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1. 发明专利

JP2009052320A Foundation of structure comprising single grain aggregate and its construction method 有权
标题翻译：包含单粒组合结构的基础及其构造方法
公开(公告)号：JP2009052320A
公开(公告)日：2009-03-12
申请号：JP2007220962
申请日：2007-08-28
申请人： Kanazawa Inst Of Technology , Railway Technical Res Inst , Toyama Prefecture , Toyo Doro Kogyo Kk , 学校法人金沢工業大学 , 富山県 , 東洋道路興業株式会社 , 財団法人鉄道総合技術研究所
发明人： MIFUNE NAOTO , MATSUMOTO YOSHIJI , INO TADATOSHI , KUYO HIDEO , NAGAHASHI KOJI
IPC分类号： E01B1/00 , E02D27/26
摘要： PROBLEM TO BE SOLVED: To provide a foundation of a structure which is constructed when building facilities, and can inhibit settlement easily and without requiring cost, and its construction method. SOLUTION: The foundation of a structure constructed by ramming and compacting aggregate comprises single grain aggregate loaded on the surface of the ground, and structure bodies having a specified shape and mixed with the single grain aggregate. A correlation between the aggregates having a different shape or size inhibits the settlement of the foundation of a structure. Thereby, the settlement of the foundation of a structure can be easily inhibited without requiring cost. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供建筑设施建造的结构基础，并且可以容易地抑制沉降而不需要成本，以及施工方法。解决方案：通过压实和压实骨料构造的结构的基础包括装载在地面上的单颗粒骨料和具有特定形状并与单颗粒骨料混合的结构体。具有不同形状或尺寸的聚集体之间的相关性抑制结构的基础的沉降。因此，可以容易地抑制结构的基础的沉降，而不需要成本。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2007332726A Embarkment reinforcement structure 有权
标题翻译： EMBARK强化结构
公开(公告)号：JP2007332726A
公开(公告)日：2007-12-27
申请号：JP2006168609
申请日：2006-06-19
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： MATSUMOTO YOSHIJI
IPC分类号： E02D17/18 , E02D27/12 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide an embarkment reinforcement structure preventing collapse of a slope of embarkment.
SOLUTION: An embarkment 3 is provided on a ground 13. The embarkment has a substantially isosceles trapezoidal sectional shape, and a slope 7a is provided on a side surface thereof. An end part 5a is provided at the lower end of the slope 7a. A pile foundation 15a is built within the ground 13, and the pile foundation 15a includes a wall body 9a built to contact with the end part 5a. An oblique wall 11a is provided on the slope 7a, and the lower end of the oblique wall 1a is connected with the wall body 9a. Namely, since the embarkment 3 is enclosed by the oblique wall 11a and the wall body 9a, the slope 7a is never collapsed sideward even at the time of earthquake or heavy rain.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供防止登船斜坡崩溃的登机加固结构。解决方案：在地面13上设有一个起落架3，起落架具有基本上等腰梯形的截面形状，斜面7a设置在其侧面上。端部5a设置在斜面7a的下端。桩基15a被构造在地面13内，桩基15a包括构造成与端部5a接触的壁体9a。倾斜壁11a设置在斜面7a上，倾斜壁1a的下端与壁体9a连接。也就是说，由于登机3被倾斜壁11a和壁体9a包围，斜面7a即使在地震或大雨时也不会侧向倒塌。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2007332649A Soundproof structure 有权
标题翻译：声音结构
公开(公告)号：JP2007332649A
公开(公告)日：2007-12-27
申请号：JP2006165451
申请日：2006-06-15
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： MATSUMOTO YOSHIJI
IPC分类号： E01F8/00 , E01D19/10 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To provide a soundproof structure which can be constructed without depending on the strength of a floor slab and without restrictions on a plot.
SOLUTION: In construction of the soundproof structure, firstly, supports 9a, 9c are erected on the ground 4, to which L-shaped members 11a, 11c are attached, respectively. Then, ends of the L-shaped members 11a, 11c are connected to piers, respectively, and a soundproof wall 13a is arranged between the L-shaped members 11a, 11c such that its ends are inserted into grooves formed in side surfaces of the L-shaped members 11a, 11c, respectively. Thus the supports 9a, 9c, the L-shaped members 11a, 11c, and the soundproof wall 13a cooperatively constitute the soundproof structure 1a. The soundproof structure 1a is not borne on the floor slab 5, and therefore it does not depend on the strength of the same. Further the soundproof structure is located inside the plot of a bridge 3, and therefore it can be constructed without restrictions of the plot.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种隔离结构，其可以在不依赖于地板的强度的情况下构建而不受地块的限制。解决方案：在隔音结构的构造中，首先将支撑件9a，9c竖立在地面4上，分别安装有L形构件11a，11c。然后，L字状部件11a，11c的端部分别与墩部连接，在L字状部件11a，11c之间设有隔音壁13a，使其端部插入形成于L的侧面的槽形构件11a，11c。因此，支撑件9a，9c，L形构件11a，11c和隔音壁13a协同地构成隔音结构1a。隔音结构1a不是承载在地板5上，因此不依赖于其强度。此外，隔音结构位于桥3的图中，因此可以在没有图的限制的情况下构建。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2003239202A METHOD AND DEVICE FOR PREVENTING TRACK DEVIATION OF RAILWAY 审中-公开
公开(公告)号：JP2003239202A
公开(公告)日：2003-08-27
申请号：JP2002034936
申请日：2002-02-13
申请人： RAILWAY TECHNICAL RES INST
发明人： MATSUMOTO YOSHIJI , ONI KENJI , ABE NORITSUGU
IPC分类号： E01B5/18
摘要： PROBLEM TO BE SOLVED: To provide guard rails which can be disposed in the section of a PC sleeper and do not interfere with a mechanical track maintenance work. SOLUTION: A device for preventing a track deviation of a railway comprises the guard rail 13 along at least one main rail 201R of the railway, a rail holding plate 11 attached to the PC sleeper 202 for supporting the guard rail 13, an insulating plate 12 made of an electric insulating material, a fastening block 14 and fastening bolts 16 for attaching the rail holding plate 11 to the PC sleeper 202 and attaching the guard rail 13 to the rail holding plate 11. Lateral pressure exerted on the guard rail 13 is supported by a lateral pressure receiving protruding part 11e. COPYRIGHT: (C)2003,JPO

