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1. 发明专利

JP2006016277A Method of manufacturing regenerated fine aggregate 有权
标题翻译：制造再生精细聚集体的方法
公开(公告)号：JP2006016277A
公开(公告)日：2006-01-19
申请号：JP2004197885
申请日：2004-07-05
申请人： Kansai Matec Co Ltd , Taiheiyo Cement Corp , 太平洋セメント株式会社 , 関西マテック株式会社
发明人： OOYA KATSU , TANAKA HIROAKI , KUROKAWA MASAHITO , TOMITA OSAMU , KAJIO SATOSHI , NAKAZAWA SATOSHI
IPC分类号： C04B18/16 , B02C13/22
CPC分类号： Y02W30/95
摘要： PROBLEM TO BE SOLVED: To regenerate high quality fine aggregate small in the sticking of cement paste to reduce the water absorption. SOLUTION: The regenerated fine aggregate is manufactured by using a cage type grinding apparatus having a casing, a disk rotating in the casing and a plurality of ceramic pins provided concentrically on the disk and grinding a concrete granulated material crushed to have ≤5 mm particle diameter in the grinding apparatus where the concentration of powder is 0.01-3 kg/m 3 . COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了再生高质量的细骨料，在粘贴水泥浆料时减少吸水。解决方案：再生细骨料通过使用具有壳体的笼式研磨装置，在壳体中旋转的盘和多个同心地设置在盘上的陶瓷销来研磨被粉碎为≤5的混凝土造粒材料粉末浓度为0.01-3kg / m 3的研磨装置中的粒径为mm。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2011214231A Paving concrete 审中-公开
标题翻译：摊铺混凝土
公开(公告)号：JP2011214231A
公开(公告)日：2011-10-27
申请号：JP2010080540
申请日：2010-03-31
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： KAJIO SATOSHI , FUJITA HITOSHI , OKANO TOMOYA
IPC分类号： E01C7/14
摘要： PROBLEM TO BE SOLVED: To provide long-life paving concrete excellent not only in the development of long-term strength but also in the development of initial strength, and capable of bringing about a traffic opening early from the start of paving work.SOLUTION: The paving concrete is obtained by hardening a concrete composition which contains at least a binding material containing Portland cement with a 2CaO/SiOcontent of 30-40 mass% and pozzolanic fine powder with a BET specific surface area of 5-15 m/g. In the paving concrete, bending strength at age of one day is 3.5 N/mmor higher.
摘要翻译：要解决的问题：提供长寿命铺路混凝土，不仅在长期实力的发展中，而且在初始实力的发展中，也能够从铺路工作开始初期开始交通。解决方案：摊铺混凝土是通过硬化含有至少含有30-40质量％的2CaO / SiO含量的波特兰水泥的结合材料和BET比表面积为5-15m / g的火山灰细粉末的混凝土组合物而获得的。在铺路混凝土中，一天的弯曲强度为3.5N / mm或更高。

3. 发明专利

JP2008247679A Regenerated aggregate and method for manufacturing the same 有权
标题翻译：再生聚集体及其制造方法
公开(公告)号：JP2008247679A
公开(公告)日：2008-10-16
申请号：JP2007092117
申请日：2007-03-30
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： NAKAZAWA SATOSHI , KAJIO SATOSHI , TOCHIGI TAKASHI
IPC分类号： C04B18/16 , B09B3/00 , B09B5/00 , C02F11/00
CPC分类号： Y02W30/95
