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11. 发明专利

JP2005075658A Method for improving pumpability of concrete and method for improving placeability of concrete 审中-公开
标题翻译：用于改善混凝土的可抽吸性的方法和改善混凝土的可施加性的方法
公开(公告)号：JP2005075658A
公开(公告)日：2005-03-24
申请号：JP2003305075
申请日：2003-08-28
申请人： Kajima Corp , 鹿島建設株式会社
发明人： HIRAISHI YOSHIKI , YOKOZEKI KOSUKE , SAKATA NOBORU , MATSUBARA KOMEI
IPC分类号： C04B28/02 , C04B24/12 , C04B24/20
CPC分类号： C04B40/0039 , C04B2103/0082 , C04B2103/0083 , C04B2103/44 , C04B2111/00146 , C04B24/12 , C04B24/20 , C04B28/02
摘要： PROBLEM TO BE SOLVED: To improve the pumpability of concrete and material separation resistance of high flowing concrete by reducing bleeding upon concrete pressurization.
SOLUTION: To reduce bleeding upon the pressurization, a thickener comprising a sulfo-containing aromatic compound or a salt thereof (compound α) and an alkyltrimethylammonium salt (compound β) is added to concrete which needs to be pumped or high flowing concrete.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过减少混凝土加压时的渗流，提高混凝土的泵送性和高流动混凝土的材料分离性能。解决方案：为了减少加压时的流出，将含有含磺基芳香族化合物或其盐（化合物α）和烷基三甲基铵盐（化合物β）的增稠剂添加到需要泵送或高流动混凝土的混凝土中。版权所有（C）2005，JPO＆NCIPI

12. 发明专利

JP2004331436A Fiber-mixed high-flow concrete 审中-公开
公开(公告)号：JP2004331436A
公开(公告)日：2004-11-25
申请号：JP2003127891
申请日：2003-05-06
申请人： Kajima Corp , 鹿島建設株式会社
发明人： HIRAISHI YOSHIKI , YOKOZEKI KOSUKE , MATSUBARA KOMEI , SAKATA NOBORU
IPC分类号： C04B28/02 , C04B24/12 , C04B24/20
摘要： PROBLEM TO BE SOLVED: To improve fresh properties of fiber-mixed high-flow concrete without deteriorating its cured properties.
SOLUTION: The fiber-mixed high-flow concrete has water, cement, fine and coarse aggregate, a short fiber, an admixture (a high-performance AE water reducing agent) and a special admixture mixed therein and shows a slump flow value of ≥50 cm. The special admixture mixed in the concrete comprises an aromatic compound having a sulfone group and/or its salt and an alkyltrimethylammonium salt. The concrete has fresh properties excellent in material separating resistance and fiber dispersibility despite of low viscosity.
COPYRIGHT: (C)2005,JPO&NCIPI

13. 发明专利

JP2004175608A Method of producing lightweight high fluidity concrete 有权
公开(公告)号：JP2004175608A
公开(公告)日：2004-06-24
申请号：JP2002342474
申请日：2002-11-26
申请人： Kajima Corp , Kao Corp , 花王株式会社 , 鹿島建設株式会社
发明人： YOKOZEKI KOSUKE , YANAI SHUJI , HIRAISHI YOSHIKI , MATSUBARA KOMEI , WATABE TAKAHIRO , SAKATA NOBORU , YAMAMURO HODAKA , KOYANAGI KOJI
IPC分类号： C04B28/02 , B28C7/00 , C04B24/12 , C04B24/20 , C04B103/32 , C04B111/40
摘要： PROBLEM TO BE SOLVED: To provide a method of producing lightweight high fluidity concrete having improved fluidity and strength.
SOLUTION: The lightweight high fluidity concrete is produced by mixing an aromatic compound having a sulfone group and/or its salt and alkyltrimethyl ammonium with a hydraulic powder, aggregate and water.
COPYRIGHT: (C)2004,JPO

