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1. 发明专利

JPH08170433A METHOD FOR BUILDING CONCRETE STRUCTURE 失效
公开(公告)号：JPH08170433A
公开(公告)日：1996-07-02
申请号：JP14161592
申请日：1992-06-02
申请人： JAPAN ATOMIC ENERGY RES INST , HAZAMA GUMI , KOBE STEEL LTD
发明人： OOKAWA YOSHINAO , AKUTSU YOICHI , HORIUCHI MAKOTO , KARATSU TOSHIICHI
IPC分类号： E04B1/58 , E04B2/84 , E04C5/18 , E04G21/12
摘要： PURPOSE: To arrange reinforcements prior to concrete placing so that connections made by joints, and the crossing portions of vertical and horizontal reinforcements can be surely insulated and to place concrete thereafter. CONSTITUTION: Screw knot reinforcements 1 coated with an epoxy resin are axially connected together using joints 2 to align vertical reinforcements 5, and other screw knot reinforcements 1 similarly coated with an epoxy resin are aligned as horizontal reinforcements 6. An epoxy resin filler 4 is packed into the joints 2 from filler injection holes 3 by a pump at an injection pressure of 5kg/cm , and spacers made of an insulating resin are placed between both reinforcements of the crossing portions 7 of the vertical 5 and horizontal 6 reinforcements while the epoxy resin filler 4 is injected into the crossing portions. After the epoxy resin filler 4 in the joints 2 and the crossing portions 7 is set, concrete 8 is placed and formed into a concrete structure.

2. 发明专利

JPS6322949A REINFORCED CONCRETE STRUCTURE 失效
公开(公告)号：JPS6322949A
公开(公告)日：1988-01-30
申请号：JP16649086
申请日：1986-07-14
申请人： KOBE STEEL LTD
发明人： NAGAI YOSHINORI , YAMADA HIROSHI , KARATSU TOSHIICHI
IPC分类号： E04B1/16 , E04C3/20

3. 发明专利

JPH09195128A METALLIC SHORT FIBER FOR REINFORCING 失效
公开(公告)号：JPH09195128A
公开(公告)日：1997-07-29
申请号：JP412096
申请日：1996-01-12
申请人： KOBE STEEL LTD
发明人： KARATSU TOSHIICHI , YAMADA HIROSHI , SAKANAKA KIMIFUMI , YOSHIKAWA YUICHI , YAMADA AKITOSHI , TANAKA KATSUMASA , FUJIOKA KAZUAKI
IPC分类号： C04B14/48 , D01F9/08
摘要： PROBLEM TO BE SOLVED: To obtain a reinforcing metallic short fiber having reinforcing effect on and dispersibility in matrix of concrete, etc., superior to a conventional reinforcing metallic short fiber. SOLUTION: This reinforcing metallic short fiber 1 has protruding knots 2 at a specified interval p, and is =1.0.

4. 发明专利

JPS61250241A CONNECTION OF PRECAST PRESTRESSED CONCRETE BEAM AND RINFORCED CONCRETE PILLAR 失效
公开(公告)号：JPS61250241A
公开(公告)日：1986-11-07
申请号：JP9048085
申请日：1985-04-26
申请人： KOBE STEEL LTD
发明人： TANI YOSHIO , YAMADA HIROSHI , KARATSU TOSHIICHI
IPC分类号： E04B1/22 , E04B1/20

5. 发明专利

JP2007191854A Load bearing frame 有权
标题翻译：负载轴承框架
公开(公告)号：JP2007191854A
公开(公告)日：2007-08-02
申请号：JP2006008217
申请日：2006-01-17
申请人： Kobe Steel Ltd , 株式会社神戸製鋼所
发明人： NAKAGAWA TOMOKAZU , HATANAKA TADAO , KARATSU TOSHIICHI , HIURA YORIO , TAMADA TETSUO , MORII TAKESHI , SUGA TAKEO , WATANABE FUMIO
IPC分类号： E04B2/56 , E04C2/38
CPC分类号： E04B1/24 , E04B2001/2415 , E04B2001/2454 , E04B2001/2496
摘要： PROBLEM TO BE SOLVED: To provide a load bearing frame with high deformability, which suppresses the occurrence of the buckling of a diagonal member and the destruction of a connection part.
SOLUTION: This load bearing frame 1 comprises two column materials 2 and 3, two frame materials 4 and 5, and four diagonal members 6-9. A connecting point 41 between the column material 3 and the frame material 4, and a connecting point 43 between the column material 3 and the diagonal member 6 arranged in an uppermost position are brought away from each other by a distance L1. A connecting point 48 between the column material 3 and the frame material 5, and a connecting point 47 between the column material 3 and the diagonal member 9 arranged in a lowermost position are brought away from each other by a distance L2.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有高变形能力的承载框架，其抑制对角构件的弯曲的发生和连接部件的破坏。解决方案：该承载架1包括两个柱材料2和3，两个框架材料4和5以及四个对角构件6-9。柱材料3和框架材料4之间的连接点41和布置在最上位置的柱材料3和对角构件6之间的连接点43彼此远离距离L1。柱材料3和框架材料5之间的连接点48和布置在最低位置的柱材料3和对角构件9之间的连接点47彼此远离距离L2。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JPS6255362A REINFORCEMENT OF OPENING PART OF REINFORCED CONCRETE STRUCTURE 失效
公开(公告)号：JPS6255362A
公开(公告)日：1987-03-11
申请号：JP19427385
申请日：1985-09-02
申请人： KOBE STEEL LTD
发明人： NAGAI YOSHINORI , YAMADA HIROSHI , KARATSU TOSHIICHI
IPC分类号： E04C5/00 , E04F17/08

