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1. 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

2. 发明专利

JP2012031679A Method for reinforcing existing foundation for structure 有权
标题翻译：用于加固现有结构基础的方法
公开(公告)号：JP2012031679A
公开(公告)日：2012-02-16
申请号：JP2010173493
申请日：2010-08-02
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： KANDA MASAYUKI , NISHIOKA HIDETOSHI , YOKOYAMA TOMOAKI , HIRAO JUNICHI , YAMAMOTO TADAHISA
IPC分类号： E02D27/30 , E02D5/04 , E02D27/12 , E02D27/28
摘要： PROBLEM TO BE SOLVED: To provide a method for reinforcing an existing foundation for a structure, capable of rationally, economically and firmly reinforcing the existing foundation for the structure equipped with an existing footing constructed on a pile.SOLUTION: In a method for reinforcing an existing foundation for a structure equipped with an existing footing 4 constructed on a pile 3, a steel sheet pile wall 5 constituted by coupling a plurality of U-shaped steel sheet piles to one another in a corrugated shape in a plan view is constructed on the periphery of the existing footing 4. A steel pipe pile 7 is driven into the ground in the inside valley section of the steel sheet pile wall 5 so that the steel sheet pile wall 5 and the steel pipe pile 7 can be integrated together by coupling means. Concrete is placed between the steel sheet pile wall 5 and the existing footing 4 to construct a newly-constructed footing 9. The steel sheet pile wall 5 and the steel pipe pile 7 are integrated with the existing footing 4 by integration means.
摘要翻译：要解决的问题：提供一种加强结构现有基础的方法，能够合理，经济，牢固地加强现有的建筑物基础，这种结构在桩上构造有现有的基础。解决方案：在一种用于加固现有基础的方法中，该结构配备有在桩3上构造的现有基脚4，钢板桩壁5通过将多个U形钢板桩彼此连接而形成在现有的基脚4的周围构成平面图形的波纹形状。钢管桩7被驱动到钢板桩壁5的内侧谷部的地面上，钢板桩壁5和钢管桩7可以通过联接装置集成在一起。混凝土被放置在钢板桩壁5和现有的基脚4之间，以构造新的基础9.钢板桩壁5和钢管桩7通过集成装置与现有的基座4一体化。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2012031678A Foundation for structure and method for constructing the same 有权
标题翻译：结构基础及其构造方法
公开(公告)号：JP2012031678A
公开(公告)日：2012-02-16
申请号：JP2010173492
申请日：2010-08-02
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： KANDA MASAYUKI , NISHIOKA HIDETOSHI , YOKOYAMA TOMOAKI , HIRAO JUNICHI , YAMAMOTO TADAHISA
IPC分类号： E02D27/30 , E02D5/04 , E02D27/12 , E02D27/28 , E02D27/32
摘要： PROBLEM TO BE SOLVED: To provide a foundation for a structure, which comprises a footing for being constructed on a steel pipe pile and a steel sheet pile wall for being constructed in the ground in such a manner as to surround the footing and which can be rationally and economically constructed, and a method for constructing the foundation.SOLUTION: A foundation for a structure includes a steel pipe pile 3 for being driven into the ground 2, a reinforced concrete footing 4 for being constructed on the steel pipe pile 3, and a steel sheet pile wall 5 for being constructed in the ground 2 in such a manner as to surround the footing 4. The steel sheet pile wall 5 is constituted by coupling a plurality of U-shaped steel sheet piles 5a to one another in a corrugated shape in a plan view. The steel pipe pile 3 is driven into the ground 2 of the inside valley section of the steel sheet pile wall 5. A head of the steel pipe pile 3 and the steel sheet pile wall 5 are coupled to each other via coupling means composed of a reinforcement 9.
摘要翻译：要解决的问题：提供一种结构的基础，该结构包括用于构造在钢管桩上的基脚和用于围绕基脚的方式构造在地面中的钢板桩壁，以及可以合理，经济地构建，构建基础的方法。解决方案：结构基础包括用于被驱动到地面2中的钢管桩3，用于在钢管桩3上构造的钢筋混凝土基脚4和用于构造在钢管桩3中的钢板桩壁5 地面2以包围基脚4的方式形成。钢板桩壁5通过平面图将多个U形钢板桩5a彼此结合成波纹状而构成。钢管桩3被驱动到钢板桩壁5的内部谷部的地面2中。钢管桩3的头部和钢板桩壁5通过由加强9.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

