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1. 发明专利

JP2005213821A Joint structure of steel frame member and joining method 审中-公开
标题翻译：钢框架结构和接合方法
公开(公告)号：JP2005213821A
公开(公告)日：2005-08-11
申请号：JP2004020441
申请日：2004-01-28
申请人： Building Research Institute , Natl Inst For Land & Infrastructure Management Mlit , Taiheiyo Cement Corp , 国土交通省国土技術政策総合研究所長 , 太平洋セメント株式会社 , 独立行政法人建築研究所
发明人： YANG ILSEUNG , NISHIYAMA ISAO , FUKUYAMA HIROSHI , SUWADA HARUHIKO , SHIRAI KAZUYOSHI
IPC分类号： E04B1/58 , C04B14/38 , C04B14/48 , C04B16/06 , C04B18/14 , C04B20/00 , C04B24/26 , C04B28/02
CPC分类号： Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of steel frames which has large rigidity at a joint part and is easily installed, and also to provide a joining method using the same. SOLUTION: In this method, steel frame members are confronted to each other while keeping a space between them, and coupled by steel materials. Thereafter fiber-reinforced concrete having compression strength of 40 N/mm 2 or more and destructive energy of 3 KN/mm or more is preferably filled into the space between the steel frame members and the steel members are integrally formed with the steel frame members. The space between the steel frame members is filled with the fiber-reinforced concrete, so that the joint structure which has large joint strength and excellent strength, rigidity or the like at the joint part is obtained. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种在接头部分具有大刚度并易于安装的钢框架的接合结构，并且还提供使用该结构的接合方法。
解决方案：在这种方法中，钢框架构件彼此面对，同时保持它们之间的空间，并且由钢材耦合。此后，优选将钢框架构件之间的空间填充到压缩强度为40N / mm以上的纤维强度为3NN / mm以上且3KN / mm以上的破坏能量的钢筋混凝土为一体的与钢框架构件形成。钢框架构件之间的空间填充有纤维增强混凝土，从而获得接合部处的接合强度大，强度，刚性等接合结构。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2007032192A Reinforcing structure of building and concrete building containing the reinforcing structure 有权
标题翻译：增强建筑结构和混凝土结构加固结构
公开(公告)号：JP2007032192A
公开(公告)日：2007-02-08
申请号：JP2005220399
申请日：2005-07-29
申请人： Building Research Institute , Taiheiyo Cement Corp , 太平洋セメント株式会社 , 独立行政法人建築研究所
发明人： FUKUYAMA HIROSHI , SUWADA HARUHIKO , SHIRAI KAZUYOSHI
IPC分类号： E04G23/02 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of a building for increasing quake resistance applicable to intermediate and high rise buildings such as apartment housing, having excellent construction efficiency, manufacturable at low cost, and preventing comfortability in and after construction from being lowered. SOLUTION: This reinforcing structure of a building comprises a structural portion having the columns 2 and the beams 3 of a concrete building and reinforcing walls formed on the planes of the building to be reinforced which are surrounded by the structural portions. The reinforcing wall comprises a panel 4 formed of fiber-containing hydraulic composition and a joining parts 5 formed of a fiber-containing hydraulic composition deposited at site in the structural portions having the panel 4, the columns 2, and the beams 4. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种建筑物的增强结构，用于增加适用于诸如公寓房屋的中高层建筑物的抗震性，具有优良的施工效率，可以低成本制造，并且防止施工后和施工后的舒适性被降低解决方案：建筑物的这种加强结构包括具有混凝土建筑物的柱2和梁3的结构部分和形成在被结构部分包围的要被加强的建筑物的平面上的加强壁。加强壁包括由含纤维的水硬性组合物形成的面板4和由具有面板4，列2和光束4的结构部分中现场沉积的含纤维水硬性组合物形成的接合部分5。 >版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2007132132A Reinforcing structure and reinforcing method for concrete structural member 有权
标题翻译：混凝土结构件加固结构和加固方法
公开(公告)号：JP2007132132A
公开(公告)日：2007-05-31
申请号：JP2005327708
申请日：2005-11-11
申请人： Building Research Institute , Horie Kenchiku Kogaku Kenkyusho:Kk , Taiheiyo Cement Corp , 太平洋セメント株式会社 , 株式会社堀江建築工学研究所 , 独立行政法人建築研究所
发明人： FUKUYAMA HIROSHI , OTA TSUTOMU , SHIRAI KAZUYOSHI , KATAGIRI MAKOTO
IPC分类号： E04C5/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure for a concrete building capable of permitting easy execution of the work in a short period of time, offering good appearance of the building after the work, and also achieving effective reinforcement by using small quantity of members and small amounts of materials, which can be applied also to an existing building such as a multiple dwelling house wherein relatively narrow target surfaces to be reinforced are present intermittently.
