会员体验
专利管家(专利管理)
工作空间(专利管理)
风险监控(情报监控)
数据分析(专利分析)
侵权分析(诉讼无效)
联系我们
交流群
官方交流:
QQ群: 891211   
微信请扫码    >>>
现在联系顾问~
热词
    • 1. 发明专利
    • Structure for guiding vehicle traveling on both railroad and road to railroad line, and method of guiding vehicle traveling on both railroad and road to railroad line
    • 用于引导车辆行驶的车辆和道路到铁路线的结构,以及引导车辆行驶在两条铁路和道路上的方法
    • JP2006138107A
    • 2006-06-01
    • JP2004328367
    • 2004-11-12
    • Hokkaido Railway CoNippon Kido Kogyo KkRailway Technical Res Inst北海道旅客鉄道株式会社日本軌道工業株式会社財団法人鉄道総合技術研究所
    • BANDO SHIGEMIABE NORITSUGUYANAGAWA HIDEAKIFUKUDA TAKEJINAGAFUJI TAKAHARUNAKAMURA TERUOFUJITA KAZUO
    • E01B25/28B60F1/02B61D15/00B61F13/00
    • PROBLEM TO BE SOLVED: To provide a structure for guiding a vehicle traveling on both a railroad and a road to a railroad line, which can quickly switch the vehicle from the railroad to the road, and to provide a method of guiding the vehicle traveling on both the railroad and the road to the railroad line. SOLUTION: The structure is formed of base board members 1 to 3, and first and second guide wall sections. The base board members 1 to 3 each support railroad rails R and have a rubber tire traveling surfaces being flush with a tread of each railroad rail R, on both external sides of the railroad rails R. The first guide wall section has first guide inner wall surfaces S3, S4 which are perpendicular to the rubber tire traveling surfaces, and is arranged on both the external sides of the railroad rails R and on both external sides of the rubber tire traveling surfaces. Further a first inner wall width of the first guide wall section, corresponding to a distance between the first guide inner wall surfaces S3, S4 is gradually reduced like an inverted truncated chevron shape. The second guide wall section has second guide inner wall surfaces S5, S6 which are perpendicular to the rubber tire traveling surfaces, and is arranged on both the external sides of the railroad rails R and on both the external sides of the rubber tire traveling surfaces. A second inner wall width of the second guide wall section, corresponding to a distance between the second guide inner wall surfaces S5, S6 is set to a constant value almost equal to a minimum value of the first inner wall width located on one longitudinal end of the same. COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种用于将在铁路和道路上行驶的车辆引导到铁路线的结构,其可以将车辆从铁路快速地切换到道路,并且提供一种引导 在铁路和通往铁路线的道路上行驶的车辆。 解决方案:该结构由基板构件1至3以及第一和第二引导壁部分形成。 基板构件1〜3各自支撑铁路轨道R,并且在铁路轨道R的两侧的外侧具有橡胶轮胎行驶面,与每个铁路轨道R的胎面齐平。第一导向壁部具有第一引导内壁 表面S3,S4,其垂直于橡胶轮胎行进面,并且布置在铁路轨道R的两侧以及橡胶轮胎行进面的两个外侧上。 此外,与第一引导内壁表面S3,S4之间的距离相对应的第一引导壁部分的第一内壁宽度如倒立的人字形形状逐渐减小。 第二引导壁部分具有垂直于橡胶轮胎行进表面的第二引导内壁表面S5,S6,并且布置在铁路轨道R的两侧和橡胶轮胎行进表面的两侧。 第二引导壁部分的第二内壁宽度对应于第二引导内壁表面S5,S6之间的距离被设置为几乎等于位于第二引导内壁表面S5的纵向一端的第一内壁宽度的最小值的常数值 一样。 版权所有(C)2006,JPO&NCIPI
    • 2. 发明专利
    • Structure and method for reinforcing joint portion between rails
    • 用于加固轨道之间的接合部分的结构和方法
    • JP2010126877A
    • 2010-06-10
    • JP2008298996
    • 2008-11-25
    • Central Japan Railway CoNippon Kido Kogyo Kk日本軌道工業株式会社東海旅客鉄道株式会社
    • HIRANAGA MINORUSHIMADA HIDENORISUGIMORI MITSURUNAGAFUJI TAKAHARUABE NORITSUGU
    • E01B11/02E01B11/54
    • PROBLEM TO BE SOLVED: To provide a structure and a method for reinforcing a joint between rails, which strengthen a joint between the rails.
