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1. 发明专利

JP2009196856A Ultrahigh-strength high-durability self-leveling material and ultrahigh-strength high-durability self-leveling material hardened body 有权
标题翻译：超强度高耐久性自平衡材料和超强度高耐久性自熔材料硬化体
公开(公告)号：JP2009196856A
公开(公告)日：2009-09-03
申请号：JP2008041178
申请日：2008-02-22
申请人： Sumitomo Mitsui Construction Co Ltd , Sumitomo Osaka Cement Co Ltd , 三井住友建設株式会社 , 住友大阪セメント株式会社
发明人： KOIDE TAKAO , SUZUKI YASUNORI , NAGAOKA SEIICHI , KAWAKAMI KOJI , MATSUDA HIROSHI , NISHIMOTO YOSHIKATSU
IPC分类号： C04B28/02 , C04B7/02 , C04B18/14 , C04B22/06 , C04B22/14 , C04B24/26 , C04B111/62 , E04F15/12
CPC分类号： C04B28/04 , C04B2111/62 , C04B2201/52 , Y02W30/94 , C04B7/02 , C04B14/062 , C04B18/141 , C04B18/144 , C04B20/0076 , C04B22/008 , C04B40/0263
摘要： PROBLEM TO BE SOLVED: To provide an ultrahigh-strength high-durability self-leveling material having high strength development property and high durability capable of achieving a compressive strength of >150 N/mm
2 even in an ultrahigh-strength region at a water-binder ratio of ≤20.0% and an ultrahigh-strength high-durability self-leveling material hardened body.
SOLUTION: The ultrahigh-strength high-durability self-leveling material contains a hydraulic binder consisting of cement A having an alite content of 60-70 wt.% and a Blaine specific surface area of 4,000-6,500 cm
2 /g, cement B having a belite content of 35-60 wt.% and a Blaine specific surface area of 3,000-4,000 cm
2 /g, an expansive admixture and a siliceous fine powder having a BET specific surface area of 1-20 m
2 /g, an artificial high-density fine aggregate having a maximum particle diameter of ≤1.2 mm, an absolute dry density of ≥2.90 g/cm
3 and a water absorption of ≤0.90%, and a chemical admixture.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供具有高强度显影性能和高耐久性的超高强度高耐久性自流平材料，其能够实现> 150N / mm 2 的抗压强度在水粘合剂比≤20.0％的超高强度区域和超高强度高耐久性自流平材料硬化体中。解决方案：超高强度高耐久性自流平材料包含水硬性粘合剂，其由具有60-70重量％的Alite含量的水泥A和4,000-6,500cm 2的Blaine比表面积组成水泥B的贝氏体含量为35-60重量％，布莱恩比表面积为3,000-4,000厘米2 / SP / g，膨胀性混合物和硅质细粉末 BET比表面积为1-20m 2 / SP / g，最大粒径≤1.2mm，绝对干密度≥2.90g/ cm 2的人造高密度细骨料， SP> 3 ，吸水率≤0.90％，化学混合物。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2009051681A Ultra-high-strength high-fluidity cement composition and hardened product of ultra-high-strength high-fluidity cement 有权
标题翻译：超高强度高流动性水泥组合物和超高强度高流动性水泥的硬化产品
公开(公告)号：JP2009051681A
公开(公告)日：2009-03-12
申请号：JP2007218299
申请日：2007-08-24
申请人： Sumitomo Mitsui Construction Co Ltd , Sumitomo Osaka Cement Co Ltd , 三井住友建設株式会社 , 住友大阪セメント株式会社
发明人： KOIDE TAKAO , SUZUKI YASUNORI , NAGAOKA SEIICHI , KAWAKAMI KOJI , MATSUDA HIROSHI , NISHIMOTO YOSHIKATSU
IPC分类号： C04B28/02 , C04B14/04 , C04B18/14 , C04B20/00 , C04B22/06
CPC分类号： C04B28/02 , C04B2201/52 , Y02W30/94 , C04B18/02 , C04B18/146 , C04B20/0076 , C04B18/144 , C04B18/142 , C04B40/0263
摘要： PROBLEM TO BE SOLVED: To provide an ultra-high-strength high-fluidity cement composition which has a high strength development and a high fluidity and is capable of achieving a compressive strength of >200 N/mm 2 , even in an ultra-high-strength region characterized by a water-binder ratio of ≤18.0%, and a hardened body of an ultra-high-strength high-fluidity cement. SOLUTION: The ultra-high-strength high-fluidity cement composition comprises: a hydraulic binder prepared by replacing 10-30 wt.