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1. 发明专利

JP2009249188A Heavyweight concrete using easily recyclable heavyweight aggregate 审中-公开
标题翻译：重型混凝土采用易回收重型聚合物
公开(公告)号：JP2009249188A
公开(公告)日：2009-10-29
申请号：JP2008095026
申请日：2008-04-01
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： OGAWA YOJI , TAKAGI RYOICHI
IPC分类号： C04B28/02 , C04B20/10
摘要： PROBLEM TO BE SOLVED: To newly provide heavyweight concrete in which aggregate is preliminarily made easily detachable in the manufacture of heavyweight concrete and to which a conventional technique for taking out aggregate from within waste concrete is applicable as it is, and to provide heavyweight concrete from which the cement paste part can be efficiently scraped away, in the case of aggregate with a density of ≥3.5 which is high in the priority of recycling as a material constituting heavyweight concrete.
SOLUTION: The heavyweight concrete is obtained by mixing at least cement, heavyweight coarse aggregate, fine aggregate, and water, and is characterized in that a separating material for cement paste is applied to or impregnated into the surface of the coarse aggregate.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：新提供的重量级混凝土，其中预先使聚集体容易地分离在重质混凝土的制造中，并且其中从废物混凝土中抽出骨料的常规技术可以直接适用，并提供在水泥浆部分能够被有效地刮去的重质混凝土中，在密度≥3.5的聚集体的情况下，作为构成重型混凝土的材料的回收的优先级高。解决方案：重质混凝土是通过混合至少水泥，重质粗骨料，细骨料和水而获得的，其特征在于将用于水泥浆的分离材料施加到或浸渍在粗骨料的表面中。版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2014173246A Method for inhibiting crack in concrete pavement 审中-公开
标题翻译：在混凝土中抑制裂缝的方法
公开(公告)号：JP2014173246A
公开(公告)日：2014-09-22
申请号：JP2013044299
申请日：2013-03-06
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： TAKAGI RYOICHI , ISHIDA MASAO , KISHIRA RYO , SHIMADA SATOSHI
IPC分类号： E01C23/03 , E01C7/14
摘要： PROBLEM TO BE SOLVED: To provide a method for inhibiting a crack in a concrete pavement, which brings about the great effect of inhibiting the crack in the concrete pavement.SOLUTION: In a method for inhibiting a crack in a concrete pavement, an aqueous curing compound is applied to a concrete surface before the surface finishing of the concrete pavement. In the method for inhibiting the crack in the concrete pavement, timing of application of the aqueous curing compound onto the concrete surface is preferably timing between timing after concrete placing and spreading and timing before the surface finishing, and more preferably timing between timing after concrete compaction and the timing before the surface finishing.
摘要翻译：要解决的问题：提供一种抑制混凝土路面裂缝的方法，其具有抑制混凝土路面裂缝的巨大效果。解决方案：在一种抑制混凝土路面裂缝的方法中，水性固化复合材料在混凝土路面的表面处理前应用于混凝土表面。在混凝土路面上的抑制裂纹的方法中，水性固化性化合物施加到混凝土表面上的时机优选是在混凝土浇筑和铺展之后的时刻与表面处理前的正时之间的时刻，更优选在混凝土压实后的时间和表面处理前的时间。

3. 发明专利

JP2014025321A Pavement concrete and manufacturing method for the same 有权
标题翻译：混凝土及其制造方法
公开(公告)号：JP2014025321A
公开(公告)日：2014-02-06
申请号：JP2012168925
申请日：2012-07-30
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： ISHIDA MASAO , TAKAGI RYOICHI , MATSUMOTO KENICHI
IPC分类号： E01C7/14
摘要： PROBLEM TO BE SOLVED: To provide pavement concrete which generates less cracks due to a shrinkage.SOLUTION: Pavement concrete comprises: cement; water; fine aggregate; coarse aggregate; a water-reducing agent; and an expanding material. The pavement concrete has: a unit cement content of 300 to 420 kg/m; a unit water content of 130 to 160 kg/m; a unit fine aggregate content of 700 to 850 kg/m; a unit coarse aggregate content of 1000 to 1350 kg/m; a unit water-reducing agent content of 1 to 10 kg/m; a unit expanding material content of 5 to 30 kg/m; a water-cement ratio of 36 to 50%; and a sand percentage of 33 to 48%.
摘要翻译：要解决的问题：提供由于收缩而产生较少裂纹的路面混凝土。解决方案：路面混凝土包括：水泥; 水; 细骨料粗骨料减水剂; 和膨胀材料。路面混凝土具有：单位水泥含量为300〜420 kg / m; 单位含水量为130〜160 kg / m; 单体细骨料含量为700〜850 kg / m; 单位粗骨料含量为1000〜1350 kg / m; 单位减水剂含量为1〜10kg / m; 单位膨胀材料含量5〜30 kg / m; 水泥比为36-50％; 砂比例为33〜48％。