SOLUTION: A reinforcing structure 1 comprises a panel 6 made of a hydraulic composition containing fibers which is located between a pair of concrete beams and installed oppositely to the plane of a concrete wall 4 with a certain distance held to the face of the concrete wall 4; a joining portion 7 hardened from a grout material which is located between the concrete wall 4 and the panel 6; anchor members 8 embedded through the concrete wall 4 and the joining portion 7; and anchor members 9 embedded through the panels 6 and the joining portion 7.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够在短时间内容易地执行工作的混凝土建筑物的加强结构，在工作之后提供建筑物的良好外观，并且还通过使用小的方式实现有效的加强成员数量少的材料也可以应用于现有建筑物，如多层住宅，其中相对狭窄的待加固目标表面间歇地存在。解决方案：加强结构1包括由含有纤维的水硬性组合物制成的面板6，该纤维位于一对混凝土梁之间并且与混凝土墙4的平面相对地安装，该距离保持一定距离混凝土墙4; 从位于混凝土墙4和面板6之间的灌浆材料硬化的接合部分7; 通过混凝土墙壁4和接合部分7嵌入的锚定构件8; 以及通过面板6和接合部分7嵌入的固定构件9.版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2007132131A Reinforcing structure and reinforcing method for concrete building 有权
标题翻译：混凝土建筑结构和加固方法
公开(公告)号：JP2007132131A
公开(公告)日：2007-05-31
申请号：JP2005327707
申请日：2005-11-11
申请人： Building Research Institute , Horie Kenchiku Kogaku Kenkyusho:Kk , Taiheiyo Cement Corp , 太平洋セメント株式会社 , 株式会社堀江建築工学研究所 , 独立行政法人建築研究所
发明人： FUKUYAMA HIROSHI , OTA TSUTOMU , SHIRAI KAZUYOSHI , KATAGIRI MAKOTO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure for a concrete building capable of permitting easy execution of the work in a short period of time, offering good appearance of the building after the work, and also achieving effective reinforcement by using small quantity of members and small amounts of materials, which can be applied also to an existing building such as a multiple dwelling house wherein relatively narrow target surfaces to be reinforced exist intermittently.
SOLUTION: A reinforcing structure 1 comprises a concrete column 2; a panel 6 made of a hydraulic composition containing fibers arranged oppositely to a surface region at a predetermined distance including a surface extended in a vertical direction of respective building members of a concrete wall 3 and a concrete beam 4; a joint portion made of grout 7 interposed between said surface region and the panel 6; anchors 8 embedded throughout between said building members 2, 3 and 4 and the joint portion; and anchors 9 embedded throughout the panel 6 and the joint portion.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够在短时间内容易地执行工作的混凝土建筑物的加强结构，在工作之后提供建筑物的良好外观，并且还通过使用小的方式实现有效的加强成员数量少，材料量少，可以应用于现有的建筑物，如多层住宅，其中相对狭窄的待加固目标表面间歇性地存在。解决方案：加固结构1包括混凝土柱2; 由水硬性组合物制成的面板6，该水平组合物含有与表面区域相对布置的预定距离布置的纤维，包括在混凝土墙3和混凝土梁4的各个建筑构件的垂直方向上延伸的表面; 由插入在所述表面区域和面板6之间的浆料7制成的接合部分; 嵌入在所述建筑构件2,3和4之间的锚固件8和接合部分; 以及嵌入整个面板6和接头部分中的固定件9。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2010137414A Method for manufacturing cement-based sheet 有权
标题翻译：制造水泥基片材的方法
公开(公告)号：JP2010137414A
公开(公告)日：2010-06-24
申请号：JP2008314666
申请日：2008-12-10
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： SATO MASAMI , SHIRAI KAZUYOSHI
IPC分类号： B28B7/34 , C04B14/06 , C04B14/48 , C04B18/14 , C04B24/26 , C04B28/02
CPC分类号： Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a method for manufacturing a cement-based sheet, capable of being formed to be ultrathin and excellent in high class feeling, stateliness, and shininess. SOLUTION: The method for manufacturing the cement-based sheet includes: the kneading step of obtaining a compound 2 by kneading (A) cement, (B) fine powders having BET specific surface area of 5-25 m 2 /g, (C) a fine aggregate, (D) a water reducing agent, (E) metal fiber, and (F) water; a molding step which casts the compound 2 obtained in the kneading step in a formwork 1 where a material for forming at least a bottom surface is glass or synthetic resin, and performs a molding of the compound 2 by closely attaching the compound 2 cast in the formwork 1 with a face-down formwork 3 having nonwoven fabric 3a so that the nonwoven fabric 3a opposes to the compound 2; the curing step which cures the compound 2 in such a state that the compound 2 in the formwork 1 and the face-down formwork 3 are closely attached, and obtains a hardened body of the compound 2; and the demolding step which obtains the cement-based sheet 4 having a shiny surface 4a by demolding the hardened body of the compound 2 from the formwork 1. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够形成为超薄且优异的高级感，立体感和光泽的水泥基片材的制造方法。水溶性片材的制造方法包括：捏合（A）水泥，（B）BET比表面积为5〜25μmSP 2的细粉末得到化合物2的混炼工序（C）细骨料，（D）减水剂，（E）金属纤维和（F）水; 将在捏合步骤中获得的化合物2浇铸到模板1中的模塑步骤，其中用于形成至少底部表面的材料是玻璃或合成树脂，并且通过紧密地连接铸造在化合物2中的化合物2来进行化合物2的模制具有无纺布3a的面朝下模板3的模板1使得无纺织物3a与化合物2相对; 固化步骤，使得化合物2在模板1和面朝下模板3中的化合物2紧密连接的状态下固化，得到化合物2的硬化体; 和脱模步骤，通过从模板1中将化合物2的硬化体脱模，得到具有光泽表面4a的水泥基片4.版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2006214132A Connection structure of steel members and its formation method 有权
标题翻译：钢结构的连接结构及其形成方法
公开(公告)号：JP2006214132A
公开(公告)日：2006-08-17
申请号：JP2005027088
申请日：2005-02-02
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： SHIRAI KAZUYOSHI , UEDA NOBUTO , KATAGIRI MAKOTO , MURAKAMI KATSUHIDE , KEII MICHIO , HAYASHI HIROYUKI
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a connection structure of steel members and its formation method for facilitating joint work without requiring fixation by a bolt and welding in a joint structure for connecting steel members mutually.
SOLUTION: In this joint structure for connecting an end part of the steel member A with the steel member B, cement, pozzolanic fine particles, quartz particles having average particle diameter of 3 to 20 μm, and concrete 40 containing aggregate having the maximum particle diameter of 2 mm or less, water reducing agent, and water are filled into internal spaces 20, 21 in a joint part of the steel member B, an anchor member 30 protrudes from an end part of the steel member A, and a part including a head part of the anchor member 30 is buried and fixed in the concrete 40 of the steel member B to connect the steel members A and B mutually.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种钢构件的连接结构及其形成方法，用于便于接合工作，而不需要通过螺栓固定和焊接在相互连接钢构件的接合结构中。解决方案：在用于连接钢构件A的端部与钢构件B的接合结构中，水泥，火山灰细颗粒，平均粒径为3至20μm的石英颗粒，以及含有骨架的混凝土40 最大粒径为2mm以下的减水剂和水被填充到钢构件B的接合部的内部空间20,21中，锚构件30从钢构件A的端部突出，并且包括锚固构件30的头部的部分被埋入并固定在钢构件B的混凝土40中，以相互连接钢构件A和B. 版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2009006541A Method for producing cement hardened body 有权
标题翻译：生产水泥硬化体的方法
公开(公告)号：JP2009006541A
公开(公告)日：2009-01-15
申请号：JP2007168621
申请日：2007-06-27
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： SHIRAI KAZUYOSHI , ICHIKAWA KATSUTOSHI , KATAGIRI MAKOTO
IPC分类号： B28B1/14 , B28C5/46 , B28C7/02
摘要： PROBLEM TO BE SOLVED: To provide a method for producing a cement hardened body, capable of significantly improving compressive strength by reducing air quantity to 2% or less in a short time. SOLUTION: The method comprises steps of (A) kneading materials including at least cement and water to prepare a kneaded matter with a flow value of 230 mm or more, which is measured without 15 falling motions according to the method described in "JIS R 5201 (physical testing method of cement) 11. flow test"; (B) defoaming the kneaded matter obtained in the step (A) by stirring under reduced pressure; and (C) supplying the defoamed kneaded matter obtained in the step (B) into a form followed by curing and hardening to thereby obtain a cement hardened body. A defoaming device 1 in the step (B) includes a main body including a cylindrical wall part 2a and a tapered wall part 2b, a lid body mounted with a decompression means 4, and a stirring blade 3 for stirring the kneaded matter 5. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：解决的问题：提供一种水泥硬化体的制造方法，能够在短时间内将空气量减少到2％以下，从而显着提高抗压强度。解决方案：该方法包括以下步骤：（A）捏合至少包含水泥和水的材料，以制备流动值为230mm或更大的捏合物，其根据“ JIS R 5201（水泥物理试验方法）11.流动试验“ （B）通过减压搅拌使得步骤（A）中得到的捏合物消泡; 和（C）将步骤（B）中得到的脱泡混炼物供给到固化硬化后，得到水泥硬化体。步骤（B）中的消泡装置1包括具有圆筒形壁部分2a和锥形壁部分2b的主体，安装有减压装置4的盖体和用于搅拌捏合物5的搅拌叶片3。 P>版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2004323296A Precast step 审中-公开
公开(公告)号：JP2004323296A
公开(公告)日：2004-11-18
申请号：JP2003120212
申请日：2003-04-24
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： UEDA NOBUTO , SHIRAI KAZUYOSHI
IPC分类号： C04B28/02 , C04B20/00 , C04B24/26
摘要： PROBLEM TO BE SOLVED: To provide a precast step that is easily manufactured and is excellent in durability.
