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61. 发明专利

JP6046479B2 連接軌道ブロック、及び、連接軌道ブロック支持用工事桁の架設方法有权
标题翻译：连接轨道块，并且，连接的施工数字勃起方法轨道块支持
公开(公告)号：JP6046479B2
公开(公告)日：2016-12-14
申请号：JP2012275427
申请日：2012-12-18
申请人：鹿島建設株式会社 , 日本軌道工業株式会社 , 京浜急行電鉄株式会社
发明人：根岸範明 , 板橋信男 , 櫻井憲司 , 藤田和男 , 新保貴光
IPC分类号： E01C9/04 , E01B3/40

62. 发明专利

JP2009235674A Insulating coating reinforcement material embedded in concrete, and manufacturing method therefor 审中-公开
标题翻译：绝缘涂料加固混凝土中的材料及其制造方法
公开(公告)号：JP2009235674A
公开(公告)日：2009-10-15
申请号：JP2008079218
申请日：2008-03-25
申请人： Hien Electric Industries Ltd , Oriental Shiraishi Corp , オリエンタル白石株式会社 , ヒエン電工株式会社
发明人： WU CHENGNING , TEZUKA MASAMICHI , KAIZU MASAAKI , CHIGIRI KAZUYOSHI
IPC分类号： E04C5/01 , E01B3/40 , E04B1/92 , E04C5/03
摘要： PROBLEM TO BE SOLVED: To provide an insulating coating reinforcement material embedded in concrete which is electrically insulated and coated with a coating layer formed of an electric insulating material with high electric insulation performance, and a manufacturing method for the insulating coating reinforcement material.
SOLUTION: A conductive reinforcement material for the concrete such as round steel and a deformed reinforcing bar which is arranged in a state of being embedded in the concrete is coated with the electric insulating material so as to form the coating layer 13 formed of the electric insulating material, and a surface of the coating layer 13 is roughened. The insulating coating reinforcement material 33 embedded in the concrete is manufactured by the manufacturing method.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种嵌入混凝土中的绝缘涂层增强材料，该绝缘涂层增强材料是电绝缘的并且涂覆有由具有高电绝缘性能的电绝缘材料形成的涂层，以及用于绝缘涂层增强材料的制造方法。解决方案：用于混凝土的导电增强材料，例如圆钢和以嵌入混凝土的状态布置的变形钢筋，涂覆有电绝缘材料，以形成由电绝缘材料和涂层13的表面被粗糙化。通过制造方法制造嵌入混凝土中的绝缘涂层增强材料33。版权所有（C）2010，JPO＆INPIT

63. 发明专利

JP3975082B2 Laying method of connecting sleepers 有权
公开(公告)号：JP3975082B2
公开(公告)日：2007-09-12
申请号：JP2001384941
申请日：2001-12-18
申请人：積水化学工業株式会社
发明人：国昭大西 , 拓哉河原 , 勇治石島 , 六治辻畑
IPC分类号： E01B3/48 , E01B3/38 , E01B3/40

64. 发明专利

JP2005535813A It rose stress trajectories and their preparation 审中-公开
公开(公告)号：JP2005535813A
公开(公告)日：2005-11-24
申请号：JP2004530111
申请日：2003-08-08
申请人：プフライデレルインフラストルクチュアテヒニクゲーエムベーハーウントコンパニイカーゲーPfleiderer Infrastrukturtechnik GmbH & Co. KG
发明人：モールウインフリード , コバルスキマルチン
IPC分类号： E01B3/40 , E01B1/00 , E01B2/00
CPC分类号： E01B2/003 , E01B1/007 , E01B2204/13
摘要：本発明は、路盤（１）の上に設置されるコンクリート製スラブ（２）に敷き込まれていて、スラブの設置の前に軌道方向を横切って位置決めされたまくらぎ（３）を備えている、例えば、国際的に知られているRheda２０００システムのようなバラストレス軌道、特に、橋梁のような道路付随構築物に関する。スラブと路盤とは、好ましくは位置決めのときに使われ、パイプ（５）で構成されている支えにより互いに連結されている。このパイプは路盤とスラブとの間の分離面において分割されており、それらのパイプ片は填充コンクリートにより連結され、その填充コンクリートは、路盤上のスラブの少なくとも抑制された移動を可能にする。

