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1. 发明专利

JP2011214398A Derailment time damage preventive adhesive insulating rail 有权
标题翻译： DERAILMENT时间损伤预防粘合绝缘铁
公开(公告)号：JP2011214398A
公开(公告)日：2011-10-27
申请号：JP2011168981
申请日：2011-08-02
申请人： East Japan Railway Co , Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , 東日本旅客鉄道株式会社
发明人： KATAOKA HIROO , DESHIMARU OSAMU , TESHIROGI TAKUYA , ABE NORITSUGU , YOSHIDA KENICHI
IPC分类号： E01B11/42 , E01B11/36
摘要： PROBLEM TO BE SOLVED: To provide a derailment time damage preventive adhesive insulating rail in a simple structure capable of reducing impact when a member of a wheel or a truck hits an end part of a splice plate bolt in case of wheel derailment.SOLUTION: In an adhesive insulating rail provided with a splice plate 12 of a rail and a splice plate bolt 14 for fixing the splice plate 12 to a rail 11 via an adhesive layer, a shock-absorbing member 16 is slidably arranged against the rail 11 at the forward position of the splice plate 12 of the rail.
摘要翻译：要解决的问题：提供一种简单结构的脱轨时间损伤预防粘合绝缘导轨，当车轮脱轨时，当车轮或卡车的部件碰到接合板螺栓的端部时，可以减少冲击。解决方案：设置有轨道的接合板12的粘合绝缘轨道和用于经由粘合剂层将接合板12固定到轨道11的接合板螺栓14，缓冲构件16可滑动地布置在前部的轨道11上导轨的拼接板12的位置。

2. 发明专利

JP2014047569A Joint structure of deviation prevention guard for rail track 有权
标题翻译：联合结构预防轨迹的预防措施
公开(公告)号：JP2014047569A
公开(公告)日：2014-03-17
申请号：JP2012192660
申请日：2012-08-31
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Kyushu Railway Co , 九州旅客鉄道株式会社
发明人： KATAOKA HIROO , NISHINOMIYA YUKI , MOTONO TAKASHI , KONO SHIGERU , NAGAHARA KAZUAKI
IPC分类号： E01B5/18
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a deviation prevention guard for a rail track, capable of easily coping with expansion/contraction of the deviation prevention guard accompanying temperature-dependent expansion/contraction or the like of a bridge girder, and capable of surely preventing irregularity from occurring at a connection part between guard materials in the deviation prevention guard when a train is derailed.SOLUTION: A joint structure of a deviation prevention guard for a rail track comprised of a pair of guard materials 7 and at least one stringer 8 for the guard materials fixed between the pair of guard materials 7 includes: a pair of joint plates 11 arranged astride the inner faces of connection ends of the pair of guard materials 7; and at least one stringer 12 for the joint plates, fixed between the pair of joint plates 11. An end on the upstream side in a train travel direction of each of the pair of joint plates 11 and the guard material 7A on the upstream side in the rain travel direction are not fixed together, while an end on the downstream side in a train travel direction of each of the pair of joint plates 11 and the guard material 7B on the downstream side in the train travel direction are fixed together.
摘要翻译：要解决的问题：为了提供一种用于轨道轨道的偏差防护装置的接合结构，能够容易地应对与桥梁的温度依赖性的扩张/收缩等相应的防偏移防护装置的伸缩，并且能够可靠地防止在列车脱轨时防偏转防护装置中的防护材料之间的连接部分发生不规则。解决方案：用于轨道的防偏转防护装置的接合结构包括一对防护材料7和至少一个固定在一对防护材料7之间的防护材料的纵梁8包括：一对跨接在一对防护材料7的连接端的内表面上的连接板11; 以及至少一个用于接合板的纵梁12，固定在一对接头板11之间。一对接头板11的列车行进方向上游侧的端部和上游侧的保护件7A 雨行驶方向不固定在一起，而在列车行进方向的下游侧的一对接合板11和保护材料7B的列车行进方向的下游侧的端部固定在一起。

