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SELECTION METHOD OF COARSE AGGREGATE FOR HIGH-STRENGTH CONCRETE

机译:高强混凝土粗骨料的选择方法

摘要

PROBLEM TO BE SOLVED: To provide a method for selecting easily and accurately a coarse aggregate suitable especially for compressive strength of high-strength concrete corresponding thereto, by searching earnestly for a character which has strong correlation with a modulus of static elasticity and is measurable from an aggregate sample itself without using the modulus, so that the character can be used as an alternative index.;SOLUTION: In a determination method of the modulus of static elasticity of a coarse aggregate for high-strength concrete, the modulus of static elasticity is measured from a sample cut out beforehand from a coarse aggregate ore, and the coarse aggregate ore is crushed to obtain the coarse aggregate, and a total pore volume in the range of a pore size whose lower limit value by a porosimeter of the coarse aggregate is set at 0.003-0.004 μm and whose upper limit value is set at 0.2-30 μm is measured. A correlation expression between the measured value and the measured value of the modulus of static elasticity is generated, and the total pore volume of the selection object coarse aggregate is measured in the range of the pore size, and the value of the modulus of static elasticity is determined from the correlation expression by using the correlation expression.;COPYRIGHT: (C)2010,JPO&INPIT
机译:解决的问题:提供一种方法,该方法通过认真地寻找与静弹性模量具有很强相关性并且可从中测量的特性,来轻松而准确地选择一种特别适合于与之相对应的高强度混凝土的抗压强度的粗骨料。解决方案:在确定高强度混凝土的粗骨料静弹性模量的方法中,静弹性模量为从预先从粗骨料矿石中切出的样品中进行测定,然后将粗骨料矿石粉碎而得到粗骨料,其总孔容在孔径范围内,其粗骨料的孔隙率计的下限值为设定为0.003-0.004μm,其上限值设定为0.2-30μm。产生测量值与静弹性模量的测量值之间的相关表达式,并且在孔径的范围内测量选择对象粗骨料的总孔体积,以及静弹性模量的值使用相关表达式从相关表达式中确定。;版权所有:(C)2010,JPO&INPIT

著录项

  • 公开/公告号JP2010185669A

    专利类型

  • 公开/公告日2010-08-26

    原文格式PDF

  • 申请/专利权人 TAIHEIYO CEMENT CORP;

    申请/专利号JP20090028107

  • 发明设计人 TAKAGI RYOICHI;YOSHIMOTO MINORU;

    申请日2009-02-10

  • 分类号G01N33/24;C04B14/02;

  • 国家 JP

  • 入库时间 2022-08-21 19:05:41

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