65. 发明专利

JP2005068656A Base gap multi-layer filling bearing method for construction of railway track 有权
标题翻译：用于构造铁路轨道的基准多层填充轴承方法
公开(公告)号：JP2005068656A
公开(公告)日：2005-03-17
申请号：JP2003208812
申请日：2003-08-26
申请人： Central Japan Railway Co , Railway Technical Res Inst , 東海旅客鉄道株式会社 , 財団法人鉄道総合技術研究所
发明人： UENO MAKOTO , URABE MASAO , YAMAZAKI MIKIO , MINE YUKIHISA
IPC分类号： E01B26/00 , E01B3/40 , E01B25/30
摘要： PROBLEM TO BE SOLVED: To provide a base gap multi-layer filling bearing method for construction of a railway track capable of using an existing filler without modification, reducing construction costs, and avoiding problems with industrial waste treatment caused by the removal of the existing filler.
SOLUTION: In this method, a filling bag 9 in which a CA milk 10 is filled overlappingly onto the existing filled filler 2 is installed on the side wall bottom surface 1C of a guide way structure.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于构建能够使用现有填料而不改变的铁路轨道的基座间隙多层填充轴承方法，降低施工成本，并避免由于移除引起的工业废物处理的问题现有填料。解决方案：在该方法中，将CA奶10重叠地填充到现有填充填料2上的填充袋9安装在导向结构的侧壁底面1C上。版权所有（C）2005，JPO＆NCIPI

66. 发明专利

JP2005016081A Sleeper fixing method and fixed construction 有权
标题翻译：睡眠者固定方法和固定结构
公开(公告)号：JP2005016081A
公开(公告)日：2005-01-20
申请号：JP2003180086
申请日：2003-06-24
申请人： Sekisui Chem Co Ltd , 積水化学工業株式会社
发明人： ONISHI KUNIAKI , IMAMURA MASANOBU
IPC分类号： E01B3/00 , E01B3/14 , E01B3/40
摘要： PROBLEM TO BE SOLVED: To provide a sleeper fixing method and a fixing structure capable of easily replacing for future sleepers when a sleeper is fixed to the slab through a filler. SOLUTION: A protection member 3 is provided between the sleeper 1 and the slab 5. The protection member 3 has an outer diameter large enough to completely cover the opening of a fixing part 100, when fastening a T-bolt 2 ( fastening member), the bottom face of the protection member 3 and the upper face 5a of the slab 5 are completely stuck closely to close the fixing part 10. Hence, when the filler 7 is poured in between the sleeper 1 and the slab 5, the filler 7 does not intrude in the fixing part 10, and the front end 22 of the T-bolt 2 is not firmly fixed in the fixing part 10. Accordingly, in the future exchanging work of the sleepers, the T-bolt 2 can be drawn by a usual operation without excessive load. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种轨枕固定方法和固定结构，当轨枕通过填料固定到板坯时，能够容易地替换未来的轨枕。解决方案：保护构件3设置在轨枕1和平板5之间。保护构件3具有足够大的外径以完全覆盖固定部100的开口，当紧固T形螺栓2（紧固构件），保护构件3的底面和板坯5的上表面5a完全粘合紧密以关闭固定部10.因此，当填料7注入到轨枕1和板5之间时，填料7不会侵入固定部分10中，并且T型螺栓2的前端22没有牢固地固定在固定部分10中。因此，在将来的轨枕的交换工作中，T型螺栓2可以是通过通常的操作而不会过载。版权所有（C）2005，JPO＆NCIPI