      SOLUTION: This structure includes joint plates 23A and 23B which mutually connect the first and second rails 21A and 21B arranged in a mutually serial manner, reinforcing joint plates 25A and 25B which are attached to the joint plates 23A and 23B, respectively, and a bolt 27 which passes through one of the first and second rails 21A and 21B, the joint plates 23A and 23B and the reinforcing joint plates 25A and 25B. The bolt 27 includes a first shank 27a, and a second shank 27c thicker than the first shank 27a; the first shank 27a is positioned in the bolt hole 21d of one of the rails 21A and 21B; and the second shank 27c is positioned in the bolt holes 23d of the joint plates 23A and 23B, and the bolt holes 25d of the reinforcing joint plates 25A and 25B.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种用于加强轨道之间的接头的结构和方法,其加强了轨道之间的接合。 解决方案:该结构包括相互连接相互连接的第一和第二轨道21A和21B的连接板23A和23B,分别附接到接合板23A和23B的加强接合板25A和25B, 以及穿过第一和第二轨道21A和21B,接合板23A和23B以及加强接合板25A和25B中的一个的螺栓27。 螺栓27包括第一柄27a和比第一柄27a厚的第二柄27c; 第一柄27a位于导轨21A和21B中的一个的螺栓孔21d中; 并且第二柄27c位于接合板23A和23B的螺栓孔23d中,以及加强接合板25A和25B的螺栓孔25d。 版权所有(C)2010,JPO&INPIT
    • 3. 发明专利
    • Track out-of-gauge paving structure and method for paving track out-of-gauge
    • 跟踪超出测量结构的方法和方法
    • JP2006161499A
    • 2006-06-22
    • JP2004358082
    • 2004-12-10
    • Nippon Kido Kogyo Kk日本軌道工業株式会社
    • FUKUDA TAKEJINAGAFUJI TAKAHARUKIRISHIKI KEISUKE
    • E01C9/04
    • PROBLEM TO BE SOLVED: To provide a track out-of-gauge paving structure reducing an effect on a track out-of-gauge paving member even when an impact force is worked to a boundary section with an asphalt paved road by the travelling of an automobile or the like and a method for paving a track out-of-gauge.
      SOLUTION: The track out-of-gauge paving structure has the track out-of-gauge paving member 11A or the like installed outside a rail, a reinforced-concrete beam member 12A or the like extended in the longitudinal direction of the rail and mounted on a roadbed in the lower section of an asphalt layer and opening-adjusting member hangers 14, which are fitted to the upper section of the reinforced-concrete beam member 12A or the like and in which shelf board sections 14c projected towards the rail are secured at every sleeper central-place C1 or the like at corner sections where bottom board sections 14a and upright-wall board sections 14b are mated. The track out-of-gauge paving structure further has opening adjusting members 13 filling adjusting openings among the the external end face 11a of the track out-of-gauge paving member 11A or the like and the opening-adjusting member hangers 14 and being supported from lower sections by the shelf board sections 14c and filling the adjusting openings.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:即使当冲击力通过沥青铺装的道路对边界部分施加作用时,也提供了一种轨道超出规定的铺路结构,其减小了对轨道超出铺路构件的影响 汽车等的行驶以及铺路径超标的方法。 解决方案:轨道超出规定的铺路结构具有安装在轨道外侧的轨道超出铺路构件11A等,在纵向方向上延伸的钢筋混凝土梁构件12A等 轨道并安装在沥青层的下部的路基和开口调节构件悬挂件14上,该悬挂件14装配到钢筋混凝土梁构件12A等的上部,并且其中搁板部分14c朝向 轨道固定在底板部分14a和直立壁板部分14b配合的角部处的每个枕木中心位置C1等处。 轨道超出铺路结构还具有打开调节构件13,其填充轨道超出铺路构件11A等的外端面11a和打开调节构件悬挂件14之间的调节开口,并且被支撑 从下部通过搁板部分14c并填充调节开口。 版权所有(C)2006,JPO&NCIPI
    • 5. 发明专利
    • Lateral-side cavity blocking structure for barrier-free rail, and lateral-side cavity blocking method for the same
    • 用于无障碍轨道的侧向封闭结构及其相邻的侧壁密封方法
    • JP2006138122A
    • 2006-06-01
    • JP2004328912
    • 2004-11-12
    • Nippon Kido Kogyo Kk日本軌道工業株式会社
    • FUKUDA TAKEJINAGAFUJI TAKAHARUKIRISHIKI KEISUKE
    • E01C9/04E01B15/00
    • PROBLEM TO BE SOLVED: To provide a lateral-side cavity blocking structure which blocks a cavity on a lateral side of a rail in cases other than traveling of trains, is deformable when a flange of a wheel of a railroad train travels thereon, is free from slipout even upon application of an impact, and provides safe crossing of the rail to a wheelchair, a bicycle, etc., and to provide a lateral-side cavity blocking method for blocking the cavity on the lateral side of the rail.
