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轻骨料混凝土配合比研究
引用本文:李传林,孙开双,刘桂宾. 轻骨料混凝土配合比研究[J]. 商品混凝土, 2010, 0(4)
作者姓名:李传林  孙开双  刘桂宾
作者单位:济南润原化工有限责任公司;青岛康太源商砼有限公司;山东华迪建筑科技有限公司;
摘    要:本文利用基于密实体积理论的轻骨料混凝土配合比设计方法,通过试验确定其中关键参数—紧密因数CF的最佳取值范围,以强度、干表观密度和坍落度、扩展度等作为评价依据。运用正交设计方法,优化确定试验配合比。通过采取掺加矿物掺合料和具备增粘作用的高效减水剂,保证混凝土拌合物具有较好的工作性能,满足轻骨料混凝土的免振捣施工的要求,配制出了强度等级为LC25~LC50的免振捣轻骨料混凝土。

关 键 词:免振捣  轻骨料混凝土  密实体积理论  紧密因数  正交设计  

Study on mix propertion of lightweight aggregate concrete
Li Chuanlin,Sun Kaishuang,Liu Guibin. Study on mix propertion of lightweight aggregate concrete[J]. Ready-mixed Concrete, 2010, 0(4)
Authors:Li Chuanlin  Sun Kaishuang  Liu Guibin
Affiliation:Li Chuanlin1,Sun Kaishuang2,Liu Guibin3(1.Jinan run Yuan huagong Corporation,Jinan Sh,ong,250101,2.Qingdao KangTaiyuan concrete corporation,Qingdao Sh,ong,266000,3.Sh,ong HuaDi building science , Technology Corporation,250013)
Abstract:In this paper,based on the theory of dense volume of lightweight aggregate concrete mix design method,determined by experiments in which the key parameters-the best close range factor CF in order to strength,dry apparent density and slump,extended degree reflects the work of performance indicators as a basis for evaluation.Using orthogonal design method,optimizing the mixture ratio to determine testing.By taking admixture with mineral admixtures and super plasticizer testifying role to ensure that concrete ...
Keywords:vibrated  lightweight aggregate concrete  compacting volume theory  close factor  orthogonal design  
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