67. 发明专利

JP2004270249A Sleeper used for directly connected track 有权
公开(公告)号：JP2004270249A
公开(公告)日：2004-09-30
申请号：JP2003061159
申请日：2003-03-07
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： ISHIBASHI TADAYOSHI
IPC分类号： E01B1/00 , E01B3/40 , E01B3/46
摘要： PROBLEM TO BE SOLVED: To provide a sleeper used for a directly connected track capable of facilitating the change of sleepers because there is no need to lift up rails in the directly connected track.
SOLUTION: The sleeper used for the directly connected track is so constituted that a block (2) formed only directly under the rail is connected with a joint material (3) capable of being divided or removed.
COPYRIGHT: (C)2004,JPO&NCIPI

68. 发明专利

JP2003511586A 失效
公开(公告)号：JP2003511586A
公开(公告)日：2003-03-25
申请号：JP2001528261
申请日：2000-09-20
IPC分类号： E01B3/28 , E01B3/34 , E01B3/40 , E01B29/00

69. 发明专利

JPH05222701A LABOR SAVING FRAME TYPE TRACK STRUCTURE 失效
公开(公告)号：JPH05222701A
公开(公告)日：1993-08-31
申请号：JP2407292
申请日：1992-02-10
申请人： TOKAI RYOKAKU TETSUDO KK
发明人： ISOURA KATSUTOSHI , YAMAMOTO YOSHIHIRO , KARASAWA TORU , TANMA YASUO
IPC分类号： E01B3/00 , E01B3/40
摘要： PURPOSE:To provide a structure which can quickly and accurately be install with the same inclination, has members capable of being disassembled in case of breakage and being easily mounted or dismounted, and can easily be manufactured, assembled, installed, and renewed in the future. CONSTITUTION:A pair of long members 1, 3 are placed under each rail 9 in such a manner that the members face to each other. Engaging members 1a, 1b. 3a, 3b, which are projected against the long members and which engage each other, are placed at both ends of the long members 1, 3 which are engaged with each other by the engaging members. The engaging embers 1a, 1b, 3a, 3b, which are engaged with each other, are penetrated by a precast steel bar 7, so that the engaging members 1a, 1b, 3a, 3b are fixed among themselves. In addition, in order to prevent the horizontal movement of the pair of the long members 1, 3, a fixed intrusion 5 or a stopper 19 is installed in an elevated bridge 11, so that the pair of the long members 1, 3 are fixed.

70. 发明专利

JPH01271501A CONSTRUCTION METHOD OF CONCRETE SLAB TRACK 失效
公开(公告)号：JPH01271501A
公开(公告)日：1989-10-30
申请号：JP9808888
申请日：1988-04-22
申请人： NIPPON TETSUDO KENSETSU KODAN , TOA DORO KOGYO KK
发明人： KOBAYASHI SHOICHI , HAGA OSAMU , HARADA YUTAKA , SUZUKI KISHO
IPC分类号： E01B1/00 , E01B3/24 , E01B3/40 , E01B37/00
摘要： PURPOSE:To dispense with any construction of mold by arranging a filling bag on roadbed concrete, on which a mold track slab is placed, laying a rail on the slab just above the filling bag, and filling loading material into the bag. CONSTITUTION:A roadbed concrete 8 is positioned on the concrete bottom plate 1 by a interlocking protrusion 15, and a mold track slab 12 is installed on the concrete roadbed 8 through a filling bag filled with loading material. Then, the mold track slab 12 is sustained at a specified level by filling the loading material into the filling bag, and the concrete bottom plate 1 and the mold track slab 12 are integrated by filling the loading material between the mold track slab 12 and the interlocking protrusion 15 of the concrete bottom plate 1. Further, the concrete slab track is constructed on the mold track slab 12 by installing the rail 5 just above the filling bag. The filling of loading material is thus possible without any mold.

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