SOLUTION: This precast step is composed of at least cement, pozzolana impalpable powder, a fine aggregate with a particle size of 2 mm or less, a water reducing agent and a cured blend containing water. The precast step may contain inorganic particles the Blain specific surface area of which is 2,500-30,000 cm
2 /g and is larger than that of the cement in the formulation. The inorganic particle is constituted from an inorganic particle A with the Blain specific surface area of 5,000-30,000 cm
2 /g and an inorganic particle B with the blain specific surface area of 2,500-5,000 cm
2 /g. The precast step can contain one or more fibers selected from the group consisting of a metal fiber, an organic fiber and a carbon fiber.
COPYRIGHT: (C)2005,JPO&NCIPI

9. 发明专利

JP2007314936A Structure and method for reinforcing concrete building 有权
标题翻译：用于加固混凝土建筑的结构和方法
公开(公告)号：JP2007314936A
公开(公告)日：2007-12-06
申请号：JP2006142252
申请日：2006-05-23
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： SHIRAI KAZUYOSHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a structure for reinforcing a concrete building for enhancing earthquake resistance, which can also be applied to a mid-to-high-rise building such as an apartment house, and which can be easily and inexpensively constructed by means of a small amount of material in a short period of time. SOLUTION: This reinforcing structure comprises an existing building structure section which includes concrete columns 2 and 2 and concrete beams 3 and 3, and a vertically-elongated reinforcing wall which is formed on a surface to be reinforced, surrounded by the building structure section. The reinforcing wall comprises a panel 4 which is composed of a hardened body of a hydraulic composition containing a fiber, and a joint. The joint comprises a joint portion 5 which is composed of a hardened body of a hydraulic composition not containing a fiber, and an anchor member 6 which is embedded from the panel 4 to the building structure section in such a manner as to pass through the joint portion 5. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于加强混凝土建筑物以增强耐震性的结构，其也可以应用于诸如公寓的中高层建筑物，并且可以容易且廉价地通过少量材料在短时间内构建。解决方案：该加固结构包括现有的建筑结构部分，其包括混凝土柱2和2以及混凝土梁3和3，以及垂直细长的加强壁，其形成在待加强的表面上，被建筑结构包围部分。加强壁包括由包含纤维的水硬性组合物的硬化体和接头构成的面板4。接头包括由不含纤维的水硬性组合物的硬化体构成的接合部5和从面板4嵌入建筑结构部的锚固构件6，以使其通过接头第5部分。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2001206761A HIGH-EARLY-STRENGTH TYPE WATER-PERMEABLE SITE CONCRETE AND PAVEMENT OF ROADWAY 失效
公开(公告)号：JP2001206761A
公开(公告)日：2001-07-31
申请号：JP2000014287
申请日：2000-01-24
申请人： TAIHEIYO CEMENT CORP
发明人： KAJIO SATOSHI , OGURA NOBUKI , ICHIKAWA KATSUTOSHI , SHIRAI KAZUYOSHI , SHIMOYAMA YOSHIHIDE
IPC分类号： E01C7/14 , C04B18/08 , C04B18/14 , C04B22/06 , C04B22/08 , C04B22/14 , C04B28/04 , C04B28/08 , C04B103/30 , C04B111/00
摘要： PROBLEM TO BE SOLVED: To provide water-permeable site concrete expressing 4.5 N/mm2 or higher flexural strength at one day of age according to the material test regulation and having 0.1 cm/second or larger coefficient of water-permeability. SOLUTION: This water-permeable concrete is obtained from the kneaded material which has the composition consisting of coarse aggregate and paste or mortar of 30-80% volume ratio based on the volume of the coarse aggregate and is used for paving a roadway at site. The paste or mortar contains 100 parts weight cement or powdery mixture containing cement, 0-140 parts weight fine aggregate, 3-15 parts weight clinker-pulverized material, 0.1-5.0 parts weight gypsum, 0.4-2.2 parts weight water reducing agent and 16-29 parts weight water. The clinker-pulverized material consists of one or more compositions selected from among 3CaO.SiO2-2CaO.SiO2-CaO-gap filling material system clinker composition, 3CaO.SiO2-CaO-gap filling material system clinker composition, 2CaO.SiO2-CaO-gap filling material system clinker composition and CaO- gap filling material system clinker composition and contains 50-92 wt.% CaO crystal.

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