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1. 发明专利

JP2012233347A Structure and method for integrating concrete structure with reinforced ground 有权
标题翻译：用强化地基整合混凝土结构的结构与方法
公开(公告)号：JP2012233347A
公开(公告)日：2012-11-29
申请号：JP2011102660
申请日：2011-05-02
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Integrated Geotechnology Institute Ltd , 株式会社複合技術研究所 , Kajima Corp , 鹿島建設株式会社
发明人： TATEYAMA MASARU , KANDA MASAYUKI , WATANABE KENJI , TAMURA YUKIHIKO , YAMANOBE SHINICHI , KITAMOTO YUKIYOSHI , TAIRA YOHEI , NAGATANI TATSUYA
IPC分类号： E02D29/02 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a structure and a method for integrating a concrete structure with a reinforced ground which can secure the quality of skeleton concrete while securing integration of concrete structure with geotextile, a material for reinforced ground.SOLUTION: A reinforced ground is formed by installing a banking material 13, geotextile 5 of which a folding-back part 4 is formed along a back face 3 of a concrete structure 1 and of which both ends are buried in the banking material 13, a gap layer 20 formed by installing three-dimentional fiber 18 along an inside surface 6 in the neighborhood of the folding-back part 4 of the geotextile 5, and an impermeable sheet 9 installed between the gap layer 20 and the banking material 13, on the back face 3 of a predetermined construction position of the concrete structure 1. Thereafter, a formwork of the concrete structure 1 is assembled at the front of the reinforced ground and concrete is placed. The concrete wrapped around the three-dimentional fiber 18 through the geotextile 5 is hardened so that the gap layer 20 can become an adhesion layer 7.
摘要翻译：要解决的问题：提供一种将混凝土结构与增强地面整合的结构和方法，其可以确保骨架混凝土的质量，同时确保混凝土结构与土工织物的一体化，这是用于增强地面的材料。解决方案：通过安装银行材料13，土工织物5形成加固地面，土工织物5沿着混凝土结构1的背面3形成折回部分4，并且其两端被埋在银行材料中如图13所示，通过沿着土工织物5的折回部4附近的内侧面6设置三维纤维18而形成的间隙层20以及安装在间隙层20与堤边材料13之间的不渗透片9 在混凝土结构1的预定构造位置的背面3上。此后，将混凝土结构1的模板组装在加强地面的前部并且混凝土被放置。通过土工织物5包裹在三维纤维18周围的混凝土被硬化，使得间隙层20可以变成粘合层7.（C）2013，JPO和INPIT

2. 发明专利

JP2012132270A Computerized construction method of earth cutting construction 有权
标题翻译：地面切割结构的计算机构造方法
公开(公告)号：JP2012132270A
公开(公告)日：2012-07-12
申请号：JP2010286977
申请日：2010-12-24
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： WATANABE KENJI
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a computerized construction method of earth cutting construction, capable of evaluating the deformation of natural ground planarly.SOLUTION: In the computerized construction method of earth cutting construction for cutting an earth cutting scheduled area 11, placing a plurality of natural ground reinforcing members 21 at a prescribed pitch to an earth cut slope surface 10 exposed by earth cutting, and reinforcing the earth cut slope surface 10, the plurality of natural ground reinforcing members 21 placed to the earth cut slope surface include a natural ground reinforcing member 21 provided with an accelerometer 31 on an end part projected from the earth cut slope surface 10 after it is placed, and the condition of the natural ground is evaluated on the basis of the natural frequency of the natural ground reinforcing member 21 placed to the earth cut slope surface 10.
摘要翻译：要解决的问题：提供一种计算机化的土方切割施工方法，能够平面评估自然地面的变形。解决方案：在用于切割地面切割预定区域11的土方切割结构的计算机化施工方法中，以规定的间距将多个天然地面加固构件21放置到通过土方切割暴露的土方切面坡面10上，地面切削斜面10上，放置在切土坡面上的多个天然地面加强构件21包括：自然地面加强构件21，其在放置后的地面切削斜面10上突出的端部设置有加速度计31 ，并且基于放置在接地倾斜面10上的自然地面加强构件21的固有频率来评价自然地面的状况。（C）2012年，JPO和INPIT