% of cement by a silica fine powder having a specific surface area measured by the BET method of 1-20 m 2 /g; one or more kinds of artificial high-density fine aggregate(s) having a maximum grain size of ≤1.2 mm, a density in oven-dry condition of ≥2.90 g/cm 3 and a water absorption of ≤0.90% and a chemical admixture, and chosen from the group consisting of a ferronickel slag fine aggregate, a copper slag fine aggregate and an electric arc furnace oxidizing slag fine aggregate; and a chemical admixture. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：待解决的问题：为了提供具有高强度显现和高流动性的超高强度高流动性水泥组合物，并且能够获得> 200N / mm 2的压缩强度< / SP>，即使在水粘合剂比为≤18.0％的超高强度区域，也是超高强度高流动性水泥的硬化体。解决方案：超高强度高流动性水泥组合物包括：水硬性粘合剂，其通过用具有比表面积的二氧化硅细粉替代10-30重量％的水泥制备，所述比表面积通过BET法测量为1- 20 m 2 / g; 一种或多种具有最大粒径≤1.2mm的人造高密度细骨料，烘干条件下的密度≥2.90g/ cm 3 SP＆gt;和吸水率 ≤0.90％和一种化学混合物，选自铁镍渣细骨料，铜渣细骨料和电弧炉氧化渣细骨料; 和化学混合物。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2009196855A Ultrahigh-strength non-shrinkage grout material and ultrahigh-strength non-shrinkage grout material hardened article 有权
标题翻译：超强度非收缩材料和超强度非收缩性材料硬质合金
公开(公告)号：JP2009196855A
公开(公告)日：2009-09-03
申请号：JP2008041177
申请日：2008-02-22
申请人： Sumitomo Mitsui Construction Co Ltd , Sumitomo Osaka Cement Co Ltd , 三井住友建設株式会社 , 住友大阪セメント株式会社
发明人： KOIDE TAKAO , SUZUKI YASUNORI , NAGAOKA SEIICHI , KAWAKAMI KOJI , MATSUDA HIROSHI , NISHIMOTO YOSHIKATSU
IPC分类号： C04B28/02 , C04B18/14 , C04B20/00 , C04B22/14 , C04B40/02 , C04B111/34 , C04B111/70
CPC分类号： C04B28/04 , C04B2111/34 , C04B2111/70 , C04B2201/52 , Y02W30/94 , C04B7/02 , C04B14/062 , C04B18/141 , C04B18/144 , C04B20/0076 , C04B22/008 , C04B40/0263
摘要： PROBLEM TO BE SOLVED: To provide an ultrahigh-strength non-shrinkage grout material having a high strength development property capable of achieving a compressive strength of >160 N/mm
2 even in an ultrahigh-strength region at a water-binder ratio of ≤18.0% and an ultrahigh-strength non-shrinkage grout material hardened body.
SOLUTION: The ultrahigh-strength non-shrinkage grout material contains a hydraulic binder consisting of cement A having an alite content of 60-70 wt.% and a Blaine specific surface area of 4,000-6,500 cm
2 /g, cement B having a belite content of 35-60 wt.% and a Blaine specific surface area of 3,000-4,000 cm
2 /g, an expansive admixture and a siliceous fine powder having a BET specific surface area of 1-20 m
2 /g, an artificial high-density fine aggregate having a maximum particle diameter of ≤1.2 mm, an absolute dry density of ≥2.90 g/cm
3 and a water absorption of ≤0.90%, and a chemical admixture.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：即使在超高速度下，也可以提供具有高强度显影性能的超高强度非收缩灌浆材料，其能够实现> 160N / mm 2 SPF的压缩强度< 水泥比率≤18.0％的强度区域和超高强度非收缩灌浆材料硬化体。解决方案：超高强度非收缩灌浆材料包含水硬性粘合剂，其由具有60-70重量％的Alite含量的水泥A和4,000-6,500cm 2的Blaine比表面积组成， SP> / g，贝氏体含量为35-60重量％，布莱恩比表面积为3,000-4,000厘米2 / SP / g的水泥B，膨胀性混合物和具有 BET比表面积为1-20m 2 / SP / g，最大粒径≤1.2mm，绝对干密度≥2.90g/ cm 2的人造高密度细骨料 3 和吸水率≤0.90％，以及化学混合物。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2009052268A Method of manufacturing ultra-high strength concrete member, and method of analyzing form removal procedure 有权
标题翻译：制造超高强度混凝土构件的方法和分析形式拆除程序的方法
公开(公告)号：JP2009052268A
公开(公告)日：2009-03-12
申请号：JP2007219393
申请日：2007-08-27
申请人： Sumitomo Mitsui Construction Co Ltd , Sumitomo Osaka Cement Co Ltd , 三井住友建設株式会社 , 住友大阪セメント株式会社
发明人： MATSUDA HIROSHI , NISHIMOTO YOSHIKATSU , KAWAKAMI KOJI , NAGAOKA SEIICHI
IPC分类号： E04G21/02 , E04B1/62 , E04B2/84 , G01N3/00