      SOLUTION: The lateral-side cavity blocking structure is formed of a prestressing (PC) bar support fitting 45A arranged in a tightly connected precast concrete track board 138, first and second prestressing bars 43A, 44A arranged in the same, and a blocking rubber member 40 having a deformable void H, and first and second housing grooves 41, 42. The deformable void H is formed like a beam and enclosed by a ceiling thin wall portion C1, a side thin wall portion C3, etc. The first housing groove 41 is formed below the deformable void like a recess and extends in a longitudinal direction. The first housing groove 41 houses therein the first prestressing bar 43A and opens leftward. The second housing groove 42 is formed like a recess and extends in the longitudinal direction. The second housing groove 42 houses therein the second prestressing bar 44A and opens rightward.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:为了提供在铁路行驶之外的情况下阻挡轨道的侧面上的空腔的侧面空腔阻挡结构,当铁路车辆的车轮的凸缘在其上行进时可变形 即使施加冲击也不会发生滑落,并且提供了轨道到轮椅,自行车等的安全交叉,并且提供了用于阻挡轨道的侧面上的空腔的侧面空腔阻挡方法 。 解决方案:侧面空腔阻挡结构由布置在紧密连接的预制混凝土轨道板138中的预应力(PC)杆支撑配件45A,布置在其中的第一和第二预应力杆43A,44A以及 具有可变形空隙H的阻挡橡胶构件40,以及第一和第二容纳槽41,42。可变形空隙H形成为类似梁并由天花板薄壁部C1,侧薄壁部C3等包围。第一 容纳槽41形成在可变形空隙的下面,像凹槽一样沿纵向方向延伸。 第一容纳槽41容纳第一预应力杆43A并向左开口。 第二容纳槽42形成为凹部并沿纵向延伸。 第二壳体槽42容纳第二预应力杆44A并向右开口。 版权所有(C)2006,JPO&NCIPI
    • 6. 发明专利
    • Track structure
    • 履带结构
    • JP2010037754A
    • 2010-02-18
    • JP2008199495
    • 2008-08-01
    • Nippon Kido Kogyo Kk日本軌道工業株式会社
    • NAGAFUJI TAKAHARUNAKAMURA TERUOABE NORITSUGUFUJITA KAZUO
    • E01B9/62
    • PROBLEM TO BE SOLVED: To provide a track structure capable of preventing the occurrence of pedestrian's injury due to pedestrian's foot or a wheel of bicycle or the like being caught into a recessed part in a track foundation provided with rails on it and an accident caused by obstruction or the like of train running due to an obstacle such as a tree branch or the like entering the recessed part in the track foundation in a railroad crossing or the like, preventing the occurrence of noise due to vibration of the rails while a train runs furthermore, facilitating replacement of the rails and retightening of bolts, and achieving its construction in a short time. SOLUTION: In this track structure constituted by laying the rails 3 in the recessed part 2 formed in the track foundation 1, the rails 3 are fixed in the recessed part 2 through rail fastening means 5, and a blocking member 9 made of resin is put in the recessed part 2 in which the rails 3 are constructed. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种轨道结构,其能够防止由于行人脚或自行车等的轮子被卡在设置有轨道的轨道基座中的凹部中而引起的行人伤害,以及 由于诸如树枝等的障碍物在轨道交叉点等中进入凹陷部分的障碍物引起的列车行驶等导致的事故,防止由于轨道的振动引起的噪音的发生同时 另外还有一列火车,方便更换轨道,重新拧紧螺栓,并在短时间内实现其施工。 解决方案:在通过将导轨3设置在形成在轨道基座1中的凹部2中构成的轨道结构中,轨道3通过轨道固定装置5固定在凹部2中,并且阻挡构件9由 树脂被放置在其中构成轨道3的凹部2中。 版权所有(C)2010,JPO&INPIT
