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时间:2019-02-04
《超大粒径骨料机制砂自密实混凝土构件性能》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、第19卷第3期建筑材料学报V01.19.No.32016年6月JOURNALOFBUILDINGMATERIALSJun.,2016文章编号:1007—9629(2016)03—0550—06超大粒径骨料机制砂自密实混凝土构件性能蒋正武,袁政成,钱辰(同济大学先进土木工程材料教育部重点实验室,上海201804)摘要:开展了不同粒径骨料机制砂自密实混凝土构件的性能研究.结果表明:不同粒径骨料机制砂自密实混凝土工作性能良好,其抗压强度及密实度较大.相比普通粒径骨料机制砂自密实混凝土,超大粒径和大粒径骨料机制砂
2、自密实混凝土内部温峰降低18~23℃,温峰出现时间延长4~9h,但是,其构件受弯极限栽荷较低,且所受弯矩越大,超大粒径骨料的尺寸影响效应越明显.超大粒径及大粒径骨料的粒径、堆积程度、分布状态、界面黏结情况是影响机制砂自密实混凝土构件受力性能,尤其是抗弯拉性能的关键因素.关键词:超大粒径骨料;机制砂;自密实混凝土构件;温峰;弯矩中图分类号:TU528.01文献标志码:Adoi:10.39691j.issn.1007—9629.2016.03.023Self-compactingConcreteMembers
3、FilledwithExtralargeSizeAggregatesandManufacturedSandJIANGZhengwu,YUANZhengcheng,QIANChen(KeyLaboratoryofAdvancedCivilEngineeringMaterialsofMinistryofEducation,TongjiUniversity,Shanghai201804,China)Abstract:Thepropertiesofself—compactingconcretemembersadd
4、edwithdifferentsizeaggregatesandmanufacturedsandwerestudied.Theresultindicatesthattheworkabilityofself-compactingconcretepre—paredwithdifferentsizeaggregatesandmanufacturedsandaddedcanmeetthefillingrequirement,thecompressivestrengthandinternalcompactnesso
5、fdifferentmembersarefavorableandcanmeetrelaventre—quirement.Comparedwithmanufacturedsandself-compactingconcretememberincorporatingnormal—sizeaggregate,theinternalmaximumtemperaturepeakofself—compactingconcretemembersaddedwithextra—largesizeandlargesizeagg
6、regatesdecreasesby18—23℃andthetemperaturepeakdelays4—9h.How—ever,theultimateflexuralloadofself-compactingconcretemembersaddedwithextralargesizeandlargesizeaggregatesislow,andthehigherbendingmomentis,themoreobvioussizeeffectoflargesizeaggre—gateis.Thekeyef
7、fectofthefactorsonmechanicalproperties,especiallybendingandtensionresistanceofself—compactingconcretemembersaddedwithdifferentsizeaggregates,arediameter,accumulationde—gree,distributionandinterfacebondingofextralargesizeandlargesizeaggregate.Keywords:extr
8、alargesizeaggregate;manufacturedsand;self—compactingconcretemember;temperaturepeak;bendingmoment随着建筑结构逐渐向高大化方向发展,大体积胶材用量较高,水化热较大,容易导致浇注结构产生自密实混凝土得到了广泛的发展和应用Ⅲ.目前,国温度裂缝.在保证力学性能的前提下,超大粒径内大体积混凝土主要使用二级配骨料混凝土,由于和大粒径骨料机制砂自
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