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61. 发明专利

JPS61246470A BUILDING METHOD 失效
公开(公告)号：JPS61246470A
公开(公告)日：1986-11-01
申请号：JP8618785
申请日：1985-04-22
申请人： KAJIMA CORP
发明人： FUJII NOBORU , ABE ICHIRO , HIMI KEIJI , OGIWARA YUKIMASA
IPC分类号： E04G11/02 , E04B1/16

62. 发明专利

JPS59114370A Build-up replacing construction of large mold frame 失效
标题翻译：大型模具框架的建筑更换构造
公开(公告)号：JPS59114370A
公开(公告)日：1984-07-02
申请号：JP22158482
申请日：1982-12-17
申请人： Kajima Corp
发明人： ABE ICHIROU , OGIWARA YUKIMASA
IPC分类号： E04G11/36 , E04B1/35

63. 发明专利

JPS5555773A METHOD OF PRESSURE WELDING BY GAS IN PREVIOUS ASSEMBLY OF REINFORCING IRON MEMBERS 失效
公开(公告)号：JPS5555773A
公开(公告)日：1980-04-23
申请号：JP12867678
申请日：1978-10-20
申请人： KAJIMA CORP , TOKYO GAS ATSUSETSU KK
发明人： IKEDA FUMIAKI , KAMIYOSHIHARA TAKAYUKI , TANAKA SHIYUUICHI , OONISHI KOUHEI , KANEKO HIROSHI , OGIWARA YUKIMASA
IPC分类号： E04G21/12 , B23K20/00

64. 发明专利

JPS5552469A METHOD OF COUPLING REINFORCING IRON MEMBERS OF REINFORCED CONCRETE STRUCTURE 失效
公开(公告)号：JPS5552469A
公开(公告)日：1980-04-16
申请号：JP12322278
申请日：1978-10-06
申请人： KAJIMA CORP
发明人： KANEKO HIROSHI , SAITOU MINORU , OGIWARA YUKIMASA , OONISHI KOUHEI
IPC分类号： E04G21/12 , B23K20/00

65. 发明专利

JP2008101419A Connection between steel pipe column and flat slab 有权
标题翻译：钢管和平板之间的连接
公开(公告)号：JP2008101419A
公开(公告)日：2008-05-01
申请号：JP2006285869
申请日：2006-10-20
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUKUMOTO TOSHIYUKI , TANAKA SHUNPEI , TANAKA NAOKI , KUBOTA ATSUSHI , SAWAMOTO YOSHIKAZU , TAKEI KOJIRO , OGIWARA YUKIMASA , FUJIMURA HIROSHI , YOSHIGAI SHIGERU , TAKI MASAYA , TSUKAMOTO KIYOSHI
IPC分类号： E04B1/30 , E04B5/43
摘要： PROBLEM TO BE SOLVED: To provide a connection between a steel pipe column and a flat slab, which is constructed by penetrating the steel pipe column into the flat slab having an almost even thickness over the entire area, wherein the amount of steel products necessary for reinforcing an area around the steel pipe column can be reduced, to thereby enhance pipe arrangement efficiency around the steel pipe column.
SOLUTION: According to the structure of the connection, shear reinforcements 2 are projected from a peripheral surface of the steel pipe column 1 in parallel with slab reinforcements 4 in the range of the thickness of the flat slab 3 to be connected to the steel pipe column 1, and then anchored into the flat slab 3. If necessary, strengthening reinforcements 5 each having an upper edge reinforcement 51 and a lower edge reinforcement 52 are arranged in the flat slab 3 around the steel pipe column 1.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢管柱和平板坯之间的连接，其通过将钢管柱贯穿整个区域具有几乎均匀的厚度的平板坯而构成，其中钢的量可以减少对钢管柱附近的区域进行加固的产品，从而提高钢管柱周围的配管效率。解决方案：根据连接结构，剪切加强件2从钢管柱1的圆周表面平行于板坯加强件4在平板3的厚度范围内突出以连接到钢管柱1，然后固定在平板坯3中。如果需要，在钢管柱1周围的平板坯3中设置有具有上边缘加强件51和下边缘加强件52的加强筋5。版权所有（C）2008，JPO＆INPIT