4. 发明专利

JP2014177774A Concrete pavement and method for suppressing cracking of concrete pavement 有权
标题翻译：混凝土施工和混凝土破碎破碎方法
公开(公告)号：JP2014177774A
公开(公告)日：2014-09-25
申请号：JP2013050968
申请日：2013-03-13
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： TAKAGI RYOICHI , ISHIDA MASAO , KISHIRA RYO , SHIMADA SATOSHI
IPC分类号： E01C7/14 , C04B14/02 , C04B14/04 , C04B28/02
摘要： PROBLEM TO BE SOLVED: To provide a concrete pavement with less occurrence of plastic cracking and a method for suppressing cracking of the concrete pavement.SOLUTION: An inventive concrete pavement contains lightweight fine aggregate having a coefficient of water absorption of 4-20%, and the dry surface density of the lightweight fine aggregate is preferably 1.3-2.0/cmand the unit quantity of the lightweight fine aggregate is more preferably 30-800 kg/m. In an inventive method for suppressing cracking of the concrete pavement, the lightweight fine aggregate having a coefficient of water absorption of 4-20% and a dry surface density of 1.3-2.0/cmis mixed with concrete in a unit quantity of 30-800 kg/m.
摘要翻译：要解决的问题：提供具有较少发生塑性开裂的混凝土路面和抑制混凝土路面开裂的方法。解决方案：本发明的混凝土路面包含吸水系数为4-20％的轻质细骨料，以及轻质细骨料的干表面密度优选为1.3-2.0 / cm，轻质细骨料的单位量更优选为30-800kg / m 2。在抑制混凝土路面破裂的本发明的方法中，吸水率为4-20％，干表面密度为1.3-2.0 / cm的轻质细骨料与混凝土混合，单位量为30-800kg /米。