摘要： PROBLEM TO BE SOLVED: To provide a method for manufacturing high-quality regenerated aggregate from a plurality of return concrete having different performances (a plurality of return concrete having different nominal strength), and to provide a regenerated aggregate. SOLUTION: The regenerated aggregate is produced by: kneading a plurality of return concrete having different performances (a plurality of return concrete having different nominal strength); adding a setting retarding agent to the kneaded material to harden once so as to develop desired strength in the kneaded material at a desired time; and grinding or roughly crushing and grinding the hardened material to remove a mortar component depositing on the aggregate surface. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种从具有不同性能的多个回收混凝土制造高品质再生骨料的方法（多个具有不同标称强度的回流混凝土），并提供再生骨料。解决方案：再生骨料通过：捏合具有不同性能的多个回收混凝土（多个具有不同标称强度的回收混凝土）; 向捏合材料中加入凝固阻滞剂以硬化一次，以在所需时间在捏合材料中产生所需强度; 并研磨或大致破碎并研磨硬化的材料以除去沉积在聚集体表面上的砂浆成分。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2007261890A Hardened concrete body and concrete composition 审中-公开
标题翻译：硬化混凝土和混凝土组合物
公开(公告)号：JP2007261890A
公开(公告)日：2007-10-11
申请号：JP2006090137
申请日：2006-03-29
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： MITANI YUJI , NAGASHIO SEISUKE , KAJIO SATOSHI
IPC分类号： C04B28/02 , C04B22/08 , C04B22/14 , C04B28/14
CPC分类号： C04B28/04 , C04B7/00 , C04B22/064 , C04B22/143 , C04B40/024
摘要： PROBLEM TO BE SOLVED: To provide a hardened concrete body where shrinkage strain by self-shrinkage, drying shrinkage and the like can be suppressed and where cracks caused by the shrinkage strain and the like can be prevented.
SOLUTION: The hardened concrete body includes ecocement and one or more of compositions selected from the group consisting of a 3CaO-SiO
2 -2CaO-SiO
2 -CaO-interstitial material-based composition, a 3CaO-SiO
2 -CaO-interstitial material-based composition, a 2CaO-SiO
2 -CaO-interstitial material-based composition and a CaO-interstitial material-based composition. The hardened concrete body is produced by hardening the above blended matter containing further a clinker composition having a CaO-content of 50-92 mass% and an expandable admixture containing gypsum.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种硬化的混凝土体，其中可以抑制通过自收缩，干燥收缩等的收缩应变，并且可以防止由收缩应变等引起的裂纹。解决方案：硬化的混凝土体包括环氧树脂和一种或多种选自3CaO-SiO 2 SBB-2CaO-SiO 2 SBA-CO 2的组合物，基于间隙材料的组合物，3CaO-SiO 2 -SaO-间隙材料基组合物，2CaO-SiO -CaO-间隙材料基组合物和CaO 基于间质材料的组合物。硬化的混凝土体通过将上述含有CaO含量为50-92质量％的熟料组合物和含有石膏的可膨胀混合物的混合物硬化来制备。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2005068956A Paving material and its pavement work method 审中-公开
标题翻译：铺设材料及其摊铺工作方法
公开(公告)号：JP2005068956A
公开(公告)日：2005-03-17
申请号：JP2003304021
申请日：2003-08-28
申请人： Nippon Road Co Ltd:The , Taiheiyo Cement Corp , 太平洋セメント株式会社 , 日本道路株式会社
发明人： KAJIO SATOSHI , NAKAHARA DAIKI , NODA ETSURO , ENDO KATSURA
IPC分类号： E01C7/32 , E01C7/08
摘要： PROBLEM TO BE SOLVED: To provide a paving material excellent in draining performance and durability, and capable of being paved in a short time and its pavement work method.