JP2012077562A Foundation structure for structure and construction method of the same 有权
标题翻译：其结构和结构方法的基础结构
公开(公告)号：JP2012077562A
公开(公告)日：2012-04-19
申请号：JP2010225570
申请日：2010-10-05
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： KANDA MASAYUKI , NISHIOKA HIDETOSHI , YOKOYAMA TOMOAKI , HIRAO JUNICHI , YAMAMOTO TADAHISA
IPC分类号： E02D27/30 , E02D5/28 , E02D5/30 , E02D5/34 , E02D5/50 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure for a structure and a construction method of the same, in which a rational and economical basic design can be realized owing to the synergistic effect of utilizing advantages of steel sheet piles and a batter pile as it is and combining the steel sheet piles and the batter pile, by combining the steel sheet piles and the batter pile.SOLUTION: A foundation structure for a structure comprises: a footing 1; a steel sheet pile wall 5 constructed in the ground 2 in a rectangular shape in plan view so as to surround the footing 1; and a steel pipe batter pile 6 constructed in the grand 2 in the steel sheet pile wall 5. The steel sheet pile wall 5 is composed of a plurality of steel sheet piles connected with each other in a corrugated shape, the batter pile 6 is welded to the inner crest part of the steel sheet pile wall 5, and the footing 1 and the batter pile 6 are integrated with each other.
摘要翻译：要解决的问题：为了提供一种其结构及其施工方法的基础结构，其中由于利用钢板桩和面糊的优点的协同效应，可以实现合理和经济的基本设计通过组合钢板桩和面糊桩，将钢板桩和面糊桩组合在一起。解决方案：用于结构的基础结构包括：基脚1; 在平面图中以矩形形式构造在地面2中以围绕基脚1的钢板桩壁5; 钢板桩壁5由钢板桩壁5中的隆起部2构成的钢管糊料6构成。钢板桩壁5由多个以波纹状彼此连接的钢板桩构成，糊料6焊接到钢板桩壁5的内部顶部，底脚1和面糊6彼此一体化。版权所有（C）2012，JPO＆INPIT

7. 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

8. 发明专利

JP2012077561A Reinforcement method of existing foundation for structure 有权
标题翻译：现有基础结构加固方法
公开(公告)号：JP2012077561A
公开(公告)日：2012-04-19
申请号：JP2010225569
申请日：2010-10-05
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： KANDA MASAYUKI , NISHIOKA HIDETOSHI , YOKOYAMA TOMOAKI , HIRAO JUNICHI , YAMAMOTO TADAHISA
IPC分类号： E02D27/34 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement method of an existing foundation for structure, capable of enabling an existing foundation rationally and economically to be reinforced and capable of easily and surely integrating an additional foundation with a batter pile.SOLUTION: A steel sheet pile wall 5 consisting of a plurality of U-shaped steel sheet piles connected with each other so that the steel sheet pile wall 5 is corrugated in a plan view is constructed in the ground 2 which is as close to a site boundary around an existing footing 3 as possible. Then, steel pipe batter piles 6 are constructed in the ground 2 within the steel sheet pile wall 5 so that the steel pipe batter piles 6 are in contact with the inside crest part 5A of the sheet pile wall 5. Then, the ground 2 between the existing footing 3 and the steel sheet pile wall 5 is excavated, and the steel sheet pile wall 5 is then coupled to the batter piles 6 by welding. Then, concrete is placed in a space between the steel sheet pile wall 5 and the existing footing 3 to add an additional footing 7 to the existing footing 3, the additional footing 7 and the existing footing 3 being integrated together, the additional footing 7 and the heads of the batter piles 6 being integrated together.
摘要翻译：要解决的问题：提供现有的结构基础的加固方法，能够使现有的基础得到合理和经济的加强，并且能够容易且可靠地将额外的基础与面糊堆积成一体。解决方案：在彼此相连的多个U形钢板桩组成的钢板桩壁5在平面图中为波纹状的钢板桩壁5构成为近似的地面2 到现有基础3周围的现场边界。然后，在钢板桩壁5内的地面2上构造钢管糊料堆6，使得钢管糊料6与片材桩壁5的内部顶部5A接触。然后，挖出现有的脚部3和钢板桩壁5，然后通过焊接将钢板桩壁5连接到击打桩6上。然后，将混凝土放置在钢板桩墙5和现有的基础3之间的空间中，以将额外的基脚7添加到现有的基脚3，附加的基脚7和现有的基脚3被集成在一起，附加的基脚7和糊糊堆6的头部被集成在一起。版权所有（C）2012，JPO＆INPIT

