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1. 发明专利

JP2002180401A ROADWAY UNDER CROSSING CABLE PROTECTIVE DEVICE AND ROADWAY UNDER CROSSING CABLE PROTECTIVE METHOD 失效
公开(公告)号：JP2002180401A
公开(公告)日：2002-06-26
申请号：JP2000378739
申请日：2000-12-13
申请人： HOKKAIDO RYOKAKU TETSUDO KK , NIPPON KIDO KOGYO KK
发明人： OKUSHIBA YOSHITO , FUKUDA TAKEJI , KIRISHIKI KEISUKE
IPC分类号： E01B3/00 , H02G1/06 , H02G9/06
摘要： PROBLEM TO BE SOLVED: To provide a roadway under crossing cable protective device having high strength against cable damage, and easy in execution work, and a roadway under crossing cable protective method. SOLUTION: Since a steel cable protective pipe 1 is used, the strength against the cable damage is enhanced, and a linear cutout part 1c is arranged in the cable protective pipe 1, and since a first cable inserting cutout part 32h is arranged on a sleeper end support member 3, a nut cutout part 21b is arranged on a fixing nut 21, and a third cable inserting cutout part 23c is arranged on an insulating cylindrical member 23, even an existing roadway under crossing cable can be easily executed.

2. 发明专利

JP2000104202A STRUCTURE AND METHOD FOR INSTALLING UNDER-TRACK CROSSING CABLE 失效
公开(公告)号：JP2000104202A
公开(公告)日：2000-04-11
申请号：JP27301798
申请日：1998-09-28
申请人： HOKKAIDO RYOKAKU TETSUDO KK , NIPPON KIDO KOGYO KK
发明人： SATO TETSUO , KOMURO SHUNICHI , FUKUDA TAKEJI , KIRISHIKI KEISUKE
IPC分类号： E01B3/00
摘要： PROBLEM TO BE SOLVED: To provide a structure and a method for installing a under-track crossing cable allowing easy and low cost installation on a standard sleeper. SOLUTION: This structure is provided with two sleeper end supporting members 3, 3 supported by the sleeper end and including partially circular engaging recess parts 31c, 32c and also with a first pipe-shaped member 1, which is composed of a synthetic resin or the like, formed in a pipe shape, arranged to extend in the longitudinal direction of a sleeper, and near both ends being supported by respectively fitting into engaging recess parts 31c, 32c of respective sleeper end supporting members 3, 3. The structure is also provided with a second pipe-shaped member 2, which is composed of a steel or the like, formed in a pipe shape, inserted into the interior of the first pipe- shaped member 1, and composed so that a cable C can be inserted into the interior.

3. 发明专利

JP2000017602A TRACK PAVEMENT BOARD AND PAVEMENT METHOD NEAR TRACK 失效
公开(公告)号：JP2000017602A
公开(公告)日：2000-01-18
申请号：JP20275598
申请日：1998-07-02
申请人： HOKKAIDO RYOKAKU TETSUDO KK , NIPPON KIDO KOGYO KK
发明人： KOBAYASHI FUMIO , HONDA KATSUHIKO , FUKUDA TAKEJI
IPC分类号： E01C9/04
摘要： PROBLEM TO BE SOLVED: To provide a track pavement board and a pavement method in the vicinity of a track in which there is no fear of deterioration of materials, short- circuit of rails, etc., in a railroad crossing or the like and a flange way can be always secured. SOLUTION: A plurality of pavement boards 1, 2, 3 for a railroad crossing, are parallelly installed along the extending direction such as rail R1 in a railroad crossing to constitute a road face of a rord. These pavement boards are tabular members formed as a trapezoidal shape in a plan projected view. Respective sides 13, 14 of the respective trapezoidal shapes are butted against each other and the bottom sides 11, 12 of the trapezoidal shapes are arranged in parallel with the chords of the curves of the rail R1 or the like.

