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1. 发明专利

JP2013203636A Ae concrete composition using blast furnace cement 有权
标题翻译： AE混凝土组合物使用BLAST FURNACE CEMENT
公开(公告)号：JP2013203636A
公开(公告)日：2013-10-07
申请号：JP2012076956
申请日：2012-03-29
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店 , Takemoto Oil & Fat Co Ltd , 竹本油脂株式会社 , Kajima Corp , 鹿島建設株式会社 , Dc Co Ltd , 株式会社デイ・シイ , Taiheiyo Cement Corp , 太平洋セメント株式会社 , Shinnittetsu Koro Cement Kk , 新日鐵高炉セメント株式会社 , Nippon Steel & Sumikin Cement Co Ltd , 日鉄住金セメント株式会社
发明人： YONEZAWA TOSHIO , MITSUI TATEO , INOUE KAZUMASA , TSUJI DAIJIRO , WACHI MASAHIRO , KINOSHITA MITSUO , SAITO KAZUHIDE , TAMAKI SHINJI , KURODA MOE , KANDA TETSUSHI , SAKATA NOBORU , KOIBUCHI KIYOSHI , FUTADO NOBUKAZU , OGAWA SHOICHI , KUGA RYUICHIRO , DAN YASUHIRO , UEKI YASUTOMO , SAGAWA TAKAHIRO , OGURA SATSU
IPC分类号： C04B28/08 , C04B24/00 , C04B24/02 , C04B24/06 , C04B24/10 , C04B24/26 , C04B24/32 , C08F290/06 , C08K5/098 , C08K5/1545 , C08L55/00 , C08L71/02
摘要： PROBLEM TO BE SOLVED: To provide an AE concrete composition using blast furnace cement having a small slump loss and little generation of bleeding water, excellent in freeze-thaw resistance, and further capable of obtaining an AE concrete composition having high fluidity by suppressing the viscosity to a low level when preparing a high-strength AE concrete composition.SOLUTION: In an AE concrete composition containing blast furnace cement, water fine aggregate, coarse aggregate and an admixture, and further containing an air amount adjusting agent, the ratio of water/blast furnace cement is 25-60%, a specific water-soluble vinyl copolymer of a two-component system or a three-component system is used as the admixture, and the 0.1-3 pts.mass admixture is used with respect to the 100 pts.mass blast furnace cement.
摘要翻译：要解决的问题：为了提供使用具有小的坍落度损失和少量出水的高炉水泥的AE混凝土组合物，具有优异的抗冻融性，并且还能够通过抑制粘度获得具有高流动性的AE混凝土组合物在制备高强度AE混凝土组合物时，水平低。在含有高炉水泥，水细骨料，粗骨料和混合物的AE混凝土组合物中，还含有空气量调节剂，水/ 高炉水泥为25-60％，使用双组分体系或三组分体系的特定水溶性乙烯基共聚物作为混合物，相对于100重量份使用0.1-3重量份的混合物 pts.mass高炉水泥。