3. 发明专利

JP2014133971A Seismic strengthening method for retaining wall 有权
标题翻译：用于保持墙体的地震加固方法
公开(公告)号：JP2014133971A
公开(公告)日：2014-07-24
申请号：JP2013000759
申请日：2013-01-08
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： NAKAJIMA SUSUMU , KOJIMA KENICHI , KANDA MASAYUKI , WATANABE KENJI , TAKASAKI HIDEAKI , KITO KAZUYA , FUJIWARA TORASHIRO , NAKAMURA TAKASHI , SUZUKI NOBUAKI , KAWASAKI ATSUSHI , WATANABE YASUO
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic strengthening method for a retaining wall, which imparts a resistance force to the retaining wall by integrating a fixing reinforcement material, a masking member and a wall surface together.SOLUTION: In a seismic strengthening method for a retaining wall, a masking member 3 for covering a wall surface 2A of the retaining wall 2, and concrete fixing members 4 and 5 for firmly fixing upper and lower parts of the masking material 3 and tightening the masking material 3 are arranged, and the wall surface 2A and the masking member 3 are integrated together to prevent the collapse of the retaining wall 2 and reduce the deformation of the wall surface 2A.
摘要翻译：要解决的问题：为了提供一种用于挡土墙的抗震加固方法，其通过将固定增强材料，掩蔽构件和壁面整合在一起而对挡土墙施加阻力。解决方案：在用于挡墙，用于覆盖挡土墙2的壁面2A的掩蔽构件3和用于牢固地固定掩模材料3的上部和下部并且紧固遮蔽材料3的混凝土固定构件4和5，表面2A和掩模构件3一体化在一起，以防止挡土墙2的塌陷并减小壁表面2A的变形。

4. 发明专利

JP2014133972A Three-dimensional reinforcement method for retaining wall 审中-公开
标题翻译：用于保留墙壁的三维加固方法
公开(公告)号：JP2014133972A
公开(公告)日：2014-07-24
申请号：JP2013000760
申请日：2013-01-08
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： NAKAJIMA SUSUMU , KOJIMA KENICHI , KANDA MASAYUKI , WATANABE KENJI , TAKASAKI HIDEAKI , KITO KAZUYA , FUJIWARA TORASHIRO , NAKAMURA TAKASHI , SUZUKI NOBUAKI , KAWASAKI ATSUSHI , WATANABE YASUO
IPC分类号： E02D29/02 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a three-dimensional reinforcement method for a retaining wall, which imparts a resistance force to the retaining wall by integrating a reinforcement member, a masking member and a wall surface together.SOLUTION: In a three-dimensional reinforcement method for a retaining wall, three-dimensional reinforcement members 2 are arranged on a wall surface of the retaining wall and fixed to natural ground 1 by the reinforcement members 3, and the retaining wall, the three-dimensional reinforcement members and a top of a back surface are integrated together to impart a resistance force to the retaining wall.
摘要翻译：要解决的问题：提供一种用于挡土墙的三维加固方法，其通过将加强构件，掩蔽构件和壁表面结合在一起而将力抵抗挡土墙。解决方案：在三维加强件挡土墙的方法，三维加强构件2设置在挡土墙的壁表面上，并通过加强构件3固定到自然地面1，并且保持壁，三维加强构件和顶部后表面被集成在一起以向挡土墙赋予阻力。

5. 发明专利

JP2011220108A Embankment construction method on soft ground and embankment structure thereof 有权
标题翻译：软土地基施工方法及其结构
公开(公告)号：JP2011220108A
公开(公告)日：2011-11-04
申请号：JP2011149830
申请日：2011-07-06
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： WATANABE KENJI , TATEYAMA MASARU
IPC分类号： E02D17/18 , E02D3/00 , E02D27/01 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide an embankment construction method on a soft ground with improved strength and toughness performance and the embankment structure thereof.SOLUTION: In an embankment construction method on a soft ground, beam members 5 of which bending rigidity and toughness performance is improved by using a geotextile 4 applied to cement-improved pebbles 3 produced by stabilizing particle size-adjusted ballast with cement, are disposed on a soft ground 1, then an embankment 6 is constructed on the beam members 5.
摘要翻译：要解决的问题：在软土地面上提供强度和韧性提高的堤防施工方法及其堤防结构。解决方案：在软土地基上的堤防施工方法中，通过使用施加到通过用水泥稳定粒度调节的压载物产生的水泥改进鹅卵石3的土工织物4，提高了弯曲刚性和韧性的梁构件5，被放置在软地面1上，然后在梁构件5上构造堤6。（C）2012年，JPO和INPIT

