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1. 发明专利

JP2006283316A Track slab 审中-公开
标题翻译：履带板
公开(公告)号：JP2006283316A
公开(公告)日：2006-10-19
申请号：JP2005101968
申请日：2005-03-31
申请人： Hokubu Consultant Kk , Railway Technical Res Inst , 北武コンサルタント株式会社 , 財団法人鉄道総合技術研究所
发明人： SEKINE ETSUO , HORIIKE TAKAHIRO , TAKAHASHI TAKAKURA , WATANABE TADATOMO
IPC分类号： E01B37/00
摘要： PROBLEM TO BE SOLVED: To provide a track slab which facilitates removal and exchange of rails.
SOLUTION: The track slab 1 has a structure in which precast plates 3, 5, 7 are connected together in series. The precast plate 3 and the precast plate 5 are secured to each other by securing pins 29a, 29b, 29c, and the precast plate 5 and the precast plate 7 are secured to each other by securing pins 31a, 31b, 31c. When the track slab 1 is set on a slab track, the precast plates 3, 5, 7 are set on the slab track separately from each other, and thereafter they are connected together.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供有助于移除和更换轨道的轨道板。解决方案：轨道板1具有其中预制板3,5,7串联在一起的结构。预制板3和预制板5通过固定销29a，29b，29c和预制板5彼此固定，并且预制板7通过固定销31a，31b，31c彼此固定。当轨道板1设置在板坯轨道上时，将预制板3,5,7彼此分开地设置在板坯轨道上，然后将它们连接在一起。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2005133416A Sleeper for crushed-stone ballast 有权
标题翻译：破碎石堡垒
公开(公告)号：JP2005133416A
公开(公告)日：2005-05-26
申请号：JP2003370305
申请日：2003-10-30
申请人： Railway Technical Res Inst , Tetsudo Kizai Kogyo Kk , 財団法人鉄道総合技術研究所 , 鉄道軌材工業株式会社
发明人： HORIIKE TAKAHIRO , ARAI EIICHI
IPC分类号： E01B3/28
摘要： PROBLEM TO BE SOLVED: To provide a sleeper for crushed-stone ballast suitable for labor-saving track, dispensing with maintenance over a long period of time and reducing noise.
SOLUTION: This sleeper 10 is provided with a ballast placing face 14 placed on crushed stones, and a rail laying face 16 for fixing a rail. The sleeper 10 is provided with enlarged heads 22 on the end side rather than rail fastening devices 20. The cross-sectional shape of the enlarged head 22 is substantially rectangular, and the width of a bottom face is almost equal to the width of an upper face. Load applied to the sleeper 10 is applied to the crushed stones from the wide ballast placing face and dispersed. Noise during the travel of rolling stock is reflected only by the narrow rail laying face. The upper face of the enlarged head has the same width as the ballast placing face, and crushed stone compacting work can be performed on the basis of the enlarged heads.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供适用于省力轨道的碎石镇流器的卧铺机，长时间保养，减少噪音。解决方案：该枕木10设置有放置在碎石头上的压载放置面14和用于固定轨道的导轨铺设面16。轨枕10在端侧设置有扩大的头部22，而不是轨道紧固装置20.扩大的头部22的横截面形状基本上是矩形的，并且底面的宽度几乎等于上部的宽度面对。施加到枕木10的载荷从广泛的压载放置面施加到碎石上并分散。机车车辆行驶过程中的噪音仅由窄轨道铺设面反映。扩大头部的上表面具有与压载放置面相同的宽度，并且可以基于扩大的头部进行压碎石压实加工。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2003041501A Track directly joined to asphalt base and method of constructing the same 有权
标题翻译：轨道直接连接到沥青基座及其构造方法
公开(公告)号：JP2003041501A
公开(公告)日：2003-02-13
申请号：JP2001233259
申请日：2001-08-01
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： ANDO KATSUTOSHI , HORIIKE TAKAHIRO , MOMOTANI YOSHITSUGU
IPC分类号： E01B2/00 , E01B1/00 , E01B3/34
摘要： PROBLEM TO BE SOLVED: To avoid the irregularity of a track by stably supporting ties.
SOLUTION: The track includes an asphalt base 15 provided on a subgrade 11 and ties 19 laid on the asphalt base 15. Both sides of the asphalt base 15 corresponding to both ends of the tie 19 are raised to form shoulder parts 17a and 17a, with both ends of the tie 19 supported between both shoulder parts 17a and 17a. The space 21 between the asphalt base 15 and the tie 19 is filled with a filler 22. The filler 22 is adapted to support the tie 19 and is made of, for example, CA mortar.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：通过稳定地支撑关系来避免轨道的不规则。解决方案：轨道包括设置在路基11上的沥青基座15和布置在沥青基座15上的连接件19.对应于连接件19两端的沥青基座15的两侧被升高以形成肩部17a和17a，连接件19的两端支撑在两个肩部17a和17a之间。沥青基座15和连接件19之间的空间21填充有填料22.填料22适于支撑连接件19，并由例如CA砂浆制成。