5. 发明专利

JP2002235301A LIFTING DEVICE FOR TRAIN 失效
公开(公告)号：JP2002235301A
公开(公告)日：2002-08-23
申请号：JP2001033236
申请日：2001-02-09
申请人： MITSUBISHI HEAVY IND LTD , RAILWAY TECHNICAL RES INST
发明人： SASAKI KIYOMI , MATSUMOTO YOSHIJI , KOYAMA YUKINORI
IPC分类号： E01B26/00 , B66B9/00 , B66B9/02 , B66B9/04 , B66F7/02 , B66F7/08 , B66F7/28
摘要： PROBLEM TO BE SOLVED: To save a space, and to reduce cost in a lifting device for a train. SOLUTION: An underground tunnel 11 and a station building 14 on a ground 12 communicate with each other through a communication hole 13, an underground track 15 for the train 10 is laid on the tunnel 11 while a ground track 16 is laid on the ground 12, and a connection track 19 is laid on a lifting frame 17 for the communicating hole 13 and lifted and lowered freely by the lifting device 18 while a shore strut 32 preventing the collapse of a side wall by earth pressure is installed in the communicating hole 13.

6. 发明专利

JP2001163192A TRAIN ELEVATING DEVICE 失效
公开(公告)号：JP2001163192A
公开(公告)日：2001-06-19
申请号：JP35012499
申请日：1999-12-09
申请人： MITSUBISHI HEAVY IND LTD , RAILWAY TECHNICAL RES INST
发明人： MATSUMOTO YOSHIJI , KOYAMA YUKINORI , SASAKI KIYOMI
IPC分类号： B60S9/00 , B61J1/10
摘要： PROBLEM TO BE SOLVED: To attain space saving and a low cost for a train elevating device. SOLUTION: A frame 14 is formed between an elevated rail 11 installed on an elevated part 12 and a ground rail 13 laid on the ground by connecting it to the elevated part 12, and a connecting rail 15 connectable to the end part of the elevated rail 11 or to the end part of the ground rail 13 while supporting an elevation frame 25 so that it can be freely elevated is provided on the frame 14. Thereby, an elevated vehicle 10 on the connection rail 15 can be elevated by an elevating device 29 through the elevation frame 25.