SOLUTION: A semi-flexural paving asphalt mix is laid on roadbed, cement milk is permeated through clearances of the laid semi-flexural paving asphalt mix, and immediately followed by the placement of porous concrete. In this case, cement milk should be injected at a level higher than the surface of laid semi-flexural paving asphalt mix. The pavement thus obtained consists of a semi-flexural paving layer 3 as a base layer, a porous concrete layer 4 as a surface layer and concrete layer 5 strongly combining together the semi-flexural pavement layer 3 and the porous concrete layer 4.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供排水性能和耐久性优异且能够在短时间内铺设的铺路材料及其路面加工方法。解决方案：在路基上铺设半弯曲铺路沥青混合料，水泥乳通过铺设的半弯曲铺路沥青混合料的间隙渗透，立即放置多孔混凝土。在这种情况下，水泥浆的注射水平应高于铺设的半弯曲铺路沥青混合料的表面。由此获得的路面由作为基层的半弯曲铺路层3，作为表层的多孔混凝土层4和将半弯曲路面层3和多孔混凝土层4强力地组合在一起的混凝土层5构成。
版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2004116174A Filler and water-retentive pavement 审中-公开
标题翻译：填充和水的保留
公开(公告)号：JP2004116174A
公开(公告)日：2004-04-15
申请号：JP2002282272
申请日：2002-09-27
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： KAJIO SATOSHI , OBATA AKIRA
IPC分类号： E01C7/35 , E01C11/24
摘要： PROBLEM TO BE SOLVED: To provide fillers, which are filled up into the void of permeable concrete, permeable asphalt or a permeable-resin cured body and has water retentivity, and a water-retentive pavement capable of inhibiting the remarkable rise of a surface temperature by direct sunlight in summer.
SOLUTION: The fillers comprise the powder and granule of pearlite and/or obsidian. It is preferable that the fillers contain water from the viewpoint of an improvement in filling works, and it is preferable that cement is comprised from the viewpoint of the prevention of the washout or the like of the fillers. The water-retentive pavement is constructed by filling the insides of the voids of permeable concrete, permeable asphalt or the permeable-resin cured body with either of the fillers.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供填充到可渗透混凝土空隙中的填充物，可渗透沥青或可渗透树脂固化体并具有保水性，并且能够抑制显着升高的保水路面夏季阳光直射的表面温度。解决方案：填料包括珠光体和/或黑曜石的粉末和颗粒。从填充工程的改进的观点出发，优选填充剂含有水，并且从防止填料的冲洗等的观点出发，优选包含水泥。保水路面是通过填充渗透性混凝土，渗透性沥青或可渗透树脂固化体的空隙的内部填充任意一种填料而构成的。版权所有（C）2004，JPO

7. 发明专利

JP2012162413A High-strength porous concrete composition, and high-strength porous concrete hardened body 有权
标题翻译：高强度多孔混凝土组合物和高强度多孔混凝土硬化体
公开(公告)号：JP2012162413A
公开(公告)日：2012-08-30
申请号：JP2011022475
申请日：2011-02-04
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： OKANO TOMOYA , ISHIDA MASAO , KAJIO SATOSHI , UEDA NOBUTO , ISAKA KOTOSHI
IPC分类号： C04B28/02 , C04B14/06 , C04B18/14 , C04B22/06 , C04B22/14 , C04B38/08 , C04B111/40
CPC分类号： Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a high-strength porous concrete having a water permeability coefficient of ≥0.8 cm/sec.SOLUTION: A high-strength porous concrete composition contains at least coarse aggregate, fine aggregate, water and the following binding material, wherein the water-binding material ratio is 10 to 20%; the mortar-coarse aggregate pore ratio is 0.35 to 0.95; and the paste-fine aggregate pore ratio is ≥1.0. The binding material is a mixture of a pozzolanic micropowder having a BET specific surface area of 15 to 25 m/g, a blast furnace slag powder having a Blaine specific surface area of 4,000 to 12,000 cm/g, and an anhydrous gypsum having a Blaine specific surface area of 3,000 to 12,000 cm/g, and a cement.