5. 发明专利

JP2011140422A Fine aggregate for mortar or concrete, and method for producing mortar or concrete using the same 有权
标题翻译：微粒或混凝土的精细化，以及使用它们生产麦芽糖或混合物的方法
公开(公告)号：JP2011140422A
公开(公告)日：2011-07-21
申请号：JP2010002539
申请日：2010-01-08
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： KONO KATSUYA , KUROSAWA SHINICHI , TAKAGI RYOICHI , YOSHIMOTO MINORU
IPC分类号： C04B20/00 , C04B14/02 , C04B14/04 , C04B14/28 , C04B28/02
摘要： PROBLEM TO BE SOLVED: To consider the problem in the well-known method by which fine aggregate is produced, in such a manner that, to the total content of fine particles included in limestone fine aggregate, the content of the prescribed fine particles in the above limestone reaches a prescribed value, additional fine particles including the limestone fine particles with a prescribed particle size or below are added, that a fixed effect can be obtained against bleeding, but, a new problem that drying shrinkage increases is generated, and to prevent the above problem jointly with the dissolution of the problem of the bleeding.
SOLUTION: In the fine aggregate for mortar or concrete, among all the fine particles passing through a particle size 0.075 mm sieve, the amount of the fine particles with limestone as the component is 2 components, which are selected from andesite, basalt and sandstone is 3 to 12 mass%, and, except for the above fine particles, limestone is used as the main component.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了考虑以众所周知的生产细骨料的方法的问题，以对于包含在石灰石细骨料中的细颗粒的总含量的方式，规定的细度的含量上述石灰石中的颗粒达到规定值时，添加包含规定粒径以下的石灰石微粒的附加微粒，能够获得固化的渗色效果，但是产生干燥收缩增加的新问题，并且与出血问题的解散共同防止上述问题。解决方案：在用于砂浆或混凝土的细骨料中，在通过粒径为0.075mm筛的所有细颗粒中，以石灰石为成分的微粒的量为<1.0质量％选自安山岩，玄武岩和砂岩的一种或多种不与波特兰水泥反应的矿物细颗粒，其中选自安山岩，玄武岩和砂岩的SiO 2 成分为3〜12质量％，除了上述细颗粒，石灰石被用作主要组成部分。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2010038857A Method for testing particle quantity of aggregate 审中-公开
标题翻译：测试聚集粒子数量的方法
公开(公告)号：JP2010038857A
公开(公告)日：2010-02-18
申请号：JP2008205251
申请日：2008-08-08
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： YOSHIMOTO MINORU , TAKAGI RYOICHI
IPC分类号： G01N5/04 , C04B14/02 , C04B20/00 , G01N1/04 , G01N33/38
摘要： PROBLEM TO BE SOLVED: To provide a test method for precisely securing particles of aggregate so as to be good in repeatability and have little difference between individuals.
SOLUTION: The method for testing the particle quantity of the aggregate by using sifters, includes: a washing step of applying an ultrasonic washing operation to a washing medium containing the aggregate; and the step of bringing a sifter which has a prescribed opening size, to be overlapped by another sifter which has an opening size larger than the above sifter, after the washing operation, and then putting the operated washing medium on the sifters and removing a portion passing through the sifters. In the method, the washing step and the subsequent step of removing the portion passing through the sifters are repeated until any portion passing through the sifter which has the prescribed opening size, cannot observed visually, and then the washing medium is removed from the washing operated sample, thereby obtaining a constant weight to calculate the particle quantity.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于精确地确保聚集体颗粒的测试方法，以便具有良好的重复性，并且在个体之间几乎没有差异。解决方案：通过使用筛子测试聚集体的颗粒量的方法包括：洗涤步骤，对含有聚集体的洗涤介质施加超声波清洗操作; 以及在洗涤操作之后，使具有规定开口尺寸的筛子与具有大于上述筛子的开口尺寸的另一筛子重叠的步骤，然后将操作的洗涤介质放置在筛分机上并除去部分穿过筛子。在该方法中，重复洗涤步骤和除去穿过筛分器的部分的步骤，直到通过具有规定开口尺寸的筛子的任何部分无法目视观察，然后将洗涤介质从洗涤操作样品，从而获得恒定的重量以计算颗粒数量。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2014025323A Pavement concrete and manufacturing method for the same 有权
标题翻译：混凝土及其制造方法
公开(公告)号：JP2014025323A
公开(公告)日：2014-02-06
申请号：JP2012168950
申请日：2012-07-30
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： ISHIDA MASAO , TAKAGI RYOICHI , KISHIRA RYO
IPC分类号： E01C7/14 , C04B22/06 , C04B22/14 , C04B24/02 , C04B24/32 , C04B28/02
摘要： PROBLEM TO BE SOLVED: To provide pavement concrete which controls a crack.SOLUTION: Pavement concrete comprises: organic fiber; cement; water; fine aggregate; coarse aggregate; and a water-reducing agent. The pavement concrete has: the organic fiber accounting for 0.01 to 3.0% in volume with respect to the volume of the pavement concrete; a unit cement content of 300 to 420 kg/m; a unit water content of 130 to 160 kg/m; a unit fine aggregate content of 700 to 850 kg/m; a unit coarse aggregate content of 1000 to 1350 kg/m; a unit water-reducing agent content of 1 to 10 kg/m; a water-cement ratio of 36 to 50%; and a sand percentage of 33 to 48%.
摘要翻译：要解决的问题：提供控制裂缝的路面混凝土。解决方案：路面混凝土包括：有机纤维; 水泥; 水; 细骨料粗骨料和减水剂。路面混凝土具有：有机纤维相对于路面混凝土的体积为体积的0.01〜3.0％; 单位水泥含量为300〜420 kg / m; 单位含水量为130〜160 kg / m; 单体细骨料含量为700〜850 kg / m; 单位粗骨料含量为1000〜1350 kg / m; 单位减水剂含量为1〜10kg / m; 水泥比为36-50％; 砂比例为33〜48％。