9. 发明专利

JP2008240357A Reinforcing structure and method for pile foundation 审中-公开
标题翻译：加固结构和桩基础方法
公开(公告)号：JP2008240357A
公开(公告)日：2008-10-09
申请号：JP2007082346
申请日：2007-03-27
申请人： Ohbayashi Corp , Railway Technical Res Inst , 株式会社大林組 , 財団法人鉄道総合技術研究所
发明人： TATEYAMA MASARU , KANDA MASAYUKI , NISHIOKA HIDETOSHI , HIRAO JUNICHI , YAMAMOTO TADAHISA , HIGUCHI SHUNICHI
IPC分类号： E02D27/34 , E02D27/12 , E02D27/30 , E02D27/48
摘要： PROBLEM TO BE SOLVED: To provide reinforcing structure and a method for a pile foundation for enhancing earthquake resistance of the existing pile foundation mainly without relying on increase of the number of piles or soil improvement.
SOLUTION: The pile foundation is composed of the foundation 2 supported on the piles 1, sheet piles 3 inserted into the ground continuously in a section in at least a part in the peripheral direction of the foundation 2, and a beam member 5 formed along an upper part of a sheet pile wall 4 constituted by the continuous sheet piles 3 to ensure unity of the continuous sheet piles 3. The sheet piles 3 are inserted into the ground while ensuring an interval between the sheet pile 3 and the foundation 2 as required.
COPYRIGHT: (C)2009,JPO&INPIT

10. 发明专利

JP2004300817A Indirect contact type reinforcing structure 审中-公开
公开(公告)号：JP2004300817A
公开(公告)日：2004-10-28
申请号：JP2003096316
申请日：2003-03-31
申请人： Ohbayashi Corp , Railway Technical Res Inst , 株式会社大林組 , 財団法人鉄道総合技術研究所
发明人： KANDA MASAYUKI , NISHIOKA HIDETOSHI , MURATA OSAMU , HIRAO JUNICHI , YAMAMOTO TADAHISA , HIGUCHI SHUNICHI , TONO MITSUO
IPC分类号： E02D27/30 , E02D5/02 , E02D27/12 , E02D27/32 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide an indirect contact type reinforcing structure capable of easily carrying out construction work of a reinforcing structure of a footing.
SOLUTION: A sheet pile 1 is driven at an interval from the footing F. A space between the side of the footing F and the sheet pile 1 is filled with filling concrete 2. The filling concrete 2 is placed up to the upper surface from the lower surface of the footing F. Since the footing F is not connected to the sheet pile 1, joint work can be eliminated. Further, the footing F is not required for chipping, partial loss of area does not occur. Since rigid joint between the footing F and the sheet pile 1 is not made, vibration can be slightly made. As a result, when a great earthquake occurs, even if big acceleration amplitude occurs, the occurrence of excessive stress in the lower part of a pier can be prevented.
COPYRIGHT: (C)2005,JPO&NCIPI

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