3. 发明专利

JP2014047524A Emergency treatment device for transversal crack of rail 审中-公开
标题翻译：用于铁路横断裂的应急处理装置
公开(公告)号：JP2014047524A
公开(公告)日：2014-03-17
申请号：JP2012190771
申请日：2012-08-31
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： KATAOKA HIROO , NISHIDA HIROTAKA , NISHIHARA TAKAHITO
IPC分类号： E01B11/18
摘要： PROBLEM TO BE SOLVED: To provide an emergency treatment device for transversal crack of rail, which improves material quality, suppresses deformation by devising a shape, and has no problem in terms of strength.SOLUTION: An emergency treatment device for transversal crack of rail comprises: side plates 2 respectively arranged on both sides in a direction perpendicular to a rail 1 where breakage occurs; a bottom plate 3 fitted into the side plates 2; and a wedge 4 driven into the bottom plate 3. Carbon steel is used as materials for the side plates 2 and the bottom plate 3, a space part 2A is formed in a central part of each of the side plates 2, and the side plates 2 are fastened to both sides in the direction perpendicular to the rail 1 by driving the wedge 4 into a wedge hole 4A of the bottom plate 3.
摘要翻译：要解决的问题：为了提供轨道的横向裂缝的应急处理装置，其提高材料质量，通过设计形状来抑制变形，并且在强度方面没有问题。解决方案：用于轨道横向裂纹的应急处理装置包括：侧板2分别设置在与导轨1垂直的方向的两侧，其断裂发生; 安装在侧板2中的底板3; 以及被驱动到底板3中的楔4。碳钢用作侧板2和底板3的材料，空间部分2A形成在每个侧板2的中心部分，侧板 2通过将楔块4驱动到底板3的楔形孔4A中，在垂直于轨道1的方向上紧固到两侧。

4. 发明专利

JP2013136902A Method and device for fastening and loosening rail for mechanical construction 有权
标题翻译：用于机械结构的紧固和松弛轨道的方法和装置
公开(公告)号：JP2013136902A
公开(公告)日：2013-07-11
申请号：JP2011288052
申请日：2011-12-28
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Nippon Kido Kogyo Kk , 日本軌道工業株式会社
发明人： KATAOKA HIROO , MOTONO TAKASHI , DESHIMARU SUSUMU , NONAKA MASAYUKI , ABE NORITSUGU , WAKATSUKI OSAMU , TAKAHASHI TAKESHI
IPC分类号： E01B9/44 , E01B5/18
摘要： PROBLEM TO BE SOLVED: To provide a method and a device for fastening and loosening a rail for mechanical construction, which use a fastening spring adapting to the mechanical construction.SOLUTION: In a method for fastening and loosening a rail for mechanical construction, a fastening spring (1) and fasteners (105 and 106) are brought into a loosened state by loosening the fasteners (105 and 106) fastening a rail (104); the fastening spring (1) and the fasteners (105 and 106) are shifted to positions not to hinder replacement of the rail (104), and held in the state of being preset in a tie plate (102); the rail (104) is replaced by a new rail while the fastening spring (1) and the fasteners (105 and 106) are kept in the preset state; and after the fastening spring (1) is pushed into a rail fastening position, the fasteners (105 and 106) are done up so that the new rail can be fastened by the fastening spring (1) and the fasteners (105 and 106).
摘要翻译：要解决的问题：提供一种用于紧固和松动用于机械结构的轨道的方法和装置，其使用适应机械结构的紧固弹簧。解决方案：在用于紧固和松开用于机械结构的轨道的方法中，紧固弹簧（1）和紧固件（105和106）通过松开紧固轨道（104）的紧固件（105和106）而处于松动状态; 紧固弹簧（1）和紧固件（105和106）移动到不妨碍轨道（104）的更换的位置，并且保持在预设在连接板（102）中的状态; 当紧固弹簧（1）和紧固件（105和106）保持在预设状态时，轨道（104）被新的轨道替代; 并且在将紧固弹簧（1）推入轨道紧固位置之后，紧固件（105和106）被完成，使得新的导轨可以通过紧固弹簧（1）和紧固件（105和106）紧固。

5. 发明专利

JP2013136901A Method and device for fastening and loosening rail for mechanical construction 有权
标题翻译：用于机械结构的紧固和松弛轨道的方法和装置
公开(公告)号：JP2013136901A
公开(公告)日：2013-07-11
申请号：JP2011288051
申请日：2011-12-28
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Nippon Kido Kogyo Kk , 日本軌道工業株式会社
发明人： KATAOKA HIROO , MOTONO TAKASHI , DESHIMARU SUSUMU , NONAKA MASAYUKI , ABE NORITSUGU , WAKATSUKI OSAMU , TAKAHASHI TAKESHI
IPC分类号： E01B9/44
摘要： PROBLEM TO BE SOLVED: To provide a method and a device for fastening and loosening a rail, which use a fastening spring and a rail guide adapting to mechanical construction.SOLUTION: In a method for fastening and loosening a rail for mechanized construction, a preset state of a fastening spring 1 and a fastening bolt/nut can be maintained in an area deviating from a position of a rail 104 to be replaced; a rail guide 2 along the rail 104 to be replaced in a maintained state is arranged; a new rail 3 is positioned while being guided by the rail guide 2; and after the removal of the rail guide 2, the fastening spring 1 is fastened by being pushed into the side of the new rail 3 from the preset state of the fastening spring 1 and the fastening bolt/nut.
摘要翻译：要解决的问题：提供一种紧固和松动轨道的方法和装置，其使用紧固弹簧和适于机械结构的轨道导轨。解决方案：在用于机械化结构的轨道的紧固和松动的方法中，预设紧固弹簧1的状态和紧固螺栓/螺母可以保持在偏离待更换的轨道104的位置的区域中; 布置沿着待维护状态的轨道104的导轨2; 新的导轨3被导轨2引导定位; 并且在移除导轨2之后，紧固弹簧1通过从紧固弹簧1和紧固螺栓/螺母的预设状态被推入新导轨3的侧面而被紧固。

