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1. 发明专利

JP2011252349A Boring stirring machine and landslide protection construction method 有权
标题翻译：镗孔机和山体保护施工方法
公开(公告)号：JP2011252349A
公开(公告)日：2011-12-15
申请号：JP2010128132
申请日：2010-06-03
申请人： Ohbayashi Corp , Rissho Kogyo Co Ltd , Sweet Inc , Ybm Co Ltd , 株式会社Seet , 株式会社ワイビーエム , 株式会社大林組 , 立正工業株式会社
发明人： KANEKO TADASHI , SUDO TOSHIMI , YAMAMOTO TADAHISA , WATANABE KOJI
IPC分类号： E02D3/12 , E02D5/18
摘要： PROBLEM TO BE SOLVED: To enable to construct a soil cement wall which is oriented towards an inclined direction with a prescribed angle to the vertical direction.SOLUTION: A boring stirring machine 1 for the ground improvement construction is equipped with a rod 15 having an excavation bit 20 at the extremity, a guide means 12 supporting the rod 15 which is axially movable, a rotary means 13 which rotates the rod 15, a vibromotive means 12 giving a vibromotive force to the excavation bit 20 through the rod 15, a cement milk supply means which supply a cement milk inside the rod 15. The guide means 12 is designed with an adjustable inclination angle. The adjustment of the inclination angle of the guide means 12 enables to adjust the angle of the rod 15 guided by the guide means 12 and a penetration angle of the excavation bit 20 at the extremity of the rod 15 to the soil.
摘要翻译：要解决的问题：能够构造一个朝向与垂直方向成规定角度的倾斜方向取向的土壤水泥墙。解决方案：一种用于地面改善结构的镗孔搅拌机1装备有在末端具有挖掘钻头20的杆15，支撑可轴向移动的杆15的引导装置12，旋转装置13，杆15，通过杆15向挖掘钻头20提供振动力的振动臂装置12，在杆15内供给水泥浆的水泥浆供给装置。引导装置12被设计成具有可调节的倾斜角。引导装置12的倾斜角度的调节使得能够调节由导向装置12引导的杆15的角度和在杆15的末端处的挖掘钻头20到土壤的穿透角度。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2011157731A Pile structure and method for inserting steel pipe pile 有权
标题翻译：用于插入钢管的桩结构和方法
公开(公告)号：JP2011157731A
公开(公告)日：2011-08-18
申请号：JP2010020562
申请日：2010-02-01
申请人： Ohbayashi Corp , Rissho Kogyo Kk , 株式会社大林組 , 立正工業株式会社
发明人： KANEKO TADASHI , SUDO TOSHIMI , YAMAMOTO TADAHISA , WATANABE KOJI , NAKAGAMA HIRONOBU
IPC分类号： E02D5/48 , E02D5/24 , E02D5/28 , E02D5/46
摘要： PROBLEM TO BE SOLVED: To prevent complication of a connecting portion between steel pipes when a steel pipe pile is constituted by connecting the plurality of split steel pipes together.
SOLUTION: The steel pipe pile 1 includes a soil improving body 140 which comprises soil cement formed in ground, and a steel pipe pile body 100 which is embedded in the soil improving body 140. In the steel pipe pile body 100, the plurality of steel pipes 110, which have flanges 111 connected to both ends, respectively, are coupled together by fixing the flanges 111 together.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了防止当通过将多个分裂钢管连接在一起而构成钢管桩时，钢管之间的连接部分的复杂化。解决方案：钢管桩1包括土壤改良体140，该土壤改良体140包括在地面上形成的泥土，以及埋设在土壤改良体140中的钢管桩体100.在钢管桩体100中，分别连接有两端的凸缘111的多个钢管110通过将凸缘111固定在一起而联接在一起。版权所有（C）2011，JPO＆INPIT

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

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

5. 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

6. 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
摘要翻译：要解决的问题：为了提供现有桩基的增强结构和桩基增强方法，主要是不依赖于桩数或土壤改良的增加。解决方案：桩基由支撑在桩1上的基座2，在基础2的周向的至少一部分中连续插入地面的板桩3和梁构件5 沿着由连续片材3构成的片材桩壁4的上部形成，以确保连续的片材堆3的一致。将片材桩3插入地面，同时确保片材堆3与基础2之间的间隔按要求。版权所有（C）2009，JPO＆INPIT

7. 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

8. 发明专利

JP2014178122A Open channel type displacement gauge 有权
标题翻译：打开通道类型位移计
公开(公告)号：JP2014178122A
公开(公告)日：2014-09-25
申请号：JP2013050368
申请日：2013-03-13
申请人： Ohbayashi Corp , 株式会社大林組 , Sogo Keisoku Kk , 綜合計測株式会社
发明人： TONO MITSUO , YAMAMOTO TADAHISA , FUKUDA TOMOYUKI , HACHISUGA YOSHIBUMI
IPC分类号： G01C5/04
摘要： PROBLEM TO BE SOLVED: To provide an open channel type displacement gauge enabling accurate vertical displacement measurement in a short time.SOLUTION: An open channel type displacement gauge 100 connects water tanks 11 arranged at a plurality of measurement points 10 to a water channel 20, detects vertical displacement generated at the measurement point 10 on the basis of relative variation between the water tank 11 and a water surface position before and after generation of the vertical displacement at the measurement point 10, and has free water surface. In the open channel type displacement gauge, at least one of the water tank 11 at least one measurement point 10 and the water channel 20 includes an auxiliary channel 30 other than the water channel 20 connecting between the water tanks 11.
摘要翻译：要解决的问题：提供一种能够在短时间内进行精确的垂直位移测量的开放通道型位移计。解决方案：开放通道型位移计100将布置在多个测量点10处的水箱11连接到水通道20，基于在测量点10处的垂直位移产生之前和之后的水箱11和水面位置之间的相对变化，检测在测量点10产生的垂直位移，并具有自由水面。在开放通道型位移计中，至少一个水箱11至少一个测量点10和水通道20包括除了连接在水箱11之间的水道20之外的辅助通道30。

9. 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

10. 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

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