4. 发明专利

JP2011106210A Elastic crossbar and method for attaching crossbar elastic material 有权
标题翻译：用于连接交叉弹性材料的弹性横梁和方法
公开(公告)号：JP2011106210A
公开(公告)日：2011-06-02
申请号：JP2009264295
申请日：2009-11-19
申请人： Railway Technical Res Inst , Tetsudo Kizai Kogyo Kk , 財団法人鉄道総合技術研究所 , 鉄道軌材工業株式会社
发明人： TANAKA HIROBUMI , HORIIKE TAKAHIRO
IPC分类号： E01B3/46 , E01B3/28
摘要： PROBLEM TO BE SOLVED: To provide an elastic crossbar allowing the lateral displacement of a track panel in the direction of crossing a rail, and a method for attaching a crossbar elastic material.
SOLUTION: The elastic crossbar includes a crossbar body (11) crossing rails (R1, R2), and elastic materials (12A, 12B, 13A, 13B) which are attached to the end faces (11a1, 11b1) of the crossbar body (11) in the direction of crossing the rails (R1, R2) and have an elastic modulus smaller than that of the crossbar body (11).
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供允许轨道板在横向轨道的方向上的横向位移的弹性横杆以及用于连接横梁弹性材料的方法。解决方案：弹性横杆包括横梁（R1，R2）和横梁的端面（11a1，11b1）上的弹性材料（12A，12B，13A，13B）主体（11）在横过轨道（R1，R2）的方向上具有小于横杆本体（11）的弹性模量。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2008274666A Anchoring part, insert and insert anchoring method 审中-公开
标题翻译：锚固部分，插入和插入锚固方法
公开(公告)号：JP2008274666A
公开(公告)日：2008-11-13
申请号：JP2007120499
申请日：2007-05-01
申请人： Kowa Kasei Kk , Railway Technical Res Inst , Tetsudo Kizai Kogyo Kk , 興和化成株式会社 , 財団法人鉄道総合技術研究所 , 鉄道軌材工業株式会社
发明人： HORIIKE TAKAHIRO , ETO HITOSHI , HACHISUGA KIYOSHI
IPC分类号： E04B1/41
摘要： PROBLEM TO BE SOLVED: To provide an anchoring part having high stability for increasing yield strength in the rotational direction.
SOLUTION: This anchoring part has a rotation preventive part 13 on an outside surface 10a of an insert 10, and has a rotation preventive hole 14 in a hole wall 11a of a drilled hole 11, and allows a base material 6 and a filler 12 to abut in the same rotational direction as a bolt threadedly attached to the insert 10, and has the rotation preventive hole 14 in a position corresponding to the rotation preventive part 13 of the hole wall 11a of the drilled hole 11. The rotation preventive part 13 is arranged in the rotation preventive hole 14, and there is a case where the base material 6 and the rotation preventive part 13 are opposed in the same rotational direction as the bolt via the filler 12.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有高稳定性的锚固部件，用于提高旋转方向的屈服强度。解决方案：该固定部件在插入件10的外表面10a上具有防旋转部分13，并且在钻孔11的孔壁11a中具有旋转防止孔14，并且允许基材6和填料12沿与螺纹连接在插入件10上的螺栓相同的旋转方向抵接，并且将旋转防止孔14设置在与钻孔11的孔壁11a的旋转防止部13对应的位置。部分13布置在旋转防止孔14中，并且存在基材6和防旋转部13通过填料12沿与螺栓相同的旋转方向相对的壳体。（C） 2009年，日本特许厅和INPIT

