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1. 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。

2. 发明专利

JP2014088278A Water-hardenable hardened body 有权
标题翻译：水可硬化身体
公开(公告)号：JP2014088278A
公开(公告)日：2014-05-15
申请号：JP2012238607
申请日：2012-10-30
申请人： Sanwa Sekisan Kk , 三和石産株式会社 , Kajima Corp , 鹿島建設株式会社
发明人： MOMOSE HARUMOTO , KANDA TETSUSHI , AOKI SHINICHI , OKAWA KEN
IPC分类号： C04B28/00 , C04B18/08 , C04B28/04 , C04B28/08
CPC分类号： Y02W30/92 , Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a water-hardenable hardened body which has sufficient strength, is usable as reinforced concrete and can reduce discharge of CO.SOLUTION: A water-hardenable hardened body is obtained by kneading industrial by-products, e.g. fly ash and blast furnace slag, fine powder of concrete sludge, aggregate, and, if necessary, additives. The fine powder of concrete sludge is obtained from residual concrete or return concrete. Sludge water is obtained by adding water to residual concrete or return concrete to form a slurry and removing ballast, sand and fine sand from the slurry; the sludge water is dehydrated to obtain a dehydrated cake; and the dehydrated cake is charged into a specified rotary drum to be blown with hot air and crushed and dried to obtain fine powder of concrete sludge. The fine powder of concrete sludge preferably has a specific surface area of 8,000 cm/g or smaller.
摘要翻译：要解决的问题：为了提供具有足够强度的水硬化性硬化体，可用作钢筋混凝土，并且可以减少CO的排放。溶解性：通过捏合工业副产物，例如水可硬化硬化体。粉煤灰，高炉矿渣，混凝土污泥粉末，骨料，必要时添加剂。混凝土污泥的细粉由残余混凝土或回流混凝土得到。通过向剩余混凝土或返回混凝土中加入水以形成浆料并从浆料中除去压载物，砂和细砂获得污泥水; 将污泥水脱水，得到脱水饼; 将脱水饼装入规定的旋转鼓中，用热空气吹送并粉碎并干燥，得到混凝土淤泥的细粉末。混凝土污泥的细粉末的比表面积优选为8000cm / g以下。

3. 发明专利

JP2013159502A Hydraulic composition 有权
标题翻译：液压组合物
公开(公告)号：JP2013159502A
公开(公告)日：2013-08-19
申请号：JP2012020988
申请日：2012-02-02
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SAKAI GORO , SAKATA NOBORU , YANAI SHUJI , HAYASHI DAISUKE , HASHIMOTO MANABU , OGAWA YUICHIRO , KAWASAKI FUMIYOSHI , KANDA TETSUSHI
IPC分类号： C04B28/08 , C04B18/16 , E02B17/02
CPC分类号： Y02W30/95
摘要： PROBLEM TO BE SOLVED: To provide a hydraulic composition capable of exerting enough performance even if it is used as internal concrete applied in an RCD construction method etc. while using recycled materials.SOLUTION: A hydraulic composition of a suitable embodiment includes fine powder of a blast furnace slag, powder containing cement hydrate obtained by grinding waste concrete, and regenerated aggregate obtained by grinding waste concrete, and to which cement hydrate contained in the waste concrete adheres.
摘要翻译：要解决的问题：提供一种即使在使用可回收材料时用作RCD施工方法等中的内部混凝土也能够发挥足够的性能的水硬性组合物。解决方案：合适的实施方式的水硬性组合物包括高炉渣，通过研磨废混凝土获得的含水泥水泥的粉末，以及通过研磨废混凝土获得的再生骨料，以及混凝土中含有的水泥水合物。