4. 发明专利

JP2007113293A Rail bottom holding type member supporting structure, track pavement structure, train derailment prevention type track structure, member supporting method using bottom of rail, paving method of vicinity of track, and train derailment preventing method 有权
标题翻译：轨道底座支撑结构，轨道结构，火车预定类型跟踪结构，使用轨道底部的会员支持方法，轨迹损伤方法和火车预定方法
公开(公告)号：JP2007113293A
公开(公告)日：2007-05-10
申请号：JP2005306428
申请日：2005-10-20
申请人： Nippon Kido Kogyo Kk , 日本軌道工業株式会社
发明人： FUKUDA TAKEJI , NAGAFUJI TAKAHARU
IPC分类号： E01C9/04
摘要： PROBLEM TO BE SOLVED: To provide a track pavement structure or the like, which has a rubber chute supported by a new method except a method for fixing a supporting fitting by means of a rail fastening device.
SOLUTION: The rail bottom holding type member supporting structure 1 comprises: a floorboard member 2; a rail bottom holding member 3; a floorboard hoisting fitting 4; a T-shaped bolt 5; a nut 6 for the T-shaped bolt; and a volute spring 7. Thus, the structure 1 is mounted on the bottom 303 of the rail of the track so as to hold (grip) the bottom 303 of the rail, and can support other members (a member 296 to be supported, etc. ).
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种轨道路面结构等，其具有通过新的方法支撑的橡胶滑槽，除了用于通过轨道紧固装置固定支撑配件的方法。轨道底部保持型构件支撑结构1包括：地板构件2; 轨道底部保持构件3; 地板吊装件4; T形螺栓5; T形螺栓的螺母6; 和蜗壳弹簧7.因此，结构1安装在轨道的轨道的底部303上，以便保持（抓握）轨道的底部303，并且可以支撑其他构件（被支撑的构件296）等等）。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2006152755A Rail emergency treatment device of slab track and rail emergency treatment method of slab track 有权
标题翻译：斜拉索的铁路应急处理装置和铁路紧急处理方法
公开(公告)号：JP2006152755A
公开(公告)日：2006-06-15
申请号：JP2004348836
申请日：2004-12-01
申请人： Nippon Kido Kogyo Kk , West Japan Railway Co , 日本軌道工業株式会社 , 西日本旅客鉄道株式会社
发明人： MAEDA HIROAKI , FUKUDA TAKEJI , NAGAFUJI TAKAHARU , KIRISHIKI KEISUKE , MIYAKE KAZUO
IPC分类号： E01B11/18
摘要： PROBLEM TO BE SOLVED: To provide a rail emergency treatment device and a rail emergency treatment method in a slab track.
SOLUTION: Mutually fittable first reaction receiving member 21 and second reaction receiving member 22 are arranged set by set on both ends in the rail longitudinal direction of a range including a damaged rail portion so as to substantially surround a rail bottom part R2 from both left and right sides. A first splint plate 11 and a second splint plate 12 are put on both sides of a belly part of a rail R, and two first wedge plates 41A and 41B are inserted from the longitudinal direction of the rail between upright parts of the first splint plate 11 and the first reaction receiving member 21. The respective splint plates 11 and 12 are pressed down from the outside by inserting two second wedge plates 42A and 42B from the longitudinal direction of the rail between upright parts of the second splint plate 12 and the second reaction receiving member 22.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：在平板轨道中提供轨道应急处理装置和轨道应急处理方法。解决方案：相互配合的第一反应接收构件21和第二反应接收构件22通过设置在包括损坏的轨道部分的范围的轨道纵向方向上的两端设置，以便基本上围绕轨道底部部分R2从左右两侧。第一夹板11和第二夹板12放置在轨道R的腹部的两侧，两个第一楔形板41A和41B从第一夹板的直立部分之间的轨道的纵向方向插入 11和第一反作用承受构件21.各个夹板11和12通过从第二夹板12的直立部分的第二楔形板12的两个第二楔形板42A和42B之间沿轨道的纵向方向插入两个第二楔形板42A和42B 反应接收部件22。（C）2006，JPO＆NCIPI