14. 发明专利

JP2014185506A Method for manufacturing concrete structure, and concrete curing sheet 有权
标题翻译：制造混凝土结构的方法和混凝土固化片
公开(公告)号：JP2014185506A
公开(公告)日：2014-10-02
申请号：JP2013092281
申请日：2013-04-25
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SAKATA NOBORU , WATANABE KENZO , NUKUSHINA TATSUYA , YANAI SHUJI , SAKAI GORO , YOKOZEKI KOSUKE , KONDO KEIJI
IPC分类号： E04G21/02 , E04G9/10
摘要： PROBLEM TO BE SOLVED: To provide a method for manufacturing a concrete structure, capable of manufacturing a concrete structure of prescribed quality by effectively utilizing water.SOLUTION: A method for manufacturing a concrete structure includes: an installation step for installing a concrete form 30 for concrete placing; a placing step for placing concrete in a state that a curing sheet 10 is stuck on an inner face of the concrete form 30; and a concrete form removal step for removing the concrete form 30 after the concrete C is placed. A contact angle between a contact surface on the concrete side of the curing sheet 10 used for the placing step and water is equal to or more than 50 degrees, thereby suppressing the generation of bleeding water.
摘要翻译：要解决的问题：提供一种混凝土结构的制造方法，其能够通过有效利用水来制造具有规定质量的混凝土结构。解决方案：一种制造混凝土结构的方法，包括：安装步骤，用于安装混凝土模板30，用于混凝土配置将固化片10固定在混凝土模30的内面的状态下配置混凝土的放置工序; 以及在混凝土C放置之后去除混凝土模板30的混凝土表面去除步骤。用于放置步骤的固化片10的混凝土侧的接触表面与水之间的接触角等于或大于50度，从而抑制出水的产生。

15. 发明专利

JP2014025262A Construction method for concrete placing joint 有权
标题翻译：混凝土浇注接头的施工方法
公开(公告)号：JP2014025262A
公开(公告)日：2014-02-06
申请号：JP2012166201
申请日：2012-07-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KOBAYASHI KIYOSHI , SAKATA NOBORU , YOKOZEKI KOSUKE , SAKAMOTO HARUMI , SANO SHINOBU , NAKATANI YUKIHIRO , KUJIRAI YOSHIAKI
IPC分类号： E04G21/02
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a concrete placing joint capable of adequately controlling a crack on newly placed concrete.SOLUTION: A construction method for a concrete placing joint to place new concrete 19 on an existing concrete structure 11 comprises: a formwork installation process to install a formwork 15 for placing the new concrete 19 on an upper face 11a of the existing concrete structure 11; a hardening retarded layer installation process to construct a hardening retarded layer 17 which hardens later than the new concrete 19 at a bottom section inside the formwork 15 on the upper face 11a of the existing concrete structure 11; and a new concrete placing process to place the new concrete 19 on the hardening retarded layer 15 inside the formwork 15. In the hardening retarded layer installation process, super retarded concrete with mushy consistency or super retarded mortar with mushy consistency is placed at the bottom section inside the formwork.
摘要翻译：要解决的问题：提供一种能够充分控制新配混凝土的裂缝的混凝土浇筑接头的施工方法。解决方案：一种用于将新混凝土19置于现有混凝土结构11上的混凝土浇筑接头的施工方法包括：模板安装过程，以安装用于将新混凝土19放置在现有混凝土结构11的上表面11a上的模板15; 硬化延迟层安装方法，用于构造比现有混凝土结构11的上表面11a上的模板15内部的底部部分处的新混凝土19更硬的硬化延迟层17; 以及将新混凝土19置于模板15内的硬化延迟层15上的新的混凝土浇筑工艺。在硬化延迟层安装过程中，将具有糊状稠度的超延迟混凝土或具有糊状稠度的超延迟砂浆放置在底部在模板内。

16. 发明专利

JP2013234083A Method for manufacturing concrete product 有权
标题翻译：制造混凝土产品的方法
公开(公告)号：JP2013234083A
公开(公告)日：2013-11-21
申请号：JP2012106222
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： C04B28/02 , C04B18/16 , C04B40/02 , C04B111/40 , E01C11/22 , E02B3/14
CPC分类号： Y02W30/95
摘要： PROBLEM TO BE SOLVED: To provide a method for manufacturing a concrete product capable of increasing absorption of carbon dioxide gas.SOLUTION: Porous concrete 3 is placed inside a concrete layer 2, thereby enabling carbon dioxide gas to be absorbed into a carbonated part 13 and increasing carbon dioxide gas absorption of a concrete block 12 as a whole. An outer periphery of the carbonated part 13 is covered with the concrete layer 2 so as not to expose the porous concrete 3 and to maintain a fine appearance as a concrete product. A cement milk 11 is filled and solidified in a gap inside the carbonated part 13, thereby attaining quality equivalent to that of a normal dense concrete block.
摘要翻译：要解决的问题：提供一种能够增加二氧化碳气体吸收的混凝土制品的制造方法。解决方案：将多孔混凝土3放置在混凝土层2内，从而使二氧化碳气体被吸收到碳酸化部分13和整体上增加混凝土块12的二氧化碳气体吸收。碳酸化部13的外周被混凝土层2覆盖，不会露出多孔混凝土3并保持作为混凝土产品的良好的外观。水泥浆11在碳酸化部13内的间隙内填充固化，得到与通常的致密混凝土块相同的质量。