摘要： PROBLEM TO BE SOLVED: To avoid cracking in ultra-high strength concrete during curing, and to shorten a curing period. SOLUTION: When the ultra-high strength concrete 3 is cured, a heat insulating form 2 is employed. In the present invention, the heat insulating form 2 is constructed by laminating a plurality of heat insulating members 1 on each other, and then the heat insulating members 1 are successively detached. The procedure and timing of detaching the heat insulating members 1 are obtained based on analysis by the finite element method. By adequately determining the thickness of the initial heat insulating form 2, initial cracking (cracking occurring before first form removal is carried out) can be avoided. Further by adequately determining the timing at which the heat insulating members 1 are detached, cracking at the time of form removal (i.e. cracking caused by thermal shock) can be avoided, and thus the curing period before detachment of all the heat insulating members 1 can be shortened. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了避免固化过程中超高强度混凝土的开裂，缩短固化时间。解决方案：当超高强度混凝土3固化时，采用隔热形式2。在本发明中，绝热体2通过将多个隔热构件1彼此层叠而构成，然后隔热构件1依次分离。基于有限元法的分析，求出绝热部件1的拆卸顺序和时机。通过适当地确定初始隔热层2的厚度，可以避免初始裂纹（在第一次脱模之前发生的裂纹）。此外，通过适当地确定绝热构件1脱离的时间，可以避免在形成除去时的裂纹（即，由热冲击引起的裂纹），因此所有隔热构件1的脱离之前的固化时间可以缩短。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2009051682A Ultra-high-strength high-fluidity concrete, and ultra-high-strength high-fluidity fresh concrete 有权
标题翻译：超高强度高流体混凝土和超高强度高流体混凝土
公开(公告)号：JP2009051682A
公开(公告)日：2009-03-12
申请号：JP2007218300
申请日：2007-08-24
申请人： Sumitomo Mitsui Construction Co Ltd , Sumitomo Osaka Cement Co Ltd , 三井住友建設株式会社 , 住友大阪セメント株式会社
发明人： KOIDE TAKAO , SUZUKI YASUNORI , NAGAOKA SEIICHI , KAWAKAMI KOJI , MATSUDA HIROSHI , NISHIMOTO YOSHIKATSU
IPC分类号： C04B28/02 , C04B14/04 , C04B14/06 , C04B14/14 , C04B14/30 , C04B18/14 , C04B20/00 , C04B24/26 , C04B40/02
CPC分类号： C04B28/02 , C04B2201/52 , Y02W30/94 , C04B18/02 , C04B18/146 , C04B20/0096
摘要： PROBLEM TO BE SOLVED: To provide an ultra-high-strength high-fluidity concrete and an ultra-high-strength high-fluidity fresh concrete, each of which has a high strength development and a high fluidity and is capable of achieving a compressive strength of >200 N/mm 2 , even in an ultra-high-strength region characterized by a water-binder ratio of ≤15.0%. SOLUTION: The ultra-high-strength high-fluidity concrete comprises: a hydraulic binder prepared by replacing 10-30 wt.% of cement by a silica fine powder having a specific surface area measured by the BET method of 1-20 m 2 /g; a coarse aggregate having an average grain size of 10-20 mm, a density in oven-dry condition of ≥2.60 g/cm 3 and a water absorption of ≤1.20%; an artificial high-density fine aggregate having a maximum grain size of ≤1.2 mm, a density in oven-dry condition of ≥2.90 g/cm 3 and a water absorption of ≤0.90%; and a chemical admixture. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供超高强度高流动性混凝土和超高强度高流动性新鲜混凝土，其具有高强度开发和高流动性，并且能够实现甚至在水粘合剂比为≤15.0％的超高强度区域中，抗压强度> 200N / mm 2 。解决方案：超高强度高流动性混凝土包括：水硬性粘结剂，其通过用具有比表面积的二氧化硅细粉末替代10-30重量％的水泥制备，所述比表面积通过BET法测量为1-20 m 2 / g; 平均粒径为10〜20mm的粗骨料，烘干条件下的密度≥2.60g/ cm 3，吸水率≤1.20％。最高粒径≤1.2mm的人造高密度细骨料，烘干条件下的密度≥2.90g/ cm 3，水吸收率≤0.90％。和化学混合物。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2006274743A Paving method and water retentive paving 有权
标题翻译：填充方法和水分保持性
公开(公告)号：JP2006274743A
公开(公告)日：2006-10-12
申请号：JP2005098658
申请日：2005-03-30
申请人： Kajima Road Co Ltd , Sumitomo Osaka Cement Co Ltd , Toyobo Co Ltd , 住友大阪セメント株式会社 , 東洋紡績株式会社 , 鹿島道路株式会社
发明人： AKU KENICHI , HANIYU KENICHI , NAGAOKA SEIICHI , ANDO YUTAKA , YAMAZAKI YASUO , KODAMA TAKAYOSHI , YAMASHITA YUSHI , GODENKI HAJIME , MAEDA ATSUNORI
IPC分类号： E01C7/35 , C04B41/63 , E01C7/14 , E01C11/24
摘要： PROBLEM TO BE SOLVED: To provide a paving method and water retentive paving for increasing water retention performance while maintaining high water permeating and draining functions.
