专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2013204269A Structure and method for reinforcing floor slab 有权
标题翻译：用于增强地板的结构和方法
公开(公告)号：JP2013204269A
公开(公告)日：2013-10-07
申请号：JP2012072689
申请日：2012-03-28
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Kajima Corp , 鹿島建設株式会社
发明人： SUGIMOTO ICHIRO , IKEDA MANABU , YOSHIDA NAOTO , YOSHIDA YOSHINORI , TAIRA YOHEI , ASANUMA HIROHISA
IPC分类号： E01D19/12 , E01D22/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a structure for reinforcing a floor slab in which workability is improved.SOLUTION: The reinforcing structure comprises base members (51, 51A, 51B) mounted to a main girder (20) supporting floor slabs (30A, 30B), and movable members (52, 52A, 52B) mounted to the base members (51, 51A, 51b) in a movable manner and brought into contact with the floor slabs (30A, 30B).
摘要翻译：要解决的问题：提供一种用于加强可加工性提高的楼板的结构。解决方案：加强结构包括安装在主梁（20）上的支撑楼板（30A，30B）的基座构件（51,51A，51B））和可移动的构件（52,52A，52B），其以可移动的方式安装到基座构件（51,51A，51b）上并与楼板（30A，30B）接触。

2. 发明专利

JP2013189803A Composite beam and construction method of composite beam 审中-公开
标题翻译：复合梁的复合梁和构造方法
公开(公告)号：JP2013189803A
公开(公告)日：2013-09-26
申请号：JP2012056642
申请日：2012-03-14
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Kajima Corp , 鹿島建設株式会社
发明人： SUGIMOTO ICHIRO , IKEDA MANABU , YOSHIDA NAOTO , YOSHIDA YOSHINORI , TAIRA YOHEI , ASANUMA HIROHISA
IPC分类号： E01D2/00 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a composite beam in which the integration property of a floor slab and a main girder is enhanced.SOLUTION: A composite beam includes a main girder 20 which supports a floor slabs 30A, 30B and a cross beam 27 which is attached to the main girder 20 and fixes the floor slabs 30A, 30B. The cross beam 27 and the floor slabs 30A, 30B are fixed to each other by a stud 27d. The stud 27d is fixed to the cross beam 27 and extends into the floor slabs 30A, 30B. The main girder 20 has vertical girders 21A, 21B to which the cross beam 27 is attached, and the vertical girders 21A, 21B and the floor slabs 30A, 30B are fixed by a slip preventive member.
摘要翻译：要解决的问题：提供一种组合梁，其中楼板和主梁的整合性能得到提高。解决方案：复合梁包括支撑楼板30A，30B和横梁27的主梁20，横梁27 安装在主梁20上并固定在地板30A，30B上。横梁27和楼板30A，30B通过螺柱27d彼此固定。螺柱27d固定在横梁27上并延伸到楼板30A，30B中。主梁20具有安装横梁27的垂直桁架21A，21B，垂直桁架21A，21B和地板30A，30B由防滑构件固定。