17. 发明专利

JP2012188319A γ BELITE-CONTAINING FOAM MORTAR MIXTURE 有权
标题翻译： γ含钡泡沫混合物
公开(公告)号：JP2012188319A
公开(公告)日：2012-10-04
申请号：JP2011053726
申请日：2011-03-11
申请人： Kajima Corp , 鹿島建設株式会社
发明人： WATANABE KENZO , KOBAYASHI SEI , YOKOZEKI KOSUKE , TORII TAKESHI , YANAI SHUJI , ONO TOSHIO , SAKATA NOBORU , WATANABE ARIHISA
IPC分类号： C04B28/02 , B01J20/10 , B01J20/28 , C04B22/08 , C04B38/10
摘要： PROBLEM TO BE SOLVED: To provide a foam mortar exhibiting excellent carbon dioxide-absorbing capability in the natural environment (atmospheric environment) and not having problems such as pH rise and soil contamination due to the solution of cement components.SOLUTION: In mortar mixture constituted by mixing water, powder, air bubbles, admixture, Vp:Vso is 2:8 to 6:4 wherein total of a volume unit quantity (L/m) of the water and a volume unit quantity (L/m) of the powder is Vp, a volume unit quantity (L/m) of the air bubbles is Vso, the mortar mixture contains cement and γ belite as powder components, and the ratio of the γ belite in the powder is 20 to 70 pts.mass.
摘要翻译：要解决的问题：提供在自然环境（大气环境）中表现出优异的二氧化碳吸收能力的泡沫砂浆，并且不会由于水泥组分的溶液而引起pH升高和土壤污染等问题。解决方案：在混合水，粉末，气泡，混合物构成的砂浆混合物中，Vp：Vso为2:8至6:4，其中总体积单位量（L / m 3 / SP>）和体积单位量（L / m 3 ）为Vp，体积单位量（L / m 3 ）为Vso，砂浆混合物含有水泥和γ贝特石作为粉末成分，粉末中γ比率为20〜70。版权所有（C）2013，JPO＆INPIT

18. 发明专利

JP2012172353A Curing method of lining concrete, center truck, and curing system 有权
标题翻译：混凝土，中心卡车和固化系统的固化方法
公开(公告)号：JP2012172353A
公开(公告)日：2012-09-10
申请号：JP2011034133
申请日：2011-02-21
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUJIMOTO KAZUYOSHI , FUKUDA KATSUMI , SATO KIMIHIKO , YOKOZEKI KOSUKE , ASHIZAWA RYOICHI , SASAKI TOSHIYUKI , KOBAYASHI SEI , SAKATA NOBORU
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a curing method of lining concrete, capable of reducing construction period and preventing generation of cracks.SOLUTION: A curing system 2 in use comprises: a center truck 11 having a front windbreaking sheet 21a and a rear windbreaking sheet 21b at the front and rear ends, respectively, of a center formwork 15; and a heat insulation curing truck 23 having a heat insulation sheet 29 at a rear end of a curing panel 27. The center formwork 15 is provided with a heat insulation layer. The surface of a lining concrete 7n is covered at least with the front windbreaking sheet 21a, the rear windbreaking sheet 21b, and the center formwork 15 during movement of the center truck 11 from a section n to a front section n+1b of a tunnel 3, and the surface of the lining concrete 7n is covered at least with the front windbreaking sheet 21a, the rear windbreaking sheet 21b, the insulation sheet 29, the center formwork 15, and the curing panel 27 during movement of the heat insulation curing truck 23 from a section n-1 to the front section n, so as to cure the lining concrete 7n, respectively.
摘要翻译：要解决的问题：提供一种能够减少施工周期并防止产生裂缝的混凝土的固化方法。解决方案：使用的固化系统2包括：中心卡车11，其分别在中心模板15的前后分别具有前防滑片21a和后防滑片21b; 以及在固化面板27的后端具有隔热片29的绝热固化车23.中央模板15设置有绝热层。在中心卡车11从隧道n的第n区到第n + 1b区的运动期间，衬里混凝土7n的表面至少与前面的断路片21a，后面的断路片21b和中心模板15一起被覆盖 3，在绝热固化车辆的运动期间，衬里混凝土7n的表面至少被覆盖有前面的防风片21a，后面的断路片21b，绝缘片29，中央模板15和固化板27 23从部分n-1到前部n，以分别固化衬里混凝土7n。版权所有（C）2012，JPO＆INPIT

