骨料内养护混凝土28d饱水度明显大于普通混凝土,但适量引气可明显提高其抗冻融和抗盐冻性能;当水灰比为0.3时,轻细骨料内养护混凝土抗冻融和抗盐冻性能较好,无需引气;同等条件下,轻细骨料筒压强度越高,对应混凝土抗冻融和抗盐冻性能越好.关键词:混凝土;轻细骨料;内养护;冻融;盐冻中图分类号:TU528.2文献标志码:Adoi:10.3969/j.issn.1007—9629.2014.05.025Freeze-ThawResis
3、tanceandSalt—ScalingResistanceofInternalCuringConcretewithLightweightFineAggregateWEYa。XIANGYaping,。(1.DepartmentofCivilEngineering,TsinghuaUniversity,Beijing100084,China;2.KeyLaboratoryofCivilEngineeringSafetyandDurabilityofChinaEducationMinistry,TsinghuaUniversity,B
4、eijing100084,China)Abstract:Sinteredflyashandexpandedshalewereemployedaslightweightfineaggregatesintointernalcuringconcrete.28一day~agefreeze—thawresistanceandsalt—scalingresistanceofnormalconcreteandinter—nalcuringconcretewereinvestigatedatwater—cementratios(bymass)of
5、0.3and0.4withandwithoutair—entrainment.Experimentalresultsshowthatatwater—cementratioof0.4,internalcuringconcretewithlightweightfineaggregateexhibitsinferiorfreeze-thawresistanceandsalt—scalingresistancethanthatofnormalconcrete.Thereasonisthattheinitialdegreeofsaturat
6、ionintheinteriorofinternalcuringcon—cretewithlightweightfineaggregateisclearlygreaterthanthatofnormalconcrete.Additionofsuitableamountofair—entrainmentcanimprovethefreeze——thawresistanceandsaltscalingresistanceofinternalCU——ringconcretewithlightweightfineaggregate.Atw
7、ater—cementratioof0.3,internalcuringconcretewithlightweightfineaggregatedemonstratesstrongfreeze—-thawresistanceandsalt——scalingresistancewithoutair—entrainment.Inthesamecondition,thehigherthetubestrengthoflightweightfineaggregate,thebet—terthecorrespondingfreeze—thaw
8、resistanceandsalt—scalingresistanceofinternalcuringconcrete.Keywords:concrete;lightweightfineaggregate;internalcuring;freeze
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