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当前混凝土配合比“设计”存在的问题——关于混凝土配合比选择方法的讨论之一 被引量:58

Discussion on method for selecting mix proportion of concrete problems in design of mix proportion of concrete
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摘要 随着高效碱水剂和矿物掺合料的大量使用,由于矿物掺合料与水泥的密度相差较大,计算混凝土配合比的假定密度法不再适用,应当使用绝对体积法;全世界只有我国现行使用的是以骨料绝干密度为基准的方法,造成较大的质量管理难度。骨料质量成了影响混凝土质量的主要因素,需充分重视。改变矿物掺合料掺量时,应当保持浆骨比不变,以保持混凝土的体积稳定性。 Because of utilization largely on superplastisizer and mineral admixtures,the traditional method of presumptive density for design on mix proportion of concrete can not be feasible in general use;Method based on absolute dried aggregate resulted in difficulty to quality control,which is used only in China on the world;Method of absolute volume must be used for calculating mix proportion of concrete,and aggregate used should be with dry surface and saturated water.Quality of aggregates have become the key factor to affec ring quality of concrete, significance must be recognized adequately.When dosage of mineral admixtures were changed, the paste to aggregate ratio should be kept constant for keeping volume stability of concrete.
出处 《混凝土》 CAS CSCD 北大核心 2009年第3期1-5,共5页 Concrete
关键词 混凝土配合比 绝对体积法 骨料的饱和面干 等浆体体积 粗骨料级配与粒形 mix proportion of concrete method of absolute volume aggregate with dry surface and saturated water equal volume of paste grading and grain shape of coarse aggregate
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参考文献4

  • 1ABRAMS D.Design of concrete mixtures,Bulletin 1 [R].Structural Materials Research Laboratory,Lewis Institute, 1918.
  • 2JGJ 52-1992,普通混凝土用砂质量标准及检验方法[S].
  • 3MALHOTRA VM.Cammet investigations dealing with high-volume fly ash concrete[J].Advances in Concrete Technology, 1994.
  • 4DUNSTAN M R H.Fly-ash as the fourth constituent of concrete mix[C]// Proceeding of Fourth International Conference on Fly Ash,Silica Fume,Slag and Natural Pozzolana in Concrete.Istanbul,Turkey, May 1992.

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