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1. 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

2. 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

3. 发明专利

JP2008002099A Placing joint method for cement composition 有权
标题翻译：配置水泥组合物的接头方法
公开(公告)号：JP2008002099A
公开(公告)日：2008-01-10
申请号：JP2006170717
申请日：2006-06-20
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： OBATA HIROYUKI , KATAGIRI MAKOTO
IPC分类号： E04G21/02 , C04B14/38 , C04B14/48 , C04B16/06 , C04B18/14 , C04B24/26 , C04B28/02
CPC分类号： Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a placing joint method for a cement composition, which enables a new cement composition to be easily placed-jointed to a hardened body 2 of an existing cement composition in a short period of time, and which can impart high bond strength to a placing joint between the two cement compositions. SOLUTION: This placing joint method for the cement composition comprises: a step (A) of obtaining the hardened body 2 of the cement composition to be placing-jointed, which has a placing joint surface with a surface roughness (Ry) of 600 μm or less and which has a compression strength of 100 N/mm 2 or more; a step (B) of applying a water-based polymer dispersion liquid 3 to the placing joint surface of the hardened body of the cement composition to be placing-jointed; and a step (C) of placing the cement composition 4 for placing joint onto the placing joint surface of the hardened body 2 of the cement composition to be placing-jointed, after the completion of the step (B). COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种水泥组合物的放置接合方法，其使得新的水泥组合物能够在短时间内容易地与现有水泥组合物的硬化体2放置接合，并且其中可以赋予两种水泥组合物之间的放置接头高粘结强度。解决方案：该水泥组合物的放置接合方法包括：获得要放置接合的水泥组合物的硬化体2的步骤（A），其具有表面粗糙度（Ry）为 600μm以下，压缩强度为100N / mm 2以上; 将水性聚合物分散液3施加到要配置的水泥组合物的硬化体的配置接合面的工序（B）; 和步骤（C），在步骤（B）完成之后，将用于放置接合部的水泥组合物4放置在待配置的水泥组合物的硬化体2的放置接合面上。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2005076416A Repair plate and construction method using the same 审中-公开
标题翻译：修理板和使用它的构造方法
公开(公告)号：JP2005076416A
公开(公告)日：2005-03-24
申请号：JP2003311898
申请日：2003-09-03
申请人： Nippon Concrete Ind Co Ltd , Taiheiyo Cement Corp , 太平洋セメント株式会社 , 日本コンクリート工業株式会社
发明人： TSUCHIDA SHINJI , MATSUO HISAYUKI , ONO YOSHIHIRO , HIRAYAMA TATSURO , KATAGIRI MAKOTO
IPC分类号： E02B3/06 , E04G23/02 , E21D11/00 , E21D11/04
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a repair plate having reduced thickness and weight and sufficient strength and allowing easy joint matching.
SOLUTION: The repair plate 10 comprises internal reinforcing bars 12 arranged in a repair plate body 11 and back reinforcing bars 13 arranged along the back of the repair plate body 11 integrally with the internal reinforcing bars 12. The ends of the back reinforcing bars 13 protrude from the edges of the repair plate body 11. When the edges of the plurality of repair plates 10 abut on each other, the ends of the back reinforcing bars 13 get into the back of the other repair plate body 11 and the edges are positioned with each other.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供具有减小的厚度和重量以及足够的强度并允许容易的接合匹配的修补板。解决方案：修理板10包括布置在修复板主体11中的内部加强筋12和沿着修补板主体11的后部与内部加强杆12一体布置的后部钢筋13.后部加强件的端部杆13从修补板主体11的边缘突出。当多个修补板10的边缘彼此抵接时，后部钢筋13的端部进入另一个修补板主体11的后部，并且边缘彼此定位。版权所有（C）2005，JPO＆NCIPI