2. 发明专利

JP2014125370A Hydraulic blast furnace slag composition and concrete cured body 有权
标题翻译：液压烤炉渣组合物和混凝土固化体
公开(公告)号：JP2014125370A
公开(公告)日：2014-07-07
申请号：JP2012282339
申请日：2012-12-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店 , Kajima Corp , 鹿島建設株式会社 , Takemoto Oil & Fat Co Ltd , 竹本油脂株式会社
发明人： YONEZAWA TOSHIO , MITSUI TATEO , INOUE KAZUMASA , KOJIMA MASAO , TSUJI DAIJIRO , MATSUSHITA TETSURO , KANDA TETSUSHI , SAKATA NOBORU , YODA KAZUHISA , HASHIMOTO MANABU , KINOSHITA MITSUO , TAMAKI SHINJI , SAITO KAZUHIDE , KURODA MOE
IPC分类号： C04B28/08 , C04B14/28 , C04B24/38
摘要： PROBLEM TO BE SOLVED: To provide a hydraulic blast furnace slag composition and a concrete cured body obtained by curing the same that simultaneously and sufficiently solve the plurality of problems that a concrete composition prepared by using blast furnace slag highly containing binding material produces a concrete cured body of low compressive strength, and a hydraulic blast furnace slag composition produces a concrete cured body of lowered compressive strength when undergoes thermal history of temperature rising due to heat evolution during curing by hydration reaction, and also a hydraulic blast furnace slag composition has high S-value.SOLUTION: A hydraulic blast furnace slag composition containing the following admixture by an amount of 0.01 to 0.50 pts.mass per 100 pts.mass of the following binding material. Binding material: containing blast furnace slag fine powder having a fineness of 3000 to 8000 cm/g by an amount of 40 to 80 mass%, Portland cement by an amount of 15 to 55 mass%, and sulfate by an amount of 1.0 to 5.0 mass% in terms of SO(the sum of blast furnace slag fine powder, Portland cement and sulfate is 100 mass%). Admixture: composed of two components of the following A component and the following B component, and containing A component by an amount of 50 to 99 mass% and B component by an amount of 1 to 50 mass% (total 100 mass%). A component: a water soluble dextrin compound having a weight average molecular weight of 1000 to 20000 and a solubility into water at 21°C of 90% or more. B component: a water soluble dextrin compound having a weight average molecular weight of 20001 to 50000 and a solubility into water at 21°C of 90% or more.
摘要翻译：要解决的问题：提供一种液压高炉矿渣组合物和通过固化而获得的混凝土固化体，其同时充分地解决了通过使用高含有粘结材料的高炉渣制备的混凝土组合物产生混凝土固化的多个问题液压高炉渣组合物在通过水化反应固化期间由于放热而经历由于升温引起的温度升高的热历史时产生具有降低的抗压强度的混凝土固化体，并且液压高炉渣组合物具有高S 价值。解决方案：一种液压高炉矿渣组合物，其含有以下混合物，其量为0.01至0.50磅/微升/ 100磅的以下粘结材料。结合材料：含有40〜80质量％的细度为3000〜8000cm / g的高炉矿渣微粉，15〜55质量％的硅酸盐水泥，1.0〜5.0的硫酸盐质量％以SO（高炉矿渣粉末，波特兰水泥和硫酸盐的总和为100质量％）。外加剂：由以下A成分和以下B成分的两种成分组成，A成分为50〜99质量％，B成分为1〜50质量％（总计100质量％）。 A成分：重均分子量为1000〜20000的水溶性糊精化合物和在21℃下的水溶性为90％以上。 B成分：重均分子量为20001〜50000的水溶性糊精化合物和在21℃下在水中的溶解度为90％以上。