6. 发明专利

JP2014205976A 機械施工に対応したレール締結装置用締結ボルトの構造审中-公开
标题翻译：用于铁路固定装置的紧固螺栓结构，机械结构
公开(公告)号：JP2014205976A
公开(公告)日：2014-10-30
申请号：JP2013083113
申请日：2013-04-11
申请人：公益財団法人鉄道総合技術研究所 , Railway Technical Research Institute , 日本軌道工業株式会社 , Nippon Kido Kogyo Kk , 帝国製鋲株式会社 , Teikoku Seibyo Co Ltd
发明人： KATAOKA HIROO , MOTONO TAKASHI , DESHIMARU SUSUMU , NONAKA MASAYUKI , ABE NORITSUGU , WAKATSUKI OSAMU , TAKAHASHI TAKESHI , SUZUKI NORIKAZU
IPC分类号： E01B9/38
摘要：【課題】施工機械で容易に掴むことができ、締結ボルトのタイプレートの締結ボルト支持部内面との接触状態を常に一定とし、プリセット状態でも安定した締結状態を実現することができる、機械施工に対応したレール締結装置用締結ボルトの構造を提供する。【解決手段】機械施工に対応したレール締結装置用締結ボルトの構造において、頭部の側面2を多角形状3となし、施工機械で容易に掴むことができ、確実に固定することを可能とし、かつ底部6にレール側に延長された延長部7を形成し、その底部の上面8に球面の一部からなる球座9を設けた締結ボルト1を備え、この締結ボルト1のタイプレートの締結ボルト支持部内面との接触状態を常に一定とし、プリセット状態でも安定した締結状態を実現するように構成した。【選択図】図1
摘要翻译：要解决的问题：为了提供一种能够被施工机械容易地夹持的轨道紧固装置的紧固螺栓结构，使得紧固螺栓和连接板的紧固螺栓支撑件内表面之间的接触状态总是恒定的，即使在预设状态下也可以实现稳定的紧固状态，并且能够应对机械结构。解决方案：一种用于轨道紧固装置的紧固螺栓结构，用于应对机械结构，其构造方式为：侧面2 紧固螺栓的头部具有多边形3，并且紧固螺栓1被工程机械容易地夹紧并且可以可靠地固定; 在底部6上形成有在轨道侧延伸的延伸部7; 设置有由球形表面的一部分组成的球形支撑件9的紧固螺栓1设置在底部的顶面8上; 并且紧固螺栓1和连接板的紧固螺栓支撑内表面之间的接触状态总是被设置为恒定状态，以便即使在预设状态下也能实现稳定的紧固状态。

7. 发明专利

JP2013234435A Method and device for fastening and loosening rail for mechanical construction 有权
标题翻译：用于机械结构的紧固和松弛轨道的方法和装置
公开(公告)号：JP2013234435A
公开(公告)日：2013-11-21
申请号：JP2012105668
申请日：2012-05-07
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Nippon Kido Kogyo Kk , 日本軌道工業株式会社
发明人： KATAOKA HIROO , MOTONO TAKASHI , DESHIMARU SUSUMU , NONAKA MASAYUKI , ABE NORITSUGU , WAKATSUKI OSAMU , TAKAHASHI TAKESHI
IPC分类号： E01B9/44
摘要： PROBLEM TO BE SOLVED: To provide a method and a device for fastening and loosening a rail for mechanical construction, having a proper shape adapting to mechanical construction.SOLUTION: In the method for fastening and loosening a rail for mechanical construction, a bottom 2 of a fastening bolt 1 is provided with a projection part 3 projecting to a rail 10 side, the projection part 3 is brought into contact with a bottom side face 10A of the rail 10, and a shift amount of the fastening bolt 1 in preset is set, in order for fastening and loosening the rail for mechanical construction.
摘要翻译：要解决的问题：提供一种用于机械结构的轨道的紧固和松动的方法和装置，具有适于机械结构的适当形状。解决方案：在用于机械结构的轨道的紧固和松动的方法中，底部2 紧固螺栓1设置有突出到轨道10侧的突出部3，突出部3与轨道10的底侧面10A接触，并且预先设定的紧固螺栓1的换挡量，以便紧固和松开轨道用于机械结构。

