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    • 8. 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
    • 9. 发明专利
    • Crossing pavement structure, crossing pavement member, road member for crossing pavement and paving method for crossing
    • 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
    • JP2005163347A
    • 2005-06-23
    • JP2003402439
    • 2003-12-02
    • Nippon Kido Kogyo Kk日本軌道工業株式会社
    • FUKUDA TAKEJINAGAFUJI TAKAHARU
    • E01C9/04E01C5/02E01C5/14E01F9/529E01F9/047
    • 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
    • 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