3. 发明专利

JP2014125371A Hydraulic blast furnace slag composition and concrete cured body 有权
标题翻译：液压烤炉渣组合物和混凝土固化体
公开(公告)号：JP2014125371A
公开(公告)日：2014-07-07
申请号：JP2012282345
申请日：2012-12-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店 , Kajima Corp , 鹿島建設株式会社 , Takemoto Oil & Fat Co Ltd , 竹本油脂株式会社
发明人： YONEZAWA TOSHIO , MITSUI TATEO , INOUE KAZUMASA , KOJIMA MASAO , TSUJI DAIJIRO , MATSUSHITA TETSURO , KANDA TETSUSHI , SAKATA NOBORU , YODA KAZUHISA , HASHIMOTO MANABU , KINOSHITA MITSUO , TAMAKI SHINJI , SAITO KAZUHIDE , KURODA MOE
IPC分类号： C04B28/04 , C04B14/28 , C04B18/14 , C04B24/10 , C04B24/26 , C08F220/06 , C08F220/28
CPC分类号： Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a hydraulic blast furnace slag composition and a concrete cured body obtained by curing the same that simultaneously and sufficiently solve the problems that a concrete composition prepared by using blast furnace slag highly containing binding material produces a concrete cured body of low compressive strength, and a hydraulic blast furnace slag composition produces a concrete cured body of lowered compressive strength when undergoes thermal history of temperature rising due to heat evolution during curing by hydration reaction.SOLUTION: A hydraulic blast furnace slag composition containing the following strength enhancer by an amount of 0.01 to 0.50 pts.mass, as a part of an admixture, per 100 pts.mass of the following binding material. Binding material: containing blast furnace slag fine powder having a fineness of 3000 to 8000 cm/g by an amount of 40 to 80 mass%, Portland cement by an amount of 15 to 55 mass%, and sulfate by an amount of 1.0 to 5.0 mass% in terms of SO(the sum of blast furnace slag fine powder, Portland cement and sulfate is 100 mass%). Strength enhancer: water soluble dextrin compound that has a weight average molecular weight of 1000 to 20000 and a solubility into water at 21°C of 90% or more.
摘要翻译：要解决的问题：为了提供一种通过固化而获得的液压高炉矿渣组合物和混凝土固化体，其同时充分地解决了通过使用高含有粘结材料的高炉渣制备的混凝土组合物产生混凝土固化体的问题，低压缩强度和液压高炉渣组合物在经历由于水合反应固化期间的放热而发生升温的热历史时，产生具有降低的抗压强度的混凝土固化体。解决方案：含有以下强度增强剂的液压高炉渣组合物作为混合物的一部分，每100磅以下的粘合材料的量为0.01至0.50重量份。结合材料：含有40〜80质量％的细度为3000〜8000cm / g的高炉矿渣微粉，15〜55质量％的硅酸盐水泥，1.0〜5.0的硫酸盐质量％以SO（高炉矿渣粉末，波特兰水泥和硫酸盐的总和为100质量％）。强度增强剂：重均分子量为1000〜20000，水溶性在21℃为90％以上的水溶性糊精化合物。

4. 发明专利

JP2013203635A Concrete composition using blast furnace cement, and concrete hardened body 有权
标题翻译：使用BLAST FURNACE CEMENT和混凝土体的混凝土组合物
公开(公告)号：JP2013203635A
公开(公告)日：2013-10-07
申请号：JP2012076943
申请日：2012-03-29
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店 , Takemoto Oil & Fat Co Ltd , 竹本油脂株式会社 , Kajima Corp , 鹿島建設株式会社 , Dc Co Ltd , 株式会社デイ・シイ , Taiheiyo Cement Corp , 太平洋セメント株式会社 , Shinnittetsu Koro Cement Kk , 新日鐵高炉セメント株式会社 , Nippon Steel & Sumikin Cement Co Ltd , 日鉄住金セメント株式会社
发明人： YONEZAWA TOSHIO , MITSUI TATEO , INOUE KAZUMASA , TSUJI DAIJIRO , WACHI MASAHIRO , KINOSHITA MITSUO , SAITO KAZUHIDE , TAMAKI SHINJI , KURODA MOE , KANDA TETSUSHI , SAKATA NOBORU , KOIBUCHI KIYOSHI , FUTADO NOBUKAZU , OGAWA SHOICHI , KUGA RYUICHIRO , DAN YASUHIRO , UEKI YASUTOMO , SAGAWA TAKAHIRO , OGURA SATSU
IPC分类号： C04B28/08 , C04B14/06 , C04B14/26 , C04B18/08 , C04B18/14 , C04B22/06 , C04B22/10 , C04B22/16 , C04B24/02 , C04B24/06 , C04B24/10 , C04B24/26 , C04B24/32 , C08F20/00
CPC分类号： Y02P40/143 , Y02W30/92 , Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a concrete composition using blast furnace cement having a large content of blast furnace slag fine powder capable of satisfying simultaneously following requirements (1)-(7): (1) development of initial strength is excellent, (2) drying shrinkage is small, (3) neutralization can be suppressed, (4) fluidity is excellent, (5) fluidity retention with passage of time is excellent, (6) freeze-thaw resistance is excellent, and (7) fire resistance is excellent, and to provide a concrete hardened body obtained by hardening such a concrete composition.SOLUTION: In a concrete composition comprising a binder, water, fine aggregate, coarse aggregate and an admixture, a material containing ≥70 mass% specific blast furnace cement in a binder is used as the binder, and a specific water-soluble vinyl copolymer is used as much as 0.1-5.0 mass% of the binder as a part of the admixture, and further the ratio of water to the binder is set at 15-60 mass%, and furthermore the amount of calcium hydroxide remaining after a hydration reaction of the binder is adjusted to be ≥5 kg per cubic meter of the concrete composition.
摘要翻译：要解决的问题：提供一种具有大量含量高炉矿渣细粉的高炉水泥的混凝土组合物，能够同时满足以下要求（1） - （7）：（1）初始强度的发展优异，（2 ）干燥收缩率小，（3）可以抑制中和，（4）流动性优异，（5）流动性保持随时间优异，（6）抗冻融性优异，（7）耐火性为优异的，并且提供通过硬化这种混凝土组合物获得的混凝土硬化体。解决方案：在包含粘合剂，水，细骨料，粗骨料和混合物的混凝土组合物中，含有≥70质量％的特定高炉水泥的材料使用粘合剂作为粘合剂，使用特定的水溶性乙烯基共聚物作为混合物的一部分的粘合剂的0.1-5.0质量％，进而将水与粘合剂的比例设定为15〜 60质量％将粘合剂水合反应后剩余的氢氧化钙的量调整为每立方米混凝土组合物≥5kg。