SOLUTION: When paving porous concrete 2 composed of aggregate 21 and cement paste 22 (or mortar), water retentive paving 1 capable of providing excellent construction property and high water retention property and maintaining water retention power for a long time is formed by spraying liquid water retention agent 3 formed by spraying water absorption polymer into water into the porous concrete at 0.25 to 31/m
2 .
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供铺路方法和保水性铺路以提高保水性能，同时保持高的渗水和排水功能。解决方案：当铺设由骨料21和水泥浆22（或砂浆）组成的多孔混凝土2时，能够提供优异的结构性能和高保水性并长时间维持保水力的保水铺路1由喷雾液体保水剂3，其以0.25至31 / m 2 SP / 2以下将吸水聚合物喷入水中，形成多孔混凝土。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2011132106A Hydraulic composition and cured product 审中-公开
标题翻译：液压组合物和固化产品
公开(公告)号：JP2011132106A
公开(公告)日：2011-07-07
申请号：JP2009295531
申请日：2009-12-25
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： KIMIJIMA TAKEYUKI , KOBAYASHI SHIGEHIRO , NAGAOKA SEIICHI , NAKAYAMA KIMIHIKO
IPC分类号： C04B28/02 , C04B7/02 , C04B14/06
摘要： PROBLEM TO BE SOLVED: To provide a hydraulic composition which can suppress an alkaline aggregate reaction even if an aggregate containing silicon dioxide is used.
SOLUTION: The hydraulic composition includes an aggregate containing silicon dioxide and a low heat Portland cement. Preferably, the hydraulic composition contains 20-70 pts.wt. of the low heat Portland cement to 100 pts.wt. of the silicon dioxide.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供即使使用含有二氧化硅的骨料也能够抑制碱性骨料反应的水硬性组合物。水解组合物包括含有二氧化硅和低热波特兰水泥的骨料。优选地，水硬性组合物含有20-70重量份的低热波特兰水泥到100磅的二氧化硅。版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2009078478A Centrifugal casting method of concrete, and centrifugally casted concrete 审中-公开
标题翻译：混凝土的离心铸造方法和离心浇注混凝土
公开(公告)号：JP2009078478A
公开(公告)日：2009-04-16
申请号：JP2007250355
申请日：2007-09-27
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： NAGAOKA SEIICHI
IPC分类号： B28B1/20 , C04B24/22 , C04B24/26 , C04B28/02
摘要： PROBLEM TO BE SOLVED: To provide a centrifugal casting method of concrete, which is easy to knead concrete to be used, and enables the manufacture of ultrahigh strength concrete products, and also can be operated industrially stably.