6. 发明专利

JP2005047358A Drain material placing ship 有权
标题翻译：排水材料配置船
公开(公告)号：JP2005047358A
公开(公告)日：2005-02-24
申请号：JP2003280865
申请日：2003-07-28
申请人： Kajima Corp , Nippon Foundation Engineering Co Ltd , 日本基礎工業株式会社 , 鹿島建設株式会社
发明人： NAKAGAWA MIKIO , WATANABE KENJI
IPC分类号： E02D3/10 , B63B35/00
摘要： PROBLEM TO BE SOLVED: To provide a drain material placing ship of catamaran type capable of enhancing the stability of pontoons on which a drain material placing machine runs around and placing a vertical drain material efficiently without requiring frequent turn of the ship.
SOLUTION: The pontoons 1 are arranged in line with a space 2 for placing the material interposed and connected together rigidly by reinforcing members 3 and 4 so as to form one drain material placing ship, wherein at the end of each pontoon on the space side, a running rail 10 is laid along the space 2, and a trolley 9 striding the space 2 is installed movably on the rails, and a drain material placing device 6 of center placing type is mounted on the trolley 9. The trolley 9 is run in the longitudinal direction of the space 2 by wheels and a motor, and the vertical drain material B is placed at a certain pitch. The trolley 9 is furnished with traversing trolleys 11 movable crosswisely to the running direction, which enables placing of the material in rows.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够提高排水材料放置机器周围运行的浮筒稳定性的双体船型排水装置，并且不需要频繁地转动船舶，可以有效地放置垂直排水装置。解决方案：浮筒1与用于将材料插入并通过加强构件3和4刚性地连接在一起的空间2排列成一个排水材料放置船，其中在每个浮筒的末端空间侧，沿着空间2放置行驶轨道10，并且跨过空间2的手推车9可移动地安装在轨道上，并且将中心放置型排水装置6安装在手推车9上。手推车9 通过轮和电动机在空间2的纵向方向上延伸，并且垂直排泄材料B以一定的间距放置。手推车9配备有横向移动的手推车11，其能够横向移动到行进方向，这使得能够将材料放置成行。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2005048480A Drain material placing machine 有权
标题翻译：排水材料配置机
公开(公告)号：JP2005048480A
公开(公告)日：2005-02-24
申请号：JP2003282184
申请日：2003-07-29
申请人： Hitachi Constr Mach Co Ltd , Kajima Corp , Nippon Foundation Engineering Co Ltd , 日本基礎工業株式会社 , 日立建機株式会社 , 鹿島建設株式会社
发明人： NAKAGAWA MIKIO , WATANABE KENJI , NOMOTO KOYO , ISHII MOTOHIRO , SUZUKI AKIO
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a drain material placing machine capable of intruding a drain material by a constantly appropriate protruding force by a roller of an extensible mandrel and avoiding enlargement of the machine.
SOLUTION: A drain material is injected in the underground by a mandrel intruding machine mounted in a self-traveling vehicle. The mandrel 9 is extensibly constituted of a multiple tube formed of the outer tube 9a and the inner tube 9b. A pair of rollers 10 opposite to each other at the same level are provided as a mandrel intruding machine 6. The pair of rollers 10 are installed to be approachable to/deviable from the mutual opposite roller to the opposite roller 10. Hydraulic cylinders 17a-17d are provided as a means to push each roller 10 against respective opposite rollers. The pushing force of the hydraulic cylinders 17a-17d is set by the relief pressure of the hydraulic circuit.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够通过可伸缩心轴的辊以不断适当的突出力侵入排水材料的排水材料放置机，并且避免机器的扩大。解决方案：排水材料通过安装在自行车上的心轴入侵机器注入地下。心轴9可伸缩地由外管9a和内管9b形成的多管构成。设置在同一水平面上彼此相对的一对辊子10作为心轴入侵机构6.一对辊子10安装成可相对于相对的辊子相对于/偏离到相对的辊子10上。液压缸体17a- 17d设置为将每个辊10推向相对的相对辊的装置。液压缸17a-17d的推力由液压回路的溢流压力决定。版权所有（C）2005，JPO＆NCIPI

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