5. 发明专利

JP2017087485A 繊維補強セメント材料の製造方法审中-公开
公开(公告)号：JP2017087485A
公开(公告)日：2017-05-25
申请号：JP2015217780
申请日：2015-11-05
申请人：鹿島建設株式会社 , Kajima Corp
发明人： WATANABE ARIHISA , AOYAMA TATSUHIKO , YANAI SHUJI , SAKAI GORO , ICHINOMIYA TOSHIMICHI , SAKATA NOBORU , ONO TOSHIO
IPC分类号： B28C7/04 , C04B14/28 , C04B14/48 , C04B24/38 , C04B28/04
摘要：【課題】勾配を有する部位に打ち込む際に先流れを生じることなく施工可能な優れた施工性を有するとともに、十分な強度を有する硬化物を形成可能な繊維補強セメント材料を容易に製造できる繊維補強セメント材料の製造方法を提供すること。【解決手段】少なくとも結合材と骨材と水と混和剤とを練り混ぜ、セメントマトリクスを得る第1工程と、上記セメントマトリクスに繊維を加えて練り混ぜ、ベースとなる繊維補強セメント材料を得る第2工程と、上記ベースとなる繊維補強セメント材料に流動調整材料を外割で加えて練り混ぜ、JIS R5201に規定されたモルタルフロー試験によるモルタルフロー値が130〜230mmである繊維補強セメント材料を得る第3工程と、を有する繊維補強セメント材料の製造方法。【選択図】なし

6. 发明专利

JP2014091243A Method of producing ready mixed concrete 有权
标题翻译：生产熟配混合料的方法
公开(公告)号：JP2014091243A
公开(公告)日：2014-05-19
申请号：JP2012242177
申请日：2012-11-01
申请人： Kajima Corp , 鹿島建設株式会社 , Milcon:Kk , 株式会社ミルコン
发明人： HASHIMOTO MANABU , SAKATA NOBORU , HAYASHI DAISUKE , SAKAI GORO , AOYAMA HIROAKI
IPC分类号： B28C7/04
摘要： PROBLEM TO BE SOLVED: To provide a method of producing ready mixed concrete containing liquid bubble material which causes less reduction of the amount of air even after carriage from a concrete factory to a pouring site.SOLUTION: A method of producing ready mixed concrete includes preparing a mixture by mixing at least cement, aggregate and water together, gas/liquid-mixing a bubbling agent solution containing at least an air entrainment agent and a capsule base agent with compressed air to form a liquid bubble material and mixing the mixture with the liquid bubble material to obtain ready mixed concrete containing the liquid bubble material. The step of forming the liquid bubble material includes adjusting the content of the air entrainment agent and/or the capsule base material in the bubbling agent solution according to one or more conditions selected from the time of carriage to the pouring site for the ready mixed concrete, carrying means for carrying the ready mixed concrete to the pouring site and the kneading temperature for the ready mixed concrete.
摘要翻译：要解决的问题：提供一种制备含有液泡材料的预混合混凝土的方法，即使在从混凝土工厂运输到浇注位置之后，空气的量也减少。解决方案：一种制备预拌混凝土的方法包括制备混合物，至少将水泥，骨料和水混合在一起，将至少含有空气夹带剂的气泡溶液与胶囊基剂混合在一起，形成液泡材料，并将该混合物与液体混合泡沫材料获得准备好的含有液泡材料的混合混凝土。形成液泡材料的步骤包括根据一种或多种条件调节鼓泡剂溶液中的空气夹带剂和/或胶囊基材的含量，该条件选自从运输时到混合混凝土的浇注部位用于将准备好的混凝土输送到浇注部位的承载装置和用于预混混凝土的混炼温度。