6. 发明专利

JP2005282269A Construction method for measure against depression of rail joint of ballasted track, and pad structure of rail joint part 有权
标题翻译：用于测量轨道轨道接合阻力的测量方法和轨道接头部分的结构
公开(公告)号：JP2005282269A
公开(公告)日：2005-10-13
申请号：JP2004100934
申请日：2004-03-30
申请人： Aren:Kk , Fukoku Co Ltd , Railway Technical Res Inst , 株式会社アレン , 株式会社フコク , 財団法人鉄道総合技術研究所
发明人： HORIIKE TAKAHIRO , OZAWA HAJIME , MURAKAMI KAZUYOSHI
IPC分类号： E01B9/68
摘要： PROBLEM TO BE SOLVED: To provide a construction method for measures against the depression of a rail joint of a ballasted track, which can take gradual restoration measures against the depression of a rail by equipping a rail joint part with a gradual restoration means, which can reduce maintenance work, which can keep a lid on cost required for the maintenance work and which can improve riding comfort, and a pad structure of the rail joint part.
SOLUTION: In this construction method for the measures against the depression of a rail joint of the ballasted track, a resin-filled bag 4 and a sleeper mat 5 are laid on the undersurface of a sleeper 3A of the rail joint part; sleeper mats 10 are laid on the undersurface of front and rear sleepers 3B adjacent to the sleeper 3A of the rail joint part; a resin-filled bag 11 is laid between top surfaces of the front and rear sleepers 3B and an undersurface a rail tie plate 6; and the riding comfort is improved by taking the gradual restoration measures against the depression of the rail joint part by the action of gradually restoring the depression of the rail joint part and the rails in the front and rear of the rail joint part to an original state.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种抵抗压载轨道的轨道接头的抑制措施的施工方法，该施工方法可以通过将轨道接头部件装备有逐渐恢复装置来对轨道的凹陷采取逐步恢复措施，这可以减少维护工作，这可以保持维护工作所需的成本并且可以提高乘坐舒适性，以及轨道接头部分的衬垫结构。解决方案：在这种抵抗压载轨道的轨道接头凹陷的措施的施工方法中，将树脂填充袋4和轨枕垫5放置在轨道接头部分的轨枕3A的下表面上; 卧铺垫10放置在与轨道接头部分的轨枕3A相邻的前后轨枕3B的下表面上; 树脂填充袋11被放置在前枕木3B和后枕木3B的顶表面和下表面之间，轨道板6; 通过逐渐恢复轨道接头部分的凹陷和轨道接头部分的前后的轨道到原始状态的作用，通过采取对轨道接头部分的凹陷的逐渐恢复措施来改善乘坐舒适性。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2005090106A Ballast subsidence suppressing sleeper 审中-公开
标题翻译： BALLAST SUBSIDITY SUPPRESSING SLEEPER
公开(公告)号：JP2005090106A
公开(公告)日：2005-04-07
申请号：JP2003325899
申请日：2003-09-18
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： HORIIKE TAKAHIRO , NAMURA AKIRA
IPC分类号： E01B3/00 , E01B3/46
摘要： PROBLEM TO BE SOLVED: To provide a ballast subsidence suppressing sleeper which is for use in a ballasted track, and suppresses track subsidence due to the repeated application of a load to the ballasted track by minimizing the deformation of the sleeper. SOLUTION: The ballast subsidence suppressing sleeper 3 is for use in the ballasted track, and has protrusions 4 formed on the bottom surface thereof at both ends in order to minimize the deformation of the sleeper 3 due the to repeated application of a load to the ballasted track. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于压载轨道的压载沉降抑制轨枕，并且通过最小化轨枕的变形来抑制由于重复施加负载到压载轨道的轨道沉降。解决方案：镇流器沉降抑制轨枕3用于压载轨道，并且在两端的底表面上形成有突起4，以便最小化由于重复施加负载而导致的轨枕3的变形到镇压轨道。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2003013402A Pad and construction method for elasticizing track 有权
标题翻译：用于弹性纤维的垫和构造方法
公开(公告)号：JP2003013402A
公开(公告)日：2003-01-15
申请号：JP2001203065
申请日：2001-07-04
申请人： Aren:Kk , Railway Technical Res Inst , Shinto Paint Co Ltd , 株式会社アレン , 神東塗料株式会社 , 財団法人鉄道総合技術研究所
发明人： OZAWA HAJIME , OTA MINORU , YAMAMOTO FUMIO , MURATA YOSHITAKA , ANDO KATSUTOSHI , HORIIKE TAKAHIRO , NAGATO HIROSHI , MUKAI AKIRA
IPC分类号： E01B9/68 , E01B37/00 , F16F15/08
摘要： PROBLEM TO BE SOLVED: To provide a pad and a construction method for elasticizing a track, which allow effective repair of places of various failures occurring on the track due to a decrease in elastic bearing capacity, which exert an effective influence on a reduction in maintenance work and an improvement in riding comfort, and which easily establish track maintenance at a low cost. SOLUTION: The pad 15 for elasticizing the track, which is used for the construction method for elasticizing the track, is equipped with a bag-shaped pad body wherein at least a part on the side of a top surface has permeability and wherein at least the side of an under surface has impermeability, an elasticity adjusting material which is composed of small pieces of a polymer elastic material presealed in the pad body in a state of uniform dispersion, and a resin injection part wherein a curable elastic resin material is post-injected, in a pressurized state, into the pad body inserted on the side of a bottom of a tie.
摘要翻译：要解决的问题：提供一种用于弹性化轨道的垫和施工方法，其能够有效地修复由于弹性承载能力的降低而在轨道上发生的各种故障的位置，这对减少维护起到有效的影响工作和骑行舒适度的改善，并且以低成本容易地建立轨道维护。解决方案：用于弹性化轨道的施工方法的用于弹性化轨道的垫15装备有袋状垫体，其中顶表面侧的至少一部分具有渗透性，并且其中至少下表面的一侧具有不渗透性，弹性调节材料由均匀分散状态的在垫体中露出的聚合物弹性材料的小片组成，以及树脂注射部分，其中后固化的弹性树脂材料在加压状态下进入插入扎带底部一侧的垫体内。