3. 发明专利

JP2012117219A Construction structure of composite viaduct and construction method of composite viaduct 有权
标题翻译：复合材料的构造结构和复合材料的施工方法
公开(公告)号：JP2012117219A
公开(公告)日：2012-06-21
申请号：JP2010265348
申请日：2010-11-29
申请人： Ohbayashi Corp , Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , 株式会社大林組
发明人： SUGIMOTO ICHIRO , IKEDA MANABU , TANIGUCHI NOZOMI , HIRAO JUNICHI , YAMAMOTO TADAHISA , YAMASHITA MAMORU
IPC分类号： E01D1/00 , E01D2/04 , E01D19/02 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a construction structure of a composite viaduct and a construction method of the composite viaduct which enables construction even in a narrow space in a short period of time and building at a lowered cost.SOLUTION: A construction structure of a composite viaduct is equipped with: a CFT column 21 that is formed of steel pipes filled with concrete; an upper-layer beam steel box girder that can be constructed by arranging it on the CFT column 21 and moving it in a horizontal direction; an upper-layer beam steel box girder member 23 composed of an insert steel frame 24 that is installed to an anchor frame 22 provided on the CFT column 21 and to the upper-layer beam steel box girder; a CFT column joint part that joins the CFT column 21 and the upper-layer beam steel box girder member 23; and a composite beam floor slab 26 that is arranged on the upper-layer beam steel box girder member 23 and made of concrete.
摘要翻译：要解决的问题：提供复合高架桥的结构结构和复合高架桥的施工方法，即使在短时间内也能够在狭窄的空间中进行施工，并以较低的成本进行建筑。
解决方案：复合高架桥的结构结构配备有：由充满混凝土的钢管形成的CFT柱21; 可以通过将其布置在CFT柱21上并沿水平方向移动而构成的上层梁钢箱梁; 由安装在设置在CFT柱21上的锚架22和上层梁钢箱梁上的插入钢框架24构成的上层梁钢箱梁23构成。连接CFT柱21和上层梁钢箱梁23的CFT柱接合部; 以及配置在上层梁钢箱梁23上并由混凝土制成的复合梁楼板26。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2012117217A Construction structure of composite viaduct and construction method of composite viaduct 有权
标题翻译：复合材料的构造结构和复合材料的施工方法
公开(公告)号：JP2012117217A
公开(公告)日：2012-06-21
申请号：JP2010265346
申请日：2010-11-29
申请人： Ohbayashi Corp , Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , 株式会社大林組
发明人： SUGIMOTO ICHIRO , IKEDA MANABU , TANIGUCHI NOZOMI , HIRAO JUNICHI , YAMAMOTO TADAHISA , YAMASHITA MAMORU
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a construction structure of a composite viaduct and a construction method of the composite viaduct which enables construction even in a narrow space in a short period of time and building at a lowered cost.SOLUTION: A construction structure of a composite viaduct is equipped with: a CFT column 12 that is formed of steel pipes filled with concrete; an upper-layer beam steel box girder member 13 having an upper-layer beam steel box girder that can be constructed by arranging it on the CFT column 12 and moving it in a horizontal direction; a CFT column joint part 16 that joins the CFT column 12 and the upper-layer beam steel box girder member 13; and a composite beam floor slab 14 that is made of concrete and arranged on the upper-layer beam steel box girder member 13.
摘要翻译：要解决的问题：提供复合高架桥的结构结构和复合高架桥的施工方法，即使在短时间内也能够在狭窄的空间内进行施工并且以较低的成本进行建筑。解决方案：复合高架桥的结构结构配备有：由钢管填充混凝土的CFT柱12; 具有可以通过将其布置在CFT柱12上并沿水平方向移动的上层梁钢箱梁的上层梁钢箱梁13，连接CFT柱12和上层梁钢箱梁13的CFT柱接合部16; 以及由混凝土制成并布置在上层梁钢箱梁构件13上的复合梁楼板14.版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2012117216A Construction structure of composite viaduct and construction method of composite viaduct 有权
标题翻译：复合材料的构造结构和复合材料的施工方法
公开(公告)号：JP2012117216A
公开(公告)日：2012-06-21
申请号：JP2010265345
申请日：2010-11-29
申请人： Ohbayashi Corp , Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , 株式会社大林組
发明人： SUGIMOTO ICHIRO , IKEDA MANABU , TANIGUCHI NOZOMI , HIRAO JUNICHI , YAMAMOTO TADAHISA , YAMASHITA MAMORU
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a construction structure of a composite viaduct and a construction method of the composite viaduct which enables construction even in a narrow space in a short period of time and building at a lowered cost.SOLUTION: A construction structure of a composite viaduct is equipped with a CFT column 12 that is formed of steel pipes filled with concrete, a beam and floor slab 13 of PC/RC that can be constructed by arranging it on the CFT column 12 and moving it in a horizontal direction, and a CFT column joint part 15 that joins the CFT column 12 and the beam and floor slab 13.
摘要翻译：要解决的问题：提供复合高架桥的结构结构和复合高架桥的施工方法，即使在短时间内也能够在狭窄的空间中进行施工，并以较低的成本进行建筑。解决方案：复合高架桥的结构结构配备有由充满混凝土的钢管形成的CFT柱12，PC / RC的梁和地板13，其可以通过将其布置在CFT柱上 12并沿水平方向移动;以及CFT柱接头部分15，其连接CFT柱12和梁板和底板13.版权所有：（C）2012，JPO＆INPIT