摘要翻译：要解决的问题：提供具有≥0.8cm/秒的透水系数的高强度多孔混凝土。解决方案：高强度多孔混凝土组合物至少含有粗骨料，细骨料，水和以下粘合材料，其中水结合物比为10〜20％; 砂浆 - 粗骨料孔比为0.35〜0.95; 糊细孔隙率≥1.0。粘合材料是BET比表面积为15〜25m 2的火山灰微粉的混合物，具有Blaine比表面积为4000的高炉渣粉至12000cm 2，具有Blaine比表面积为3,000至12,000cm 2的无水石膏，其中，和水泥。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2011037672A High strength porous concrete composition and high strength porous concrete hardened body 审中-公开
标题翻译：高强度多孔混凝土组合物和高强度多孔混凝土硬化体
公开(公告)号：JP2011037672A
公开(公告)日：2011-02-24
申请号：JP2009187367
申请日：2009-08-12
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： KAJIO SATOSHI , MAKI TAKATERU
IPC分类号： C04B38/00 , C04B18/14 , C04B28/02 , C04B111/40 , E01C7/14 , E01C11/24
CPC分类号： Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a high strength porous concrete composition securing sufficient porosity in a resultant concrete hardened body even when the water-binder ratio is lowered, and developing high compressive strength and bending strength.
SOLUTION: The high strength porous concrete composition contains portland cement containing 30-60 mass% 2CaO-SiO
2 and ≤7 mass% 3CaO-Al
2 O
3 and a binder containing pozzolan powders having 5-15 m
2 /g BET specific surface area, coarse aggregate, fine aggregate and water, wherein the binder and water are mixed so as to have 10-16% water-binder ratio, a ratio of the unit mortar volume to the void volume of the coarse aggregate particles contained in 1 m
3 concrete produced by hardening the composition is 0.55-0.95 and a ratio of the unit cement paste volume to the void volume in the fine aggregate is 5.0-7.0.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：即使当水 - 粘合剂比降低并且显示出高抗压强度和弯曲强度时，提供一种在所得到的混凝土硬化体中确保足够孔隙率的高强度多孔混凝土组合物。解决方案：高强度多孔混凝土组合物含有含30-60质量％2CaO-SiO 2 和≤7质量％3CaO-Al 2 O 3 和含有5-15m 2 BET / BET BET比表面积的火山灰粉末的粘合剂，粗骨料，细骨料和水，其中将粘合剂和水混合，以便具有10-16％的水 - 粘合剂比，通过硬化组合物而制备的1m 混凝土中所含的粗骨料颗粒的单位砂浆体积与空隙体积的比率为0.55-0.95，并且单体水泥浆体积与细骨料空隙体积的比为5.0〜7.0。版权所有（C）2011，JPO＆INPIT

9. 发明专利

JP2010139358A Suitability determining method of aggregate for ultra-high strength concrete 审中-公开
标题翻译：适用于超高强度混凝土的适用性测定方法
公开(公告)号：JP2010139358A
公开(公告)日：2010-06-24
申请号：JP2008315445
申请日：2008-12-11
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： MATSUMOTO KENICHI , KAJIO SATOSHI , MAKI TAKATERU , ISHIKAWA YUKO , MATSUO NAOKI , OKANO TOMOYA
IPC分类号： G01N3/00 , C04B40/02
摘要： PROBLEM TO BE SOLVED: To provide a method for efficiently determining suitability of aggregate for concrete to ultra-high strength concrete.