5. 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

6. 发明专利

JP2008190117A Board for buried form 有权
标题翻译：公司董事会
公开(公告)号：JP2008190117A
公开(公告)日：2008-08-21
申请号：JP2007022111
申请日：2007-01-31
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： OBATA HIROYUKI , KATAGIRI MAKOTO
IPC分类号： E04B2/86
摘要： PROBLEM TO BE SOLVED: To provide an easily manufacturable board for a buried form, which hardly causes a breakage of a protruding portion or a recessed portion, provided on one side, which is excellent in shear strength and adhesion to post-cast concrete, and which has high durability and high mechanical strength.
SOLUTION: This board 1 for the buried form is composed of a cementitious hardened body. (i) A plurality of protruding parts 3 with a height of 3 mm or more (or a plurality of recessed parts with a depth of 3 mm or more) are almost uniformly provided throughout one side 4 of the board 1; (ii) a cross-sectional area of the protruding part 3 at the height of 3 mm (or of the recessed part at the depth of 3 mm) is set to be in the range of 10-80% based on a projected area of the one side 4 with the protruding part 3 (or the recessed part); and (iii) an area ratio (S
1 /S
2 ) between the whole superficial area (S
1 ) of the one side with the protruding part 3 (or the recessed part), and a projected area (S
2 ) of the one side 4 with the protruding part 3 (or the recessed part) is set to be in the range of 1.2-7.0.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种容易制造的掩埋形式的板，其几乎不会导致设置在一侧的突出部分或凹部的断裂，其剪切强度和对后铸造的粘附性优异混凝土，耐久性高，机械强度高。
解决方案：埋地形式的板1由水泥硬化体组成。（i）高度3mm以上的多个突出部3（或多个深度为3mm以上的凹部）几乎均匀地设置在基板1的一侧4上; （ii）突出部3在3mm的高度（或深度为3mm的凹部）处的横截面面积设定在10-80％的范围内，基于投影面积一侧4具有突出部3（或凹部）; 和（iii）一侧的整个表面积（S 1 ）之间的面积比（S 1 / S 2 ）与突出部3（或凹部）和突出部3（或凹部）的一侧4的突出面积（S 2 ）设定在1.2 -7.0。版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2008137823A Metallic fiber for reinforcing cement hardened body and cement hardened body 有权
标题翻译：金属纤维增强水泥硬化体和水泥硬化体
公开(公告)号：JP2008137823A
公开(公告)日：2008-06-19
申请号：JP2006323584
申请日：2006-11-30
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： KATAGIRI MAKOTO , UEDA NOBUTO
IPC分类号： C04B14/48 , C04B28/02 , D06M11/79 , D06M101/00
CPC分类号： C04B28/02 , C04B14/48 , C04B20/0008
摘要： PROBLEM TO BE SOLVED: To provide a metallic fiber for reinforcing cement hardened body which is used for reinforcing a cement hardened body (particularly having high strength of ≥100 MPa compressive strength), can be easily and uniformly deipersed in a short period of time without being entangled with each other in kneading, has sufficient adhesiveness to a base material and can improve toughness and further mechanical strength such as bending strength of the cement hardened body.
SOLUTION: As for the metallic fiber 1, its diameter is ≤0.3 mm, its tensile strength is 1.0-3.5 GPa and its shape is made spiral. The spiral shape is defined so that it has a cycle B >1.0 time and ≤5.0 times the fiber length and has an amplitude A 0.5-3.0 times the fiber diameter. The aspect ratio of the metallic fiber 1 is 20-200.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供用于增强水泥硬化体（特别是具有≥100MPa抗压强度的高强度）的用于增强水泥硬化体的金属纤维，可以在短时间内容易地和均匀地脱落的时间，而不会在捏合中彼此缠结，对基材具有足够的粘附性，并且可以改善水泥硬化体的韧性和进一步的机械强度，例如弯曲强度。
解决方案：金属纤维1的直径≤0.3mm，拉伸强度为1.0-3.5GPa，形状为螺旋形。螺旋形状被定义为使得其具有循环B> 1.0倍和纤维长度的≤5.0倍，并且具有纤维直径的0.5-3.0倍的振幅A。金属纤维1的纵横比为20-200。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2005023613A Composite concrete structure 有权
标题翻译：复合混凝土结构
公开(公告)号：JP2005023613A
公开(公告)日：2005-01-27
申请号：JP2003188937
申请日：2003-06-30
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： HYODO HIKOJI , KATAGIRI MAKOTO , KAWAGUCHI TETSUO , NIWA JUNICHIRO
IPC分类号： E01D1/00 , C04B14/38 , C04B14/48 , C04B20/00 , C04B20/02 , C04B24/26 , E01D2/00 , E01D101/00 , E04C3/26 , E04C3/29 , E04C5/07
摘要： PROBLEM TO BE SOLVED: To provide a composite concrete structure which is high in strength and light in weight. SOLUTION: The composite concrete structure is characterized by having structural members formed of high-strength fiber-reinforced concrete, and for example, it is a composite prestress concrete structure which is constructed by combining, in one body, a prestress structural portion formed of normal concrete, with a structural member such as a web 11 formed of the high-strength fiber-reinforced concrete. Preferably it is the composite prestress concrete structure which is constructed by arranging a plurality of web panels side by side and defining openings between the web panels. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供强度高，重量轻的复合混凝土结构。解决方案：复合混凝土结构的特征在于具有由高强度纤维增强混凝土构成的结构构件，例如，它是一种复合预应力混凝土结构，其通过在一体中组合预应力结构部分由普通混凝土形成，具有由高强度纤维增强混凝土形成的纤维网11的结构构件。优选地，复合预应力混凝土结构是通过并排设置多个腹板并在腹板之间限定开口而构成的。版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2004168577A Method of manufacturing explosion resistant high strength cement hardened body 有权
公开(公告)号：JP2004168577A
公开(公告)日：2004-06-17
申请号：JP2002334668
申请日：2002-11-19
申请人： Taiheiyo Cement Corp , 太平洋セメント株式会社
发明人： MORI DAISUKE , KATAGIRI MAKOTO
IPC分类号： C04B28/02 , C04B20/00 , C04B111/28
摘要： PROBLEM TO BE SOLVED: To provide a manufacturing method capable of manufacturing a high strength cement hardened body in which the construction work in placing is easily and rapidly carried out and the explosion fracture of the high strength cement hardened body caused by heat in fire is improved (prevented from the explosion fracture) in the high strength cement hardened body having a compressive strength exceeding 105 MPa.
SOLUTION: The explosion resistant high strength cement hardened body is manufactured by kneading, forming and setting a compound containing 100 pts.mass cement particle having 2,500-5,000 cm
2 /g Blaine specific surface area, 10-40 pts.mass fine particle having 5-25 cm
2 /g BET specific surface area, 10-50 pts.mass inorganic particle A having 5,000-30,000 cm
2 /g Blaine specific surface area, 5-35 pts.mass inorganic particle B having 2,500-5,000 cm
2 /g Blaine specific surface area, a water reducing agent, water and organic fibers each having different length.
COPYRIGHT: (C)2004,JPO