7. 发明专利

JPS62178693A SHIELDING EXCAVATOR 失效
公开(公告)号：JPS62178693A
公开(公告)日：1987-08-05
申请号：JP2060386
申请日：1986-01-31
申请人： MATSUMOTO YOSHIJI , RAILWAY TECHNICAL RES INST , KUMAGAI GUMI CO LTD , HITACHI SHIPBUILDING ENG CO
发明人： MATSUMOTO YOSHIJI , NIWA TOSHIHIKO , YAMAMOTO HIROSHI , YOSHIKAWA TADAO
IPC分类号： E21D9/06 , E21D9/08 , E21D9/087

8. 发明专利

JPH05187196A CONNECTING STRUCTURE FOR SEGMENT 失效
公开(公告)号：JPH05187196A
公开(公告)日：1993-07-27
申请号：JP1934392
申请日：1992-01-09
申请人： RAILWAY TECHNICAL RES INST , NIPPON STEEL CORP , MATSUMOTO YOSHIJI
发明人： MATSUMOTO YOSHIJI , KAWADA HIROYUKI , KOYAMA YUKINORI , NAKAMURA MINORU
IPC分类号： E21D11/08
摘要： PURPOSE:To simplify the connecting structure of segments, manufacture it at a low cost, and quickly and firmly connect the segments. CONSTITUTION:A coupling projection 4 is fixed at the end section of one segment to be connected, a coupling guide slant face 6 inclined to approach the inner face of the coupling projection 4 toward the tip edge of the coupling projection 4 is provided on the outside of the tip section of the coupling projection 4, and the base end section of a support arm 7 is fixed at the end section of the other segment 2. A hook guide slant face 10 inclined to approach the inner face of a hook projection 8 toward the tip edge of the hook projection 8 is provided on the outside of the tip section of the hook projection 8 bent and connected to the tip section of the support arm 7, and the coupling projection 4 of one segment 1 is coupled with the hook projection 8 of the other segment 2.

9. 发明专利

JPS62182398A SHIELDED TUNNEL 失效
公开(公告)号：JPS62182398A
公开(公告)日：1987-08-10
申请号：JP2266286
申请日：1986-02-04
申请人： MATSUMOTO YOSHIJI , RAILWAY TECHNICAL RES INST , KUMAGAI GUMI CO LTD , NIPPON PRESSED CONCRETE KK
发明人： MATSUMOTO YOSHIJI , NIWA TOSHIHIKO , YAMAMOTO HIROSHI , FUJII KENTARO
IPC分类号： E21D11/04 , E21D9/14

10. 发明专利

JP2003239204A WHEEL RETURNING METHOD AND WHEEL RETURNING DEVICE FOR RAILWAY VEHICLE 审中-公开
公开(公告)号：JP2003239204A
公开(公告)日：2003-08-27
申请号：JP2002034958
申请日：2002-02-13
申请人： RAILWAY TECHNICAL RES INST
发明人： MATSUMOTO YOSHIJI , ONI KENJI , YANAGAWA HIDEAKI , YOSHIDA MAKOTO
IPC分类号： E01B5/18 , E01B2/00
摘要： PROBLEM TO BE SOLVED: To provide a wheel turning method and a wheel turning device for a railway vehicle for returning the wheels of the railway vehicle derailed from the rails of the railway to the original rails. SOLUTION: The first wheel 301 is horizontally moved in the direction perpendicular to the rail by a first turning device 1 and moved vertically upward. The second wheel 302 is also moved horizontally in the direction perpendicular to the rail together with the movement of the first wheel 301. Further, the second wheel 302 can be moved vertically upward by a second turning device 2. The wheels of the vehicle of the railway derailed from the rails of the railway are returned onto the original rails by the cooperating action of the first turning device, and the second turning device 2. COPYRIGHT: (C)2003,JPO

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