6. 发明专利

JP2005163347A Crossing pavement structure, crossing pavement member, road member for crossing pavement and paving method for crossing 有权
标题翻译：交叉铺路结构，交叉铺筑员，交叉道路交叉路段及交叉铺路方法
公开(公告)号：JP2005163347A
公开(公告)日：2005-06-23
申请号：JP2003402439
申请日：2003-12-02
申请人： Nippon Kido Kogyo Kk , 日本軌道工業株式会社
发明人： FUKUDA TAKEJI , NAGAFUJI TAKAHARU
IPC分类号： E01C9/04 , E01C5/02 , E01C5/14 , E01F9/529 , E01F9/047
摘要： PROBLEM TO BE SOLVED: To provide a crossing pavement structure capable of assisting a passer-by using a wheelchair or the like to spontaneously return to a sidewalk by issuing a warning of danger when the passer-by using the wheelchair or the like approaches the impassable section of a crossing. SOLUTION: Since an uneven section consisting of an approximately parallel projected stripe 22a and a groove 22b is formed on the impassible surface considered as the surface of the impassible section 22 as a place located in the outside of the sidewalk on the road in the crossing on the surface of a tightly connected precast concrete track plate 12A and having possibility of making a fall or the like to a railway track side and unsuitable for the wheelchair or the like to pass through when the wheelchair or the like for a handicapped person passes, when the wheelchair or the like passes through the impassible section 22, since vibration is generated to enable the danger of a disconnected wheel or the like to warn, the crossing pavement structure can assist a user for the wheelchair or the like to spontaneously return to the sidewalk. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种穿越路面结构，其能够通过使用轮椅等辅助路人自发地返回到人行道，当通过使用轮椅等时发出危险警告接近十字路口的不通部分。解决方案：由于在被认为是无法通信部分22的表面的不可行的表面上形成由大致平行的突出条纹22a和凹槽22b组成的不平坦部分作为位于道路上的人行道外侧的位置在紧靠连接的预制混凝土轨道板12A的表面上的交叉处，并且当轮椅等用于残疾人时，可能会向铁路轨道侧发生坠落等并且不适合轮椅等穿过当轮椅等穿过不可通过部分22时，由于产生振动以使分离的轮子等发生警告，交叉路面结构可以帮助轮椅等的使用者自动返回到人行道。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2001131904A STRUCTURE AND METHOD OF PAVEMENT OUTSIDE TRACK GAUGE 失效
公开(公告)号：JP2001131904A
公开(公告)日：2001-05-15
申请号：JP31484499
申请日：1999-11-05
申请人： NISHINIPPON RYOKAKU TETSUDO KK , NIPPON KIDO KOGYO KK
发明人： TOKUOKA KENZO , DEMURA MASABUMI , MIZUKAMI TOSHIO , FUKUDA TAKEJI , MIYAKE KAZUO , KIRISHIKI KEISUKE
IPC分类号： E01C9/04
摘要： PROBLEM TO BE SOLVED: To provide a structure and method of pavement outside a track gauge, offering easy mounting and removal and eliminating the need for removing asphalt pavements from a connection road, if dislocation occurs. SOLUTION: The structure comprises a tie mounted portion 12 mounted near the end of the outside of the gauge of a tie 3, a pavement member supporting beam 13 supported near one end at the outside of the gauge of a rail 2 and near the other end by the tie mounted portion 12, and a crossing pavement member 11 outside a gauge constituting the surface of a road. The crossing pavement member 11 outside a gauge is supported by the pavement member supporting beam 13.