4. 发明专利

JP2009019440A Method for repairing concrete waterway with joint part 有权
标题翻译：用连接部分修复混凝土路的方法
公开(公告)号：JP2009019440A
公开(公告)日：2009-01-29
申请号：JP2007183881
申请日：2007-07-13
申请人： Kajima Corp , National Agriculture & Food Research Organization , 独立行政法人農業・食品産業技術総合研究機構 , 鹿島建設株式会社
发明人： MASUKAWA SUSUMU , TOKASHIKI MASARU , MORI MITSUHIRO , NAKAYA TETSUO , SAKATA NOBORU , KANDA TETSUSHI , FUJISHIRO MASARU , HIRAISHI YOSHIKI , UCHIDA YUJI
IPC分类号： E02B5/02
摘要： PROBLEM TO BE SOLVED: To provide a method for repairing a concrete waterway with joint parts capable of enhancing sealability and preventing water from springing out of a joint part by reducing the compressive force concentrated on the joint part when the cross section of a waterway structure is repaired by forming thin its wall thickness. SOLUTION: A block out 4 is formed in the front surface of an existing concrete on both sides of the joint part 2 of an existing concrete waterway skeleton 1. A non-adhered band 5 astride the joint part 2 is fitted to the bottom surface of the through hole 4. The portion of the block out 4 and the front surface part of the existing concrete 6 are filled or coated with a highly rigid fiber-reinforced cement compound material (highly tough FRC material). COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于修复具有能够增强密封性的接合部件的混凝土水道的方法，并且通过减小集中在接头部分上的压缩力来防止水从接合部分弹出水道结构通过形成较薄的壁厚来修复。解决方案：在现有混凝土水道骨架1的接合部2的两侧的现有混凝土的前表面上形成有挡块4。跨接合部2的非粘接带5安装在通孔4的底面。块体4的部分和现有混凝土6的前表面部分被填充或涂覆有高刚性的纤维增强水泥复合材料（高韧性FRC材料）。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2008231827A Reinforced concrete block wall body and its construction method 有权
标题翻译：加固混凝土墙体及其施工方法
公开(公告)号：JP2008231827A
公开(公告)日：2008-10-02
申请号：JP2007074699
申请日：2007-03-22
申请人： Central Japan Railway Co , Kajima Corp , 東海旅客鉄道株式会社 , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , KANDA TETSUSHI , SOGABE NAOKI , ARAKI HARUYUKI , KUDO TOSHIAKI , SEKI MASAKI , YOSHIDA KOJI
IPC分类号： E01D19/02 , E01D22/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To make a wall body and a fiber sheet share shearing force when the wall body causes shearing deformation, while securing unity of respective concrete blocks, in the concrete block wall body. SOLUTION: The fiber sheet 3 is stuck to at least one surface of the concrete block wall body 2 by an adhesive 3a, and the fiber sheet 3 made to follow the shearing deformation of the wall body 2 as a fiber reinforced sheet 4 integrated with the adhesive 3a. The wall body 2 is restricted in the deformation by its peripheral frame 5 or the ground 6. A steel material 7 straddling between the wall body 2 and the frame 5 is integrated into both the wall body 2 and the frame 5, and the wall body 2 is restricted by the frame 5. The wall body 2 is restricted by a receiving beam 14 constituted between columns 51 and 51 of the frame 5 and integrated into both columns. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了使壁体和纤维片在壁体引起剪切变形时共享剪切力，同时将混凝土块的单位固定在混凝土块体中。解决方案：纤维片3通过粘合剂3a粘附在混凝土块体主体2的至少一个表面上，并且纤维片3制成跟随壁体2的剪切变形作为纤维增强片4 与粘合剂3a一体化。壁体2通过其周边框架5或地面6被限制在变形中。跨越壁体2和框架5之间的钢材7一体地被固定在壁体2和框架5中，并且壁体 2由框架5限制。壁体2由构成在框架5的列51和51之间的接收梁14限制，并被集成到两个列中。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2008184794A Step cushioning structure 审中-公开
标题翻译：步骤结构
公开(公告)号：JP2008184794A
公开(公告)日：2008-08-14
申请号：JP2007018793
申请日：2007-01-30
申请人： Kajima Corp , Shimane Univ , 国立大学法人島根大学 , 鹿島建設株式会社
发明人： SAKATA NOBORU , HIRAISHI YOSHIKI , KANDA TETSUSHI , NAGATSUKA ISAMU , UENO KAZUHIRO
IPC分类号： E01C9/08
CPC分类号： C04B28/02 , C04B2111/0075 , C04B2111/343 , C04B14/06 , C04B16/0641 , C04B20/0076
摘要： PROBLEM TO BE SOLVED: To provide a step cushioning structure which is proof against block formation (crazing) caused by cracking or chipping, irrespective of whether the structure is a cast-in-place product or a precast product, contributes to drastic extension of the service life and reduction of life cycle costs, and brings about comfortable and safe passage thereon.