7. 发明专利

JP2014076932A Concrete modifier, modified concrete, and concrete modification method 审中-公开
标题翻译：混凝土改性剂，改性混凝土和混凝土改性方法
公开(公告)号：JP2014076932A
公开(公告)日：2014-05-01
申请号：JP2012226856
申请日：2012-10-12
申请人： Central Nippon Expressway Co Ltd , 中日本高速道路株式会社 , Kajima Corp , 鹿島建設株式会社 , Rad Japan Co Ltd , 株式会社ラドジャパン
发明人： SAKAI HIDEAKI , HAYASHI DAISUKE , SAKATA NOBORU , SAKAI GORO , KUDO TETSUYA
IPC分类号： C04B41/68 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a concrete modifier, modified concrete, and a concrete modification method in which neutralized concrete can be easily modified and protected.SOLUTION: A concrete modifier includes alkaline silicate, calcium nitrite, and cement effluents, and a molar ratio of (calcium nitrite/alkaline silicate) is 0.01 to 0.5.
摘要翻译：要解决的问题：提供混凝土改性剂，改性混凝土，以及混凝土改性方法，其中中和的混凝土可以容易地改性和保护。解决方案：混凝土改性剂包括碱性硅酸盐，亚硝酸钙和水泥流出物，摩尔比（亚硝酸钙/碱性硅酸盐）为0.01〜0.5。

8. 发明专利

JP2013233684A Method of manufacturing concrete product 有权
标题翻译：制造混凝土产品的方法
公开(公告)号：JP2013233684A
公开(公告)日：2013-11-21
申请号：JP2012106225
申请日：2012-05-07
申请人： Kajima Corp , 鹿島建設株式会社 , Chugoku Electric Power Co Inc:The , 中国電力株式会社 , Denki Kagaku Kogyo Kk , 電気化学工業株式会社
发明人： YOKOZEKI KOSUKE , SAKATA NOBORU , TORII TAKESHI , IGARASHI HIROMASA , KOIKE KATSUNORI , SASAKI KUNIYUKI , ASHIZAWA RYOICHI , NANJO HIDEO , YOSHIOKA ICHIRO , OBATA DAISAKU , SHOJI SHIN , HIGUCHI TAKAYUKI , MORIOKA MINORU , YAMAMOTO KENJI
IPC分类号： B28B1/14 , C04B18/16 , C04B28/02
CPC分类号： Y02W30/95
摘要： PROBLEM TO BE SOLVED: To provide a method of manufacturing a concrete product configured to increase the amount of carbon dioxide gas to be absorbed.SOLUTION: By forming a carbonation body 13 comprising porous concrete 3, carbon dioxide gas is absorbed into the carbonation body 13, so as to increase the overall amount of the carbon dioxide gas to be absorbed of a concrete block 12. In filling cement milk 11, a floating prevention tool 17 is arranged. Thus the carbonation body 13 is held in a concrete form 1 without floating the carbonation body from an opening 1a, and is integrated with the cement milk 11 and solidified to have a predetermined shape. The cement milk 11 is further filled and solidified, so as to obtain the same quality as a normal solid concrete product.
摘要翻译：要解决的问题：提供一种制造混凝土产品的方法，该混凝土产品被配置为增加待吸收的二氧化碳气体的量。解决方案：通过形成包含多孔混凝土3的碳化体13，二氧化碳气体被碳酸化体13吸收，以便增加要被混凝土块12吸收的二氧化碳气体的总量。在填充水泥乳11时，布置防浮起工具17。因此，碳酸化体13保持为混凝土形式1，而不使碳酸化体从开口1a浮起，并与水泥浆11一体化并固化成具有预定形状。水泥乳11进一步填充固化，以获得与普通固体混凝土产品相同的质量。