66. 发明专利

JP2006063564A Column-beam joining part structure of steel frame structure 有权
标题翻译：钢框架结构的柱梁加工部分结构
公开(公告)号：JP2006063564A
公开(公告)日：2006-03-09
申请号：JP2004245049
申请日：2004-08-25
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUKUMOTO TOSHIYUKI , OGIWARA YUKIMASA , FUJIMURA HIROSHI , TSUKAMOTO KIYOSHI , OTSUKA KATSUMI , TAKI MASAYA , MIYASAKA TATSU , KUBOTA ATSUSHI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a column-beam joining part structure of a steel frame structure, for enhancing efficiency of a joint, by providing bolt arrangement for uniformly sharing stress between a column and a beam by respective joining bolts.
SOLUTION: The beam 2 composed of H shape steel is joined to the column 1 composed of a square steel pipe via a plurality of joining hardware 3. The joining hardware 3 projects a tee flange 3a on a flange 1a of the column 1 in a side surface part of the column 1 by a plurality of high strength bolts 4
1 and 4
2 . The beam 2 respectively welds and joins an end part of upper and lower flanges 2a and 2a to a tee web 3b of the joining hardware 3. The high strength bolts 4
1 and 4
2 are arranged in two stages in the direction perpendicular to the axis of the respective columns 1 on the upper side and the lower side of the tee web 3b. The respective high strength bolts 4
1 and 4
2 of a first stage and a second stage are arranged in a position becoming h
1 2 , and s
1 > s
2 when a distance from the tee web 3b of the joining hardware 3 is respectively set to h
1 and h
2 , and a distance from a web 1b of the column 1 is respectively set to s
1 and s
2 .
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种用于提高接头效率的钢框架结构的柱梁接合部分结构，通过提供用于通过相应的接合螺栓使塔和梁之间的应力均匀分布的螺栓布置。解决方案：由H型钢构成的梁2通过多个接合五金件3与由正方形钢管构成的柱1接合。接合五金件3将三通法兰3a突出在列1的凸缘1a上在多个高强度螺栓4＆lt; SB＆gt;和＆lt; SB＆gt; 2＆gt;之间的塔1的侧面部分中。梁2分别焊接并将上凸缘2a和下凸缘2a的端部连接到连接硬件3的三通网3b上。高强度螺栓4＆lt; SB＆gt;和＆lt; 2＆gt; 2＆ SB>在发条网3b的上侧和下侧沿垂直于相应列1的轴线的方向分成两级。第一阶段和第二阶段的相应的高强度螺栓4＆lt; SB＆gt; 1＆gt;和＆lt; SB＆gt; 2＆lt; / SB＆gt;被排列成h <1> 1时，SB> 2 和s 1 > s 2 和h 2 ，并且与柱1的纤维网1b的距离分别设定为s 1 和s 2 。版权所有（C）2006，JPO＆NCIPI

67. 发明专利

JP2005232851A PCa BOARD FOR FLOOR, HYBRID FLOOR STRUCTURE AND CONSTRUCTION METHOD FOR BUILDING 审中-公开
标题翻译：地板板，混合地板结构和建筑施工方法
公开(公告)号：JP2005232851A
公开(公告)日：2005-09-02
申请号：JP2004044468
申请日：2004-02-20
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MIYASAKA TATSU , OGIWARA YUKIMASA , FUKUMOTO TOSHIYUKI , ASAOKA SHIGERU , YAJIMA KAZUMI , YOSHIGAI SHIGERU , MIZUTANI AKIRA , ISHII TAKESHI , TSURUYA IWAO , KAMIOKA OSAMU , OWADA ATSUSHI , SASAKI KATSUYASU , OKAYASU TAKASHI
IPC分类号： E04B5/02
摘要： PROBLEM TO BE SOLVED: To provide a PCa board for a floor capable of lightening a floor slab, improving the rigidity of the floor slab, shortening the term of works and reducing a cost or the like, a hybrid floor structure and a construction method for the hybrid floor structure.
SOLUTION: A plurality of the PCa boards 2 for the floor are stretched among a plurality of steel-framed beams 1 and 1 arranged at every regular interval in the axial direction of the steel-framed beams 1. A plurality of steel plates 3 for the floor are stretched among the PCa boards 2 and 2 for the floor mutually adjacently in the axial rectangular direction of the steel-framed beams 1. A plurality of reinforcing bars 4 and anchorage bars 7 are arranged on the steel plates 3 for the floor, and concrete 5 is placed.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种能够减轻楼板的地板的PCa板，提高楼板的刚性，缩短工程期限并降低成本等，混合地板结构和混合地板结构施工方法。解决方案：多个用于地板的PCa板2在钢框架梁1的轴向上以规则间隔布置的多个钢框架梁1和1之间被拉伸。多个钢板 3在钢框梁1的轴向矩形方向上相互相邻的PCa板2和2之间被拉伸。多个钢筋4和锚杆7布置在钢板3上，用于地板和混凝土5。版权所有（C）2005，JPO＆NCIPI