SOLUTION: The step cushioning structure is formed by filling a high-tenacity cement-based fiber-reinforced cement composite material to shape a slope, or arranging a block molded of the same cement composite material on a step portion. The high-tenacity cement-based fiber-reinforced cement composite material is of a crack dispersed type, exhibiting a tensile strain of 1% or more in a tensile test of a 28-day-old hardened body, and obtained by dispersing and blending PVA short fibers having the following features [F1]: fiber strength of 1,500 to 2,400 Mpa; fiber diameter of 50 μm or less; and fiber length of 5 to 20 mm, at random in three-dimensional directions in a blending matrix having a water-cement ratio (W/C×100) of 25% or more and a sand-cement ratio (S/C) of 1.5 or less (inclusive of 0), in a compounded amount of more than 1.0 and not more than 3 vol.%.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供防止由于裂纹或碎裂引起的块形成（裂纹）的阶梯缓冲结构，而不管结构是现浇产品还是预制产品，都有助于激烈的延长使用寿命，降低生命周期成本，并在其上带来舒适安全的通道。解决方案：步骤缓冲结构是通过填充高强度水泥基纤维增强水泥复合材料以形成斜面而形成的，或者将由相同的水泥复合材料模制的块体设置在台阶部分上。高强度水泥基纤维增强水泥复合材料为裂纹分散型，在28天硬化体的拉伸试验中的拉伸应变为1％以上，通过将PVA 短纤维具有以下特征[F1]：纤维强度为1500〜2400Mpa; 纤维直径为50μm以下; 纤维长度为5〜20mm，水泥比（W / C×100）为25％以上的砂浆混合比例（S / C）为3〜 1.5以下（包括0），配合量大于1.0且不大于3体积％。版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2007107186A Floor concrete structure and its construction method 审中-公开
标题翻译：地板混凝土结构及其施工方法
公开(公告)号：JP2007107186A
公开(公告)日：2007-04-26
申请号：JP2005296184
申请日：2005-10-11
申请人： Kajima Corp , Tohoku Univ , Toyota Industries Corp , 国立大学法人東北大学 , 株式会社豊田自動織機 , 鹿島建設株式会社
发明人： OMI TADAHIRO , SHIRAI YASUYUKI , HANAOKA HIDEO , AKATSUKA HIROKI , UCHIDA KEIJI , GOTO SHIGEYUKI , KANDA TETSUSHI , HIBINO AKIRA , MOMOSE HARUMOTO
IPC分类号： E04B5/43 , E04B1/20 , E04G21/02
CPC分类号： E04F15/12
摘要： PROBLEM TO BE SOLVED: To provide a floor concrete structure and its construction method being effective in a building becoming the problem in an air quality such as particularly a semiconductor factory by preventing generation of out-gas by preventing generation of an opening and a crack of a successively jointing part even to generation of a crack by a complex factor such as three of temperature stress by remarkable hardening initial heat of hydration, long-term dry contraction and temperature contraction caused by a temperature drop in dirt floor concrete act on the so-called mass concrete of a large cross section in a dirt floor slab having the large area and the relatively high cross-section in an industrial facility. SOLUTION: A division formed of concrete mutually different in an expansion coefficient is alternately arranged. As one example, this division formed of the concrete mutually different in the expansion coefficient is a division formed of the concrete mutually different in the expansion coefficient being a division formed of concrete without containing an expansion material and a division formed of concrete containing the expansion material. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种地板混凝土结构及其施工方法，在建筑物中有效地成为诸如特别是半导体工厂的空气质量的问题，通过防止产生开口而产生废气，连续接合部分的裂纹甚至通过诸如三个温度应力的复杂因素产生裂纹，通过显着硬化水合初始热量，长期干燥收缩和由于灰尘地板混凝土的温度下降引起的温度收缩在工业设施中具有大面积和相对高的横截面的污垢地板中的大截面的所谓大体积混凝土。解决方案：交替地布置由膨胀系数相互不同的混凝土形成的分隔。作为一个例子，由膨胀系数相互不同的混凝土形成的分割是由不含膨胀材料的混凝土形成的分隔体的膨胀系数相互不同的混凝土形成的分隔体和由含有膨胀材料的混凝土形成的分隔。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2004091259A Cement blend and method for using the same 审中-公开
公开(公告)号：JP2004091259A
公开(公告)日：2004-03-25
申请号：JP2002254768
申请日：2002-08-30
申请人： Asahi Denka Kogyo Kk , Kajima Corp , 旭電化工業株式会社 , 鹿島建設株式会社
发明人： INABA YOHEI , MOMOSE HARUMOTO , KANDA TETSUSHI , KAWAMATA TAIGA , TAKAGI HIROTOSHI
IPC分类号： C04B28/02 , B28B1/00 , C04B24/26 , C04B24/32 , C04B103/30 , C04B103/60
摘要： PROBLEM TO BE SOLVED: To provide a cement blend, which has an excellent low dry-shrinkage property without reduction of air-entraining property and freeze-thaw durability not only under a low temperature condition but also under a comparatively high temperature condition in the summer season or the like.
SOLUTION: The cement blend includes a shrinkage reducing agent, an air-entraining admixture, and cement. The shrinkage reducing agent is a compound expressed by general formula (1): RO(AO)
n H (1) ( wherein, R represents a 4C alkyl group, AO represents a 2 or 3C oxyalkylene group, and n represents a number of 1-20). The surface tension of the supernatant liquid of the cement paste that is obtained by mixing, by mass, 2 parts of the shrinkage reducing agent, 100 parts of normal portland cement, and 55 parts of water is 35-40 mN/m at 25°C.
COPYRIGHT: (C)2004,JPO