9. 发明专利

JP2003261901A DIRECT-COUPLED TRACK STRUCTURE 审中-公开
公开(公告)号：JP2003261901A
公开(公告)日：2003-09-19
申请号：JP2002066702
申请日：2002-03-12
申请人： JAPAN RAILWAY CONSTRUCTION PUB , RAILWAY TECHNICAL RES INST , HOKUBU CONSULTANT KK , TEKKEN CONSTR CO
发明人： SUGIMATA MASAYUKI , NAKAHARA SATORU , ANDO KATSUTOSHI , HORIIKE TAKAHIRO , MUKAI AKIRA , WATANABE TADATOMO , MATSUOKA SHIGERU
IPC分类号： E01B1/00 , E01B37/00
摘要： PROBLEM TO BE SOLVED: To provide a direct-coupled track structure in which the fatigue strength of a subbase course composed of a cement curable material is increased by optimizing the mixing ratio of short fibers and the breakdown of the subbase course can be prevented. SOLUTION: In the direct-coupled track structure in which a section between a concrete floor slab 1 and a sleeper 2 is connected by the subbase course 3 consisting of the cement curable material such as concrete, mortar or the like, the short fibers at a volume ratio of 1 to 5% are mixed in the cement curable material constituting the subbase course 3. When the mixing ratio of the short fibers is set in 1% or more, the tensile stress of concrete or mortar is suddenly reduced temporarily immediately after the generation of a crack but it is changed abruptly into an increase temporarily, thus augmenting fatigue strength. COPYRIGHT: (C)2003,JPO

10. 发明专利

JPH11336001A SLEEPER AND TRACK STRUCTURE USING IT 失效
公开(公告)号：JPH11336001A
公开(公告)日：1999-12-07
申请号：JP14085398
申请日：1998-05-22
申请人： NISHINIPPON RYOKAKU TETSUDO KK , RAILWAY TECHNICAL RES INST , HOKUBU CONSULTANT KK
发明人： TOKUOKA KENZO , OKAMURA YASUHIRO , HANDA SHINICHI , IDE TORASABURO , ANDO KATSUTOSHI , HORIIKE TAKAHIRO , TAKAO KENICHI , KUSUDA MASAYUKI , WATANABE TADATOMO
IPC分类号： E01B3/38
摘要： PROBLEM TO BE SOLVED: To increase the track skeleton rigidity of an entire track and prevent uneven settlement between respective sleepers. SOLUTION: Concrete sleeper bodies in which bolts protruding to the same direction with rails are embedded at positions corresponding to the right and left rails are laid in the direction crossing the rails at right angles on the ballast of a ballasted track, and plates 5 are inserted between the bolts 3 protruding from the sleepers to fasten them with nuts 4. Mutual plates 5 of adjacent sleeper bodies 2 are connected to each other by connection members 7 such as I-shaped steel or the like. Then, rails are laid on the sleeper bodies 2 and the entire track composed of the ballast, the sleepers, and the rails is integrally united. In this way, the load of trains can be relievably dispersed to the whole body of these sleepers through the connection members 7, and differential settling (uneven settlement) between respective sleepers can be eliminated and further, the rigidity of the whole track skeleton composed of the ballast, the sleepers, and the rails is increased.

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