    • 7. 发明专利
    • Wheelchair fall and run-off preventive railroad crossing pavement structure, wheelchair fall and run-off preventive railroad crossing pavement member and railroad crossing pavement method
    • 车轮落地和行驶预防轨道交叉布置结构,车轮落地和行驶预防性轨道交叉摊铺成员和铁路交叉摊铺方法
    • JP2005220596A
    • 2005-08-18
    • JP2004028914
    • 2004-02-05
    • Nippon Kido Kogyo Kk日本軌道工業株式会社
    • FUKUDA TAKEJINAGAFUJI TAKAHARU
    • E01C9/04
    • PROBLEM TO BE SOLVED: To provide a wheelchair fall and run-off preventive railroad crossing pavement structure capable of preventing the fall and run-off of a wheelchair to the railroad line side, by supporting spontaneous return to a sidewalk by warning a danger when a passenger by the wheelchair intrudes in a passage improper part of a railroad crossing.
      SOLUTION: Since a recess-projection part composed of a substantially parallel projection strip 31a and a groove 32a is formed on a passing improper surface positioned outside the sidewalk in a road in the railroad crossing among the surface of a wheelchair fall and run-off preventive end block 15A and forming the surface of the passage improper part being a place improper for the passage of the wheelchair due to having the possibility of falling to the railroad line side when the wheelchair for a physically disabled person passes, when the wheelchair passes through the passage improper part, a danger such as run-off can be warned by generating vibration. Since a fall and run-off preventive wall 33 for vertically projecting upward in a substantially side wall shape is arranged on a first outer edge E1 on the railroad line side of the passage improper part, the fall and run-off of the wheelchair to the railroad line side can be prevented.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种能够防止轮椅向铁路线侧倒下和流出的轮椅坠落和径流防止铁路路面结构,通过警告自动返回人行道 乘坐轮椅的乘客进入铁路十字路口的不正确部位时,遇到危险。 解决方案:由于在大致平行的突出条31a和凹槽32a之间形成的凹凸部分形成在位于轮椅坠落和跑步表面之间的铁路道口的道路的人行道外侧的通过不适当的表面上 防止端子块15A,并且形成通道不正确部分的表面,这是当轮椅用于残疾人通过时由于有可能落入铁路线侧而不适合于轮椅通过的地方,当轮椅 通过通道不正确的部分,可以通过产生振动来警告诸如径流的危险。 由于在通道不正确部分的铁路线侧的第一外缘E1上设置有用于在大致侧壁形状上向上垂直突出的防倒下壁33,所以轮椅的下降和径流到 可以防止铁路线路侧。 版权所有(C)2005,JPO&NCIPI
    • 10. 发明专利
    • Rail emergency treatment device of slab track and rail emergency treatment method of slab track
    • 斜拉索的铁路应急处理装置和铁路紧急处理方法
    • JP2006152755A
    • 2006-06-15
    • JP2004348836
    • 2004-12-01
    • Nippon Kido Kogyo KkWest Japan Railway Co日本軌道工業株式会社西日本旅客鉄道株式会社
    • MAEDA HIROAKIFUKUDA TAKEJINAGAFUJI TAKAHARUKIRISHIKI KEISUKEMIYAKE KAZUO
    • E01B11/18
    • 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
    • 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