8. 发明专利

JP2010228947A Coarse aggregate for high-strength concrete and high-strength concrete using the coarse aggregate 有权
标题翻译：用高分子混凝土和高强度混凝土进行粗混合
公开(公告)号：JP2010228947A
公开(公告)日：2010-10-14
申请号：JP2009076427
申请日：2009-03-26
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： TAKAGI RYOICHI , YOSHIMOTO MINORU
IPC分类号： C04B20/00 , C04B28/02
摘要： PROBLEM TO BE SOLVED: To provide a coarse aggregate which is particularly suitable for use in high-strength concrete because it is selected on the basis of a new index in addition to JIS standards so as to solve the problem wherein conventional coarse aggregates for high-strength concrete that satisfy existing standards for coarse aggregates for concrete, i.e. JIS standards for water absorption and density in oven-dry condition, are not satisfactory in terms of use for high-strength concrete.
SOLUTION: The coarse aggregate for high-strength concrete has a total pore volume of 6-20 mm
3 /g measured by a porosimeter with a specific pore diameter range, i.e. a pore diameter range of from 0.003-0.2 μm, and a compressive strength of ≥120 N/mm
2 . A high-strength concrete using the coarse aggregate is also provided.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：待解决的问题：为了提供特别适用于高强度混凝土的粗骨料，因为除了JIS标准之外还根据新的指标进行选择，以解决常规粗骨料对于满足混凝土粗骨料现有标准的高强度混凝土，即JIS干燥条件下的吸水率和密度，对于高强度混凝土的使用来说不能令人满意。解决方案：用于高强度混凝土的粗骨料具有通过具有特定孔径范围的孔隙度计测量的6-20mm 3 / g的总孔体积，即孔径范围从0.003-0.2μm，抗压强度≥120N/ mm 2 。还提供了使用粗骨料的高强度混凝土。版权所有（C）2011，JPO＆INPIT

9. 发明专利

JP2010202480A Method for manufacturing porous material 审中-公开
标题翻译：制造多孔材料的方法
公开(公告)号：JP2010202480A
公开(公告)日：2010-09-16
申请号：JP2009052564
申请日：2009-03-05
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： HIRABAYASHI KATSUMI , TAKAGI RYOICHI , YOSHIMOTO MINORU
IPC分类号： C01B33/26 , C01F11/18 , C04B14/04 , C04B40/02
摘要： PROBLEM TO BE SOLVED: To provide a method for manufacturing a porous material having large amount of fine pores having ≤10 nm diameter using inorganic powder containing plagioclase as a starting raw material.
SOLUTION: The porous material having a large amount of the fine pores having ≤10 nm diameter is manufactured by carrying out a mechanochemical treatment for pulverizing the inorganic powder containing plagioclase by a pulverizer and carbonation-treating of curing of the pulverized material obtained by the mechanochemical treatment under a carbon dioxide gas atmosphere.
COPYRIGHT: (C)2010,JPO&INPIT

10. 发明专利

JP2010185669A Selection method of coarse aggregate for high-strength concrete 有权
标题翻译：用于高强度混凝土的混凝土选择方法
公开(公告)号：JP2010185669A
公开(公告)日：2010-08-26
申请号：JP2009028107
申请日：2009-02-10
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： TAKAGI RYOICHI , YOSHIMOTO MINORU
IPC分类号： G01N33/24 , C04B14/02
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
摘要翻译：要解决的问题：提供一种选择容易且精确地选择特别是与其对应的高强度混凝土的抗压强度的粗骨料的方法，通过认真地搜索与静态弹性模量具有强相关性的特性，可以从聚合样本本身测量，而不使用模数，以便该字符可以用作替代索引。解决方案：在高强度混凝土的粗骨料的静态弹性模量的测定方法中，静态弹性模量是从粗骨料矿预先切割的样品测定的，粗骨料为粉碎以获得粗骨料，将粗骨料的孔隙率计的下限值的孔径设定为0.003〜0.004μm，其上限值设定为0.2〜30μm的总孔容积为测量。产生测量值与静弹性模量的测量值之间的相关表达式，并且在孔径范围内和静态弹性模量的值范围内测量选择对象粗骨料的总孔体积通过使用相关表达式从相关表达式确定。版权所有（C）2010，JPO＆INPIT

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