10. 发明专利

JP2008280782A Method of reforming japanese style toilet to western style toilet, and high-strength composite concrete plate 有权
标题翻译：将日本风格洗手间改造为西式风格的厕所和高强度复合混凝土板的方法
公开(公告)号：JP2008280782A
公开(公告)日：2008-11-20
申请号：JP2007126892
申请日：2007-05-11
申请人： Inax Corp , Inax Engineering:Kk , Nippon Concrete Kk , Taiheiyo Cement Corp , 太平洋セメント株式会社 , 日本コンクリート株式会社 , 株式会社Inax , 株式会社Inaxエンジニアリング
发明人： MIZUNO YASUHIRO , MORISHIMA KAZUHIRO , YAMASHITA KIMIMASA , HAYASHI MASATO , KATAGIRI MAKOTO , KAWAGUCHI TETSUO , ONO TAKESHI , YAMADA JUNICHI , HIRAMATSU NOBUO , FUKUOKA SHIGERU , MORITA YUJI , TATEOKA HIROSHI
IPC分类号： E03D11/00 , E03D11/16 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a method of reforming a Japanese style toilet to a Western style toilet, which is carried out by removing an upper portion of a Japanese style toilet bowl to form a new floor surface, and setting a Western style toilet bowl on the new floor surface, wherein the method achieves prevention of breakage or slipout of the Japanese style toilet bowl, and facilitates reforming work.
SOLUTION: According to the method, only a front cover 13 of the Japanese style toilet bowl 10 is removed, and a drain pipe 21 is erected so as to communicate with a drain port 11 of the Japanese style toilet bowl 10. Next, a lid member 22 is fitted into an upper area of the Japanese style toilet bowl 10, and a high-strength composite concrete plate 23 which is obtained by bonding a metallic plate 23b such as a stainless steel plate to one surface of a concrete plate 23a reinforced by containing fibers therein, is laid on an upper side, and level adjustment is achieved by using bolts 24. Further a self-hardening material 26 is fed on the periphery of the high-strength composite concrete plate 23 and leveled. After the hardening, the Western style toilet bowl 30 is set on the composite concrete plate.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种将日式马桶改造成西式马桶的方法，该方法是通过去除日式马桶的上部以形成新的地板表面，并设置西式在新的地板表面上设置有方便的马桶，其中该方法可以防止日式马桶的破损或滑落，并且促进改造工作。解决方案：根据该方法，只有日式马桶10的前盖13被拆除，排水管21竖立成与日式马桶10的排水口11连通。下一步在日本式马桶10的上部装配有盖部件22，将高强度复合混凝土板23通过将不锈钢板等金属板23b与混凝土板的一个表面通过在其上方放置纤维而被加强，并且通过使用螺栓24进行水平调节。此外，在高强度复合混凝土板23的周边上供给自硬化材料26，并进行平整。硬化后，将西式马桶30安装在复合混凝土板上。版权所有（C）2009，JPO＆INPIT

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