7. 发明专利

JPH02140348A IRON REINFORCEMENT UNIT AND ARRANGED REINFORCEMENT CONSTRUCTION METHOD 失效
公开(公告)号：JPH02140348A
公开(公告)日：1990-05-30
申请号：JP29300488
申请日：1988-11-18
申请人： TAISEI CORP , KOBE STEEL LTD
发明人： KADOTA FUMIO , TSUNODA OSAMU , HANADA SEIJI , KARATSU TOSHIICHI , NAGAI YOSHINORI
IPC分类号： E04C5/06 , E04G21/12
摘要： PURPOSE:To improve workability and economize construction cost by assembling a longitudinal reinforcement unit by integrally forming a plurality of inside and outside longitudinal reinforcements and iron reinforcement supporting bodies and assembling a lateral reinforcement unit similarly. CONSTITUTION:A plurality of iron reinforcement supporting frame bodies 2 which cross with each longitudinal reinforcement 1 are arranged in parallel to the longitudinal reinforcement axis direction between a plurality of inside longitudinal reinforcement 1 arranged in parallel to the inside part in the reinforcement arrangement position and a plurality of outside longitudinal reinforcement arranged in parallel to the outside part in the reinforcement arrangement position. Then, the longitudinal reinforcements 1 are connected with each other with the degree of freedom in the longitudinal reinforcement axis direction and the radial direction, and a longitudinal reinforcement unit A is assembled. Then, a lateral reinforcement unit B is assembled similarly from a plurality of lateral reinforcements 6 and iron reinforcement supporting body 4. The longitudinal reinforcement units A are continuously arranged in the lateral and vetical directions at the reinforcement arrangement position, and the longitudinal reinforcement unit A and the lateral reinforcement unit B are connected by crossing- arranging the lateral reinforcement 6 of the lateral reinforcement unit B and the longitudinal reinforcement 1 of the longitudinal reinforcement unit A.

8. 发明专利

JPS5792268A MOUNTING OF ASSEMBLY STEEL BAR MEMBER 失效
公开(公告)号：JPS5792268A
公开(公告)日：1982-06-08
申请号：JP16991680
申请日：1980-11-29
申请人： KOBE STEEL LTD
发明人： ITOU FUJIO , KARATSU TOSHIICHI
IPC分类号： E04G21/12

9. 发明专利

JPS5766275A Construction of steel fram reinforced concrete post and beam 失效
标题翻译：钢筋混凝土柱和梁的构造
公开(公告)号：JPS5766275A
公开(公告)日：1982-04-22
申请号：JP14024980
申请日：1980-10-06
申请人： Kobe Steel Ltd
发明人： KARATSU TOSHIICHI
IPC分类号： E04G21/12

10. 发明专利

JP2007023703A Joining structure of steel frame member, joining method used for the same and steel framed building 审中-公开
标题翻译：钢框架构件的接合结构，用于该框架构件的接合方法
公开(公告)号：JP2007023703A
公开(公告)日：2007-02-01
申请号：JP2005210810
申请日：2005-07-21
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Kobe Steel Ltd , Nippon Steel Corp , Nisshin Steel Co Ltd , Sumitomo Metal Ind Ltd , 住友金属工業株式会社 , 新日本製鐵株式会社 , 日新製鋼株式会社 , 株式会社神戸製鋼所
发明人： KAWAI YOSHIMICHI , KARATSU TOSHIICHI , OWADA SATORU , SHIMIZU HIDEO , WATANABE TSUTOMU
IPC分类号： E04B1/58 , E04B1/24 , F16B1/02 , F16B25/10
摘要： PROBLEM TO BE SOLVED: To provide a joining structure of steel frame members, and a joining method used for the same.
SOLUTION: The joining structure of the steel frame members is used at a joining part of a column and a beam, a joining part of the column and a column or the beam and a beam or a joining part of the beam and a small beam or the like of the steel frame member. At least one member to be joined has a plate thickness of 2.3 mm or more in two members to be joined which are overlapped and joined, and a hole is formed by a drill blade of a drill screw 1, and the other member which is tapped by a screw part of the drill screw and is overlapped on the one member and the drill screw are fixed by pressure so as to be an integrated joining part.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供钢框架构件的接合结构以及用于其的接合方法。钢框架构件的接合结构用于柱和梁的接合部分，柱的接合部分和柱或梁，梁的梁或接合部分和钢框架构件的小梁等。待接合的至少一个构件在两个重叠接合的构件中具有2.3mm或更大的板厚度，并且由钻头螺钉1的钻刀形成孔，而另一个被敲击的构件通过钻螺丝的螺钉部分重叠在一个构件上，并且钻螺钉通过压力固定成一体的接合部分。版权所有（C）2007，JPO＆INPIT

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