19. 发明专利

JP2010065393A Method for placing concrete while dispersing crack caused by temperature stress 有权
标题翻译：用于在由温度应力引起的裂缝上放置混凝土的方法
公开(公告)号：JP2010065393A
公开(公告)日：2010-03-25
申请号：JP2008230126
申请日：2008-09-08
申请人： Kajima Corp , 鹿島建設株式会社
发明人： ASHIZAWA RYOICHI , YOKOZEKI KOSUKE , HAYASHI DAISUKE , SAKATA NOBORU
IPC分类号： E04G21/02 , C04B16/06 , C04B28/02
摘要： PROBLEM TO BE SOLVED: To provide a new simple and effective method for bringing about the rendering harmless of a crack caused by temperature stress in concrete in hardening.
SOLUTION: In the method for placing the concrete while dispersing the cracks caused by the temperature stress, after a form is installed in the placing construction of a concrete structure, a crack dispersion-type HPFRCC (High Performance Fiber Reinforced Cement Composite) presenting a tensile distortion of 1% or more at a material age of 28 days is sprayed to a thickness of 10-150 mm on the placing-side surface of the form; fresh concrete is placed to come into contact with the surface of the HPFRCC in hardening by the time when the compressive strength of the HPFRCC reaches half the strength at the material age of 28 days; and the HPFRCC and the concrete are integrated together. For example, the HPFRCC contains 1-3 vol.% of PVA staples with a fiber diameter of 0.05 mm or less and a fiber length of 5-20 mm.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种简单有效的方法，使混凝土中由温度应力引起的裂纹无害化，从而使其硬化。解决方案：在分散由温度应力引起的裂缝的同时放置混凝土的方法中，在混凝土结构的放置结构中安装一种形式后，采用裂纹分散型HPFRCC（高性能纤维增强水泥复合材料）在28天的材料年龄时呈现1％以上的拉伸变形，在该形式的放置侧表面上喷涂成10〜150mm的厚度; 新鲜混凝土在HPFRCC的抗压强度达到28天的强度的一半的时候被置于与HPFRCC的表面接触硬化; HPFRCC和混凝土整合在一起。例如，HPFRCC含有1-3体积％的纤维直径为0.05mm以下且纤维长度为5-20mm的PVA短纤维。版权所有（C）2010，JPO＆INPIT

20. 发明专利

JP2010037797A Method for constructing concrete dam body 有权
标题翻译：构造混凝土体的方法
公开(公告)号：JP2010037797A
公开(公告)日：2010-02-18
申请号：JP2008201418
申请日：2008-08-05
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SAKATA NOBORU , HAYASHI DAISUKE , SAKAI GORO , YOKOZEKI KOSUKE , TAKADA ETSUHISA , TAKIGUCHI NORIO , TAKEI AKIRA , MATSUMOTO SHINYA
IPC分类号： E02B7/02 , C04B7/19 , C04B20/00 , C04B28/08
CPC分类号： Y02P40/143
摘要： PROBLEM TO BE SOLVED: To provide a technology capable of achieving, all at once, the shortening of a construction period, a reduction in the cooling cost of heat hydration and a reduction in an environmental load, in the construction of a dam body such as a large-scale dam. SOLUTION: In a method for constructing a concrete dam body, an RCD (Roller Compacted Dam) construction method is applied using zero-slump concrete as a component material inside a dam body. In this case, setting the lift height of each layer in the RCD construction method at 1.2 m or more is effective. The zero-slump concrete has characteristics in which a compressive strength on a material age of 91 days is set to be in the range of 7-35 N/mm 2 , and in which the amount of fine powder of a blast furnace slag occupied in a bonding material is set to be in the range of 71-96 mass%, preferably, 85-96%, in a superhard kneading mix proportion of a 60-100% water cementitious material ratio, a 50-200 mm maximum dimension of coarse aggregate, a 100-170 kg/m 3 unit cementitious material content, a 600-800 kg/m 3 unit weight of fine aggregate and a 1,400-1,700 kg/m 3 weight of coarse aggregate per unit volume. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种技术，能够立即实现施工期间的缩短，水合冷却成本的降低和环境负荷的降低，在坝的施工中身体如大型水坝。解决方案：在一种混凝土坝体构造方法中，使用坍落度塌陷混凝土作为坝体内的组分材料，应用了RCD（压路机压实水坝）施工方法。在这种情况下，将RCD施工方法中的各层的升降高度设定为1.2m以上是有效的。零坍落度混凝土具有将材料年龄91天的抗压强度设定在7-35N / mm 2 的范围内的特性，其中细粉末的量在粘结材料中占据的高炉矿渣的60〜100％水泥质比超硬混炼比例为50〜100质量％，优选为85〜96％粗骨料的最大尺寸为-200mm，单位胶结物质含量为100-170kg / m 3，单体重量为600-800kg / m 3，每单位体积的粗骨料的重量为1400-1,700kg / m 3。版权所有（C）2010，JPO＆INPIT

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