8. 发明专利

JP2013019096A Railway vehicle deviation preventive guard for ground element fault part 有权
标题翻译：铁路车辆偏差预防措施地面元件故障部分
公开(公告)号：JP2013019096A
公开(公告)日：2013-01-31
申请号：JP2011150646
申请日：2011-07-07
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , West Japan Railway Co , 西日本旅客鉄道株式会社 , Sekisui Chem Co Ltd , 積水化学工業株式会社 , Yamato Trackwork System Co Ltd , 大和軌道製造株式会社
发明人： KATAOKA HIROO , MOTONO TAKASHI , NISHINOMIYA YUKI , KUSUDA MASAYUKI , NAKAO YOSHIHIRO , MORI TOSHIHIRO
IPC分类号： E01B26/00 , B61K5/06 , B61L3/02
摘要： PROBLEM TO BE SOLVED: To provide a railway vehicle deviation preventive guard for a ground element fault part, which does not electrically affect a ground element.SOLUTION: The railway vehicle deviation preventive guard for a ground element fault part includes: a ground element 15 arranged between a pair of travel rails 12A and 12B; and an insulating guard structure 16 arranged between the ground element 15 and the travel rails 12A and 12B. The guard structure 16 includes a first guard material 161 in contact with one travel rail and a second guard material 162 in contact with the other travel rail, and the ground element 15 is arranged between the first guard material 161 and the second guard material 162.
摘要翻译：要解决的问题：提供一种不会对接地元件造成电气影响的接地元件故障部件的铁路车辆偏离防护装置。解决方案：用于接地元件故障部件的铁路车辆偏离防护装置包括：布置在一对行进轨道12A和12B之间的接地元件15; 以及布置在接地元件15和行进轨道12A和12B之间的绝缘防护结构16。防护结构16包括与一个行进轨道接触的第一保护材料161和与另一个行进轨道接触的第二保护材料162，并且接地元件15布置在第一防护材料161和第二防护材料162之间。版权所有（C）2013，JPO＆INPIT

9. 发明专利

JP2014015722A Track concrete slab 有权
标题翻译：履带混凝土板
公开(公告)号：JP2014015722A
公开(公告)日：2014-01-30
申请号：JP2012152249
申请日：2012-07-06
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： KATAOKA HIROO , MOTONO TAKASHI , HOSODA MITSURU
IPC分类号： E01B37/00
摘要： PROBLEM TO BE SOLVED: To provide a track concrete slab that includes reinforcement countermeasure work enabling a design of a deviation preventing guard and relaxation of use conditions by reinforcing an end of the track concrete slab by a simple structure.SOLUTION: A track concrete slab includes a track concrete slab body that has a track rail attached to a top surface, and reinforcement countermeasure work that is attached along a longitudinal direction to both side ends of the top surface of the track concrete slab body.
摘要翻译：要解决的问题：提供一种轨道混凝土板，其包括加强对策工作，其能够通过简单的结构加强混凝土轨道的端部，从而设计偏差防护装置和松弛使用条件。解决方案：轨道混凝土板包括轨道混凝土板体，其具有附接到顶面的轨道轨道，以及沿纵向方向附接到轨道混凝土板坯体的顶表面的两个侧端的加强对策作业。

10. 发明专利

JP2007113176A Derailment time damage preventive adhesive insulating rail 有权
标题翻译： DERAILMENT时间损伤预防粘合绝缘铁
公开(公告)号：JP2007113176A
公开(公告)日：2007-05-10
申请号：JP2005302405
申请日：2005-10-18
申请人： East Japan Railway Co , Railway Technical Res Inst , 東日本旅客鉄道株式会社 , 財団法人鉄道総合技術研究所
发明人： KATAOKA HIROO , DESHIMARU SUSUMU , TESHIROGI TAKUYA , ABE NORITSUGU , YOSHIDA KENICHI
IPC分类号： E01B11/54
摘要： PROBLEM TO BE SOLVED: To provide a derailment time damage preventive adhesive insulating rail capable of preventing damage to a splice plate bolt with a simple structure.
SOLUTION: This adhesive insulating rail has a splice plate 2 of a rail and the splice plate bolt 4 for fixing the splice plate 2 to the rail 1 via an adhesive layer 3. The splice plate bolt 4 is protected from a collision of a member of a wheel and a bogie from an external part by forming a collar part 2A of a splice plate 2 upper part of the rail in a cross-sectional shape of expanding in the width direction of the rail 1.
COPYRIGHT: (C)2007,JPO&INPIT

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