SOLUTION: The suitability determining method of aggregate for ultra-high strength concrete is as follows. Mortal is compounded under a compounding condition where coarse aggregate is removed from the compound condition during the construction of the ultra-high strength concrete. It is determined that the fine aggregate used for the mortal is suitable for the fine aggregate for the ultra-high strength concrete when the compressive strength of the mortal cured at a high temperature is ≥1.2 times as large as the compressive strength desired during the construction of the ultra-high strength concrete. Using the fine aggregate determined to be suitable, the concrete containing the coarse aggregate is compounded under the compounding condition of the ultra-high strength concrete. It is determined that the coarse aggregate used for the concrete is suitable for the coarse aggregate for the ultra-high strength concrete when the compressive strength of the concrete cured at a high temperature is ≥1.1 times as large as the compressive strength desired during the construction of the ultra-high strength concrete.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种有效地确定混凝土骨料对超高强度混凝土的适用性的方法。
解决方案：超高强度混凝土骨料适用性测定方法如下。在超高强度混凝土的施工过程中，复合条件下从复合条件中除去粗骨料的复合化合物。当在高温下固化的致死物的抗压强度为施工期间所需的抗压强度的≥1.2倍时，确定用于真人的细骨料适用于超高强度混凝土的细骨料的超高强度混凝土。使用确定为合适的细骨料，在超高强度混凝土的配混条件下，将含有粗骨料的混凝土复合。确定混凝土中使用的粗骨料适用于超高强度混凝土的粗骨料，当在高温下固化的混凝土的抗压强度是施工期间所需的抗压强度的1倍以上的超高强度混凝土。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2007261933A Concrete setting object and concrete composition 有权
标题翻译：混凝土设定对象和混凝土组合物
公开(公告)号：JP2007261933A
公开(公告)日：2007-10-11
申请号：JP2007050406
申请日：2007-02-28
申请人： Taiheiyo Cement Corp , Univ Nihon , 太平洋セメント株式会社 , 学校法人日本大学
发明人： KAJIO SATOSHI , FUJITA HITOSHI , TSURUTA MASAHIRO , HASHIMOTO MASAYUKI , KUBOTA HIROYASU , MAKI TAKATERU , IWAKI ICHIRO
IPC分类号： C04B28/02 , C04B7/345 , C04B14/48 , C04B16/06 , C04B22/06 , C04B22/08 , C04B22/14 , C04B24/06
CPC分类号： Y02P40/148
摘要： PROBLEM TO BE SOLVED: To provide a concrete setting object which has high strength while being accompanied by rapid development of strength, can reduce the shrinkage distortion due to self-shrinkage, drying shrinkage, etc., and can prevent the occurrence of a crack etc., due to shrinkage distortion. SOLUTION: The concrete setting object is prepared by setting a formulated material including an expandable admixture including a clinker composition containing a hydraulic composition including 0.1 to 3.0 parts by mass lithium carbonate of 1,000 to 4,000 cm 2 /g specific surface area, based on 100 parts by mass, calcium sulfoaluminate composition including 3 to 60 mass% calcium sulfoaluminate and 1 to 40 mass% anhydrous gypsum, and a composition including one or two or more kinds selected from the group consisting of a 3CaO-SiO 2 -2CaO-SiO 2 -CaO-interstitial material-based composition, 3CaO-SiO 2 -CaO-interstitial material-based composition, 2CaO-SiO 2 -CaO-interstitial material-based composition, and CaO-interstitial material-based composition, and containing 50 to 92 mass% CaO of the total mass of these compositions, and gypsum, metallic fibers or organic fibers. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供具有高强度同时伴随着强度快速发展的混凝土设定对象，可以减少由于自收缩，干燥收缩等引起的收缩变形，并且可以防止发生裂纹等，由于收缩变形。解决方案：通过设定包含可膨胀混合物的配制材料来制备混凝土设定对象，所述可膨胀混合物包括含有水硬性组合物的熟料组合物，所述水硬性组合物包含0.1至3.0质量份的1,000至4,000cm 2的SP / /比表面积，基于100质量份，包含3〜60质量％的磺基铝酸钙和1〜40质量％的无水石膏的磺酸铝钙组合物，以及选自由以下组成的组中的一种或两种以上的组合物： 3CaO-SiO 2 SBA-SiO 2 SiO 2 -SaO-interstitial材料基组合物，3CaO-SiO -CaO-间质材料基组合物，2CaO-SiO -CaO-间隙材料基组合物和CaO-间隙材料基组合物，并且含有这些组合物总质量的50-92质量％的CaO，石膏，金属纤维或有机纤维。版权所有（C）2008，JPO＆INPIT

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