9. 发明专利

JP2013043796A Cement material and method of manufacturing cement mass 审中-公开
标题翻译：水泥材料和制造水泥质量的方法
公开(公告)号：JP2013043796A
公开(公告)日：2013-03-04
申请号：JP2011181850
申请日：2011-08-23
申请人： Kajima Corp , 鹿島建設株式会社 , Japan Pile Corp , ジャパンパイル株式会社
发明人： KANDA TETSUSHI , MOMOSE HARUMOTO , SUGA KAZUMASA , IMON MASAKI
IPC分类号： C04B28/02 , B28B1/20 , C04B18/14 , C04B111/56
CPC分类号： Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a cement material capable of forming a higher strength concrete member by centrifugal molding.SOLUTION: A cement material includes a cement constituent containing cement and silica fume, an aggregate containing at least fine aggregate, and water. A unit water volume is 120 kg/mor smaller. The percentage of water to the cement constituent is 16 mass% or lower. The percentage of the fine aggregate in the whole volume of the aggregate is 40% or higher.

10. 发明专利

JP2009275406A Construction state recording method, construction state recording apparatus, and positional information registration apparatus 审中-公开
标题翻译：施工状态记录方法，建筑状态记录装置和位置信息注册装置
公开(公告)号：JP2009275406A
公开(公告)日：2009-11-26
申请号：JP2008127584
申请日：2008-05-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SAI SHIGEHIRO , KANDA TETSUSHI , YOSHIDA TOMOHIRO , MOMOSE HARUMOTO , ASAOKA SHIGERU
IPC分类号： E04G21/00 , G06K17/00
摘要： PROBLEM TO BE SOLVED: To provide a construction state recording method which enables the easy management of information on a construction state associated with a construction location, and a construction state recording apparatus and a positional information registration apparatus for use in the method.
SOLUTION: This construction state recording method for recording the information on the construction state in a building construction process includes: a positional information storage step of storing positional information on a prescribed position in an RFID tag 11 attached to the prescribed position in a building; a data acquisition step of acquiring photographic data in the prescribed position; and a data storage step of acquiring the positional information on the prescribed position from the RFID tag 11 and of storing the photographic data in a prescribed storage means in such a manner that they are associated with the positional information. In the method, since the positional information acquired from the RFID tag 11 is stored in the storage means in such a manner as to be associated with the photographic data, the photographic data associated with the construction location can be easily managed.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种施工状态记录方法，其能够容易地管理与施工位置相关联的施工状态的信息，以及用于该方法的施工状态记录装置和位置信息登记装置。解决方案：用于在建筑施工过程中记录关于施工状态的信息的该施工状态记录方法包括：位置信息存储步骤，将位置信息存储在安装在规定位置的RFID标签11中的规定位置上建造; 数据获取步骤，在所述规定位置获取摄影数据; 以及数据存储步骤，从RFID标签11获取关于规定位置的位置信息，并将摄影数据存储在规定的存储装置中，使得它们与位置信息相关联。在该方法中，由于从RFID标签11获取的位置信息以与拍摄数据相关联的方式存储在存储装置中，因此可以容易地管理与施工位置相关联的拍摄数据。版权所有（C）2010，JPO＆INPIT

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