8. 发明专利

JPH0978506A BUCKLING PREVENTING DEVICE FOR RAIL 失效
公开(公告)号：JPH0978506A
公开(公告)日：1997-03-25
申请号：JP26257295
申请日：1995-09-14
申请人： RAILWAY TECHNICAL RES INST , NIPPON KIDO KOGYO KK
发明人： NAGAFUJI TAKAHARU , YANAGAWA HIDEAKI , FUKUDA TAKEJI , KIRISHIKI KEISUKE
IPC分类号： E01B13/00
摘要： PROBLEM TO BE SOLVED: To sufficiently cope with the excessive track bed lateral pressure and facilitate the fitting work by arranging a buckling preventing plate below the track center section between adjacent cross ties, and connecting the fixing members to the cross ties with connecting bolts. SOLUTION: Upper contact faces 7, 7 kept in contact with the upper faces of cross ties 2, 2, side contact faces 8, 8 kept in contact with the side faces of the cross ties 2, 2, and buckling preventing plate corresponding faces 9, 9 facing fixing members 6, 6 are arranged. Their tips are formed to be overlapped, and oblong bolt holes 10, 11 are bored at the overlapping positions corresponding to the bolt holes 5, 5 bored on a buckling preventing plate 1. The buckling preventing plate 1 can be easily and surely fitted to cross ties having a manufacturing error.

9. 发明专利

JPH08260401A BUCKLING PREVENTIVE DEVICE FOR RAIL 失效
公开(公告)号：JPH08260401A
公开(公告)日：1996-10-08
申请号：JP8761295
申请日：1995-03-20
申请人： NIPPON KIDO KOGYO KK
发明人： FUKUDA TAKEJI
IPC分类号： E01B13/00
摘要： PURPOSE: To increase lateral resistance by fixing and suspending bearing plates having length, in which both ends are abutted against the end faces of adjacent sleepers in a rail turnout section, etc., to the lower sections of the end faces of adjacent sleepers through fittings. CONSTITUTION: The upper ends of bearing plates 11 are brought into press- contact among the vertical sections 18 of fittings 15, to which the bearing plates 11 are fitted, and the end faces 13 of sleepers 12. The horizontal sections 17 of the fittings 15 are fixed onto the top faces 16 of the sleepers 12 by screw spikes 21. Flanges 19 for reinforcement are formed on one sides of the vertical sections 18 while being bent to the outside, thus increasing the rigidity of the fittings 15. Accordingly, lateral load can be transmitted to the deepest sections of the bearing plates while the tendency of the overturn of the bearing plates can be prevented, and the lateral resistance of a device is augmented and the buckling of a rail can be obviated.

10. 发明专利

JPH08109601A BUCKLING PREVENTION DEVICE FOR RAIL 失效
公开(公告)号：JPH08109601A
公开(公告)日：1996-04-30
申请号：JP27166994
申请日：1994-10-11
申请人： RAILWAY TECHNICAL RES INST , NIPPON KIDO KOGYO KK
发明人： NAGAFUJI TAKAHARU , YANAGAWA HIDEAKI , FUKUDA TAKEJI , KIRISHIKI KEISUKE
IPC分类号： E01B13/00
摘要： PURPOSE: To simplify the structure for a buckling prevention device to be installed to a curved section on a track and install the device easily, yet certainly, with sufficient bearing provided to counter excessive lateral load working on ballast. CONSTITUTION: The buckling prevention device is constituted of the buckling prevention device main body 21 to be provided to the underside of each of both ends of a sleeper 22, a pair of fixing metals 24 for fixing the buckling prevention device main body 21 to the sleeper 22, and a connecting rod 27 and a packing 32 to be interposed between the paired fixing metals 24. The buckling prevention device main body 21 is formed almost in upside-down L shape and composed of a horizontal part for fitting to the underside of the sleeper 22 and a vertical part dangling from the external side edge of the horizontal part, and engaging grooves opening downward are formed to the vertical part. A stud is fixed to the lower end of each of the paired fixing metals 24. A wing part 24a extending toward the center of the sleeper 22 is provided to the external edge on the upper part of each of the paired fixing metals 24.

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