9. 发明专利

JP2013174619A Method and device for estimating property of concrete 有权
标题翻译：用于估算混凝土性能的方法和装置
公开(公告)号：JP2013174619A
公开(公告)日：2013-09-05
申请号：JP2013112028
申请日：2013-05-28
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NAGOYA KAORU , SAKATA NOBORU , ASHIZAWA RYOICHI , SAKAI GORO , YOKOZEKI KOSUKE , OTSUKA SHUNJI , SHIGENAGA AKIHIRO , KONDO KEIJI
IPC分类号： G01N33/38
摘要： PROBLEM TO BE SOLVED: To provide an estimation method for continuously estimating fresh property with sufficient accuracy in normal concrete.SOLUTION: The estimation method of concrete property includes a property estimation step of inputting fresh concrete C to a hopper 13 of a concrete pump 1, and estimating the fresh property of the fresh concrete C on the basis of an agitation load relating to the rotation of an agitation wing 15 which agitates the fresh concrete C. The property estimation step includes estimating fresh property by comparing the agitation load with the preliminarily specified proper range of the agitation load. In the property estimation step, only the data acquired when the agitation wing 15 is completely buried under the liquid level of the fresh concrete C are adopted as the agitation load to be compared with the proper range.
摘要翻译：要解决的问题：提供一种用于在正常混凝土中以足够的精度连续估计新鲜性质的估计方法。解决方案：混凝土性能的估计方法包括将新鲜混凝土C输入到混凝土泵1的料斗13的性能估计步骤，并根据与搅拌翼15的旋转相关的搅拌载荷来估算新拌混凝土C.该特性估计步骤包括通过将搅拌载荷与预先规定的搅拌载荷进行比较来估算新鲜性适当的搅拌载荷范围。在属性估计步骤中，仅将搅拌翼15完全埋在新鲜混凝土C的液面下时获取的数据作为搅拌载荷，与适当的范围进行比较。

10. 发明专利

JP2013159905A Cooling method of concrete structure 有权
标题翻译：混凝土结构冷却方法
公开(公告)号：JP2013159905A
公开(公告)日：2013-08-19
申请号：JP2012020115
申请日：2012-02-01
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NUKUSHINA TATSUYA , WATANABE KENZO , YANAI SHUJI , KUMABE ATSUSHI , WATANABE ARIHISA , SAKATA NOBORU , SAITO KIMIO , SAKAI DAISUKE
IPC分类号： E01D19/02 , E01D21/00 , E04G21/02
摘要： PROBLEM TO BE SOLVED: To provide a cooling method for constructing a concrete structure having a fixed height.SOLUTION: In a first installation step for a first lift, a first positioning pipe 13 is arranged at a position apart from the opening 12a of a first cooling pipe 12 in the cross direction. In a second installation step for a second lift, the first positioning pipe 13 is connected to the lower end of a second cooling pipe 22. The first cooling pipe 12 and the second cooling pipe 22 are thus independently arranged, each having a short length. The first cooling pipe 12 is filled with cement material to be supplied into a second form 21 through the top face of the cured cement material of the first lift. The first cooling pipe 12 is thus filled with cement material which is not directly fallen to the lower end of the first cooling pipe 12.
摘要翻译：要解决的问题：提供一种用于构造具有固定高度的混凝土结构的冷却方法。解决方案：在第一提升的第一安装步骤中，第一定位管13布置在离开第一冷却管12在横向上。在第二提升的第二安装步骤中，第一定位管13连接到第二冷却管22的下端。因此，第一冷却管12和第二冷却管22独立地布置，每个具有短的长度。第一冷却管12填充有水泥材料，以通过第一升降机的固化的水泥材料的顶面供应到第二形式21。因此，第一冷却管12填充有不直接落入第一冷却管12的下端的水泥材料。

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