68. 发明专利

JP2005213754A Steel concrete composite floor 有权
标题翻译：钢混凝土复合地板
公开(公告)号：JP2005213754A
公开(公告)日：2005-08-11
申请号：JP2004018320
申请日：2004-01-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MIYASAKA TATSU , OGIWARA YUKIMASA , FUKUMOTO TOSHIYUKI , YAJIMA KAZUMI , YOSHIGAI SHIGERU
IPC分类号： E04B5/40
摘要： PROBLEM TO BE SOLVED: To provide a steel concrete composite floor capable of being simply constructed without carrying out a large-scale form work or concrete work. SOLUTION: A plurality of box-shaped forms 2 adjacent to each other and connected to each other are arranged between beams 1 and 1. A plurality of reinforcing bars 3 are longitudinally and laterally consecutively arranged on a plurality of box-shaped forms 2. Concrete 4 is consecutively placed in each box-shaped form 2 and on the box-shaped forms 2. The box-shaped form 2 is formed in an approximately hexagonal-shape in plan view, and it is formed in a state to open the upper end section. The box-shaped form 2 comprises a frame body 2a formed in a hexagonal-shape in plan view from a channel steel, a reinforcing rib 2b placed inside of the frame body 2a and a bottom plate 2c placed on the inside bottom section of the frame body 2a, and it is formed in the size capable of being carried by human power. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够简单构造而不进行大规模形式作业或具体工作的钢混凝土复合地板。解决方案：彼此相邻并且相互连接的多个箱形形状2被布置在梁1和1之间。多个钢筋3纵向和横向地连续布置在多个箱形形式混凝土4连续地放置在每个盒状的形式2和盒形的形式2上。盒状形状2在平面图中形成为大致六边形，并且形成为打开的状态上端部分。盒状形状2包括从通道钢的平面图形成六边形的框架体2a，放置在框架体2a内部的加强肋2b和放置在框架的内部底部的底板2c 身体2a，并且其形成为能够由人力携带的尺寸。版权所有（C）2005，JPO＆NCIPI

69. 发明专利

JP2001279811A RC PRECAST STRUCTURE 失效
公开(公告)号：JP2001279811A
公开(公告)日：2001-10-10
申请号：JP2000094817
申请日：2000-03-30
申请人： KAJIMA CORP
发明人： OGIWARA YUKIMASA , KATO TOMOYASU , MARUTA MAKOTO , SAKAI HARUHIKO
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a RC precast structure capable of widely reducing the time for execution of work compared with conventional precast works. SOLUTION: A PCa column member 1 is formed continuously across a plurality of floors. A plurality of beam connection reinforcements 3 are mounted to connection parts of the member 1 while they pass through the connection part. An end 4a of a beam main reinforcement 4 is provided protrusively to an end of a PCa beam member 2, and joined to an end 3a of the beam connection reinforcement 3 through a joint fitting 5. Around the circumference, concrete 6 is placed. The end 4a of the beam main reinforcement 4 is connected to the end 3a of the beam connection reinforcement 3 via the fitting 5 in a hinge zone.

70. 发明专利

JP2001182152A GROUT INJECTING CONSTRUCTION METHOD AT PC MEMBER JOINT PART 失效
公开(公告)号：JP2001182152A
公开(公告)日：2001-07-03
申请号：JP37383799
申请日：1999-12-28
申请人： KAJIMA CORP
发明人： NEMOTO HIDEO , MAEDA SHOZO , KATO TAKASHI , OGIWARA YUKIMASA , ABE TATSUYA , TAKAHASHI KENJI , MURAYAMA TAKASHI
IPC分类号： E04B1/20 , E04B1/21 , E04B1/58 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a grout injecting construction method of a PC member joint part, where a grout is surely injected at the PC member joint part. SOLUTION: A beam member 2 is placed on the upper end part of a columnar member 1, over which a column member 3 is placed. A main reinforcement 5 of the column member 1 is arranged to penetrate into a sheath tube 4, embedded in the beam member 2, while being set to penetrate into the column member 3, and a grout material 6 is filled around it from under the sheath tube 4, so that the column member 1, beam member 2, and beam member 3 are jointed together. Here, the upper end part of sheath tube 4 is covered with a plug member 8 of rubber, etc., and then the grout material 6 is packed in the sheath tube 4.

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