SOLUTION: The centrifugal casting method of concrete comprises a process of kneading and mixing a cement composition in which water/bonding agent ratio is 20 mass% or less, and a high-performance AE water reducing agent to prepare concrete in which a slump flow is 50 cm or more, a process of throwing the prepared concrete in a formwork of a centrifugal molding machine while rotating slowly the formwork, a process of adding to the concrete an additive having a bad compatibility with the high-performance AE water reducing agent to decrease the fluidity of the concrete, and a process of rotating the formwork at high speed after the decrease in fluidity of the concrete.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供混凝土的离心浇铸方法，其易于混炼使用，并且能够制造超高强度混凝土制品，并且还可以在工业上稳定地进行操作。解决方案：混凝土的离心铸造方法包括将水/粘结剂比例为20质量％以下的水泥组合物和高性能AE减水剂混炼混合的方法，制备混凝土，其中，坍落度为50厘米或以上，是将离心成型机的模板中的预制混凝土投入到同时慢速旋转模板的过程中，向混凝土添加与高性能AE水相容性差的添加剂的工序降低混凝土流动性的试剂，以及混凝土流动性降低后高速旋转模板的工序。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2008247709A Centrifugally formed concrete product 有权
标题翻译：离心成型混凝土产品
公开(公告)号：JP2008247709A
公开(公告)日：2008-10-16
申请号：JP2007094130
申请日：2007-03-30
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： TANAHASHI TATSUJI , NAGAOKA SEIICHI
IPC分类号： C04B28/02 , C04B18/08 , C04B18/14 , C04B22/14 , C04B24/22 , C04B111/56
CPC分类号： C04B28/14 , C04B2111/56 , Y02W30/92 , Y02W30/94 , C04B7/02 , C04B14/02 , C04B18/08 , C04B18/146 , C04B40/0028 , C04B2103/302
摘要： PROBLEM TO BE SOLVED: To provide a centrifugally formed concrete product which is produced by using a concrete composition having excellent flowability even under a low water/binder ratio, produces little sludge when centrifugally formed, and has excellent inner surface finishing property and high strength.
SOLUTION: The concrete product is produced by centrifugally forming the concrete composition containing (A) cement, (B) calcium sulfate, (C) silica fume, (D) one kind of flyash, (E) aggregate and water, wherein the (B) component, the (C) component and the (D) component are contained in a mass ratio of [95 to 105]:[55 to 65]:[35 to 45] and the total quantity of the three component is 10-20 pts.mass based on 100 pts.mass cement of the (A) component.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：即使在低/水/粘合剂比下，通过使用具有优异的流动性的混凝土组合物制造的离心法混凝土产品，在离心成型时几乎没有污泥，并且具有优异的内表面精加工性能，高强度。（A）水泥，（B）硫酸钙，（C）硅粉，（D）一种粉煤灰，（E）骨料和水的混凝土组合物制造混凝土产品，其中（B）成分，（C）成分和（D）成分的质量比为[95〜105]：[55〜65]：[35〜45]，三成分的总量为基于（A）组分的100 pts.mass水泥的10-20 pts.mass。版权所有（C）2009，JPO＆INPIT

10. 发明专利

JP2007269611A Method for suppressing color skip or mottling of cement hardened body 审中-公开
标题翻译：用于抑制水泥硬化体的颜色滑移或毛刺的方法
公开(公告)号：JP2007269611A
公开(公告)日：2007-10-18
申请号：JP2006100532
申请日：2006-03-31
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： MATSUMOTO KOICHI , KOIDE TAKAO , NAGAOKA SEIICHI , MIURA SHINJI
IPC分类号： C04B24/32 , C04B28/02 , C04B103/60
CPC分类号： C04B24/32 , C04B28/02 , C04B24/02
摘要： PROBLEM TO BE SOLVED: To provide a method for previously effectively suppressing the generation of color skip or mottling in a cement hardened body such as a mortar or concrete structure, an architectural concrete, or a concrete product using cement.
SOLUTION: The method for suppressing the generation of color skip or mottling in a cement hardened body comprises applying a material, obtained by mixing a water and/or alcohol soluble admixing agent with cement, to a cement hardened body. The admixing agent is an alkyleneoxide or its addition product expressed by general formula: R
1 O(AO)nR
2 (wherein, R
1 and R
2 are the same or different groups selected from the group comprising hydrogen, alkyl groups, and phenyl groups; A is alkylene group; and n is an integer of ≥1).
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于以前有效地抑制水泥硬化体如砂浆或混凝土结构，建筑混凝土或使用水泥的混凝土产品中的颜色跳跃或斑驳的产生的方法。解决方案：用于抑制水泥硬化体中的颜色跳跃或斑驳产生的方法包括将通过将水和/或醇可溶性混合剂与水泥混合而获得的材料施加到水泥硬化体上。混合剂是由通式表示的环氧烷或其加成产物：其中，R SB = O（AO）nR SB 2（其中，R SB = 1 / R SB 2是选自氢，烷基和苯基的相同或不同的基团; A是亚烷基; n是≥1的整数）。版权所有（C）2008，JPO＆INPIT

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