6. 发明专利

JP2012117218A Construction structure of composite viaduct and construction method of composite viaduct 有权
标题翻译：复合材料的构造结构和复合材料的施工方法
公开(公告)号：JP2012117218A
公开(公告)日：2012-06-21
申请号：JP2010265347
申请日：2010-11-29
申请人： Ohbayashi Corp , Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , 株式会社大林組
发明人： SUGIMOTO ICHIRO , IKEDA MANABU , TANIGUCHI NOZOMI , HIRAO JUNICHI , YAMAMOTO TADAHISA , YAMASHITA MAMORU
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a construction structure of a composite viaduct and a construction method of the composite viaduct which enables construction even in a narrow space in a short period of time and building at a lowered cost.SOLUTION: A construction structure of a composite viaduct is equipped with: a CFT column 12 that is formed of steel pipes filled with concrete; a column capital joint part that is a capital of the CFT column 12 to which a bar arrangement is applied; a beam and floor slab 13 of PC/RC that can be constructed by arranging it on the CFT column 12 and moving it in a horizontal direction, and that comprises a sheath conduit; and a CFT column joint part 15 that joins the CFT column 12 and the beam and floor slab 13.
摘要翻译：要解决的问题：提供复合高架桥的结构结构和复合高架桥的施工方法，即使在短时间内也能够在狭窄的空间内进行施工并且以较低的成本进行建筑。解决方案：复合高架桥的结构结构配备有：由钢管填充混凝土的CFT柱12; 作为应用条形排列的CFT栏12的资本的列资本联合部分; PC / RC的梁和底板13，其可以通过将其布置在CFT柱12上并且在水平方向上移动而构造，并且包括护套导管; 以及连接CFT柱12和梁板和底板13的CFT柱接头部分15.版权所有（C）2012，JPO＆INPIT

7. 发明专利

JP2011185013A Construction method for portal rahmen structure of high bridge 有权
标题翻译：高桥门槛结构施工方法
公开(公告)号：JP2011185013A
公开(公告)日：2011-09-22
申请号：JP2010054537
申请日：2010-03-11
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所
发明人： SUGIMOTO ICHIRO , KANDA MASAYUKI , IKEDA MANABU , TATEYAMA MASARU
IPC分类号： E01D21/00 , E01D1/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method for portal rigid-framed structure of high bridge improved in executability of work.
SOLUTION: A rigid-framed structure (10) as a lower structure of a high bridge is constructed, and a first rigid-framed unit (15A) and a second rigid-framed unit (15B) respectively having columns (12A, 12B) and beams (13A, 14A, 13A, 14B) connected to each other are provided, the column (12A) of the first rigid-framed unit (15A) and the column (12B) of the second rigid-framed unit (15B) are respectively disposed on foundations (11A, 11B), the beam (14A) of the first rigid-framed unit (15A) and the beam (14B) of the second rigid-framed unit (15B) are connected to each other, and the column (12A) of the first rigid-framed unit (15A) and the column (12B) of the second rigid-framed unit (15B) are respectively connected to the foundations (11A, 11B).
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种提高工作可执行性的高桥门架刚构结构的施工方法。解决方案：构造为作为高桥的下部结构的刚性框架结构（10），以及分别具有柱（12A，12A）和第二刚性框架单元（15A）的第一刚性框架单元（15A）和第二刚性框架单元 12B）和彼此连接的梁（13A，14A，13A，14B），第一刚性框架单元（15A）的列（12A）和第二刚性框架单元（15B）的列（12B））分别设置在基座（11A，11B）上，第一刚性框架单元（15A）的梁（14A）和第二刚性框架单元（15B）的梁（14B）彼此连接，第一刚性框架单元（15A）的列（12A）和第二刚性框架单元（15B）的列（12B）分别连接到地基（11A，11B）。版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2011185011A Method of constructing structure column 有权
标题翻译：构造结构柱的方法
公开(公告)号：JP2011185011A
公开(公告)日：2011-09-22
申请号：JP2010054532
申请日：2010-03-11
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所
发明人： SUGIMOTO ICHIRO , IKEDA MANABU , BANDAI TAKAHISA , YOSHIDA YOSHINORI
IPC分类号： E01D19/02 , E01D21/00 , E04G21/14 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing a structure column, facilitated in construction of the column. SOLUTION: According to this method of constructing a column between adjacent beams of the structure (10) or between the adjacent beams and a foundation of the structure, the column (15) divided into a plurality of column parts is provided for the structure (10) having the beams and foundation (14), the column parts selected from the plurality of column parts are respectively connected to the adjacent beams of the structure (10) or the adjacent beams and a foundation (14) of the structure, and the connected column parts and the remaining column parts are assembled to complete the column (15). COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种构造柱的方法，在柱的构造方面有利。解决方案：根据在结构（10）的相邻梁之间或相邻梁之间或在结构的基础之间构造柱的方法，将分为多个柱部分的柱（15）设置用于具有梁和基座（14）的结构（10），从多个柱部分中选出的柱部分别分别连接到结构（10）或相邻梁的相邻梁和结构的基础（14）并且连接的柱部件和剩余的柱部件被组装以完成柱（15）。版权所有（C）2011，JPO＆INPIT

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式