JP2006089968A - Hybrid traffic system having shared track - Google Patents

Hybrid traffic system having shared track Download PDF

Info

Publication number
JP2006089968A
JP2006089968A JP2004274872A JP2004274872A JP2006089968A JP 2006089968 A JP2006089968 A JP 2006089968A JP 2004274872 A JP2004274872 A JP 2004274872A JP 2004274872 A JP2004274872 A JP 2004274872A JP 2006089968 A JP2006089968 A JP 2006089968A
Authority
JP
Japan
Prior art keywords
shared
traveling
vehicle
traffic system
tire
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2004274872A
Other languages
Japanese (ja)
Other versions
JP4202989B2 (en
Inventor
Hisashi Tarumi
尚志 垂水
Katsuyoshi Kamiyama
且芳 上山
Hajime Wakui
一 涌井
Osamu Murata
修 村田
Tokuji Ichikawa
篤司 市川
Seiichi Tottori
誠一 鳥取
Etsuo Sekine
悦夫 関根
Takashi Tsuchiya
隆司 土屋
Eiichi Maehashi
栄一 前橋
Tetsuo Utsuka
哲夫 兎束
Shigeto Hirakuri
滋人 平栗
Masaru Okamoto
大 岡本
Tsutomu Kawamura
力 川村
Makoto Kito
誠 鬼頭
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Railway Technical Research Institute
Original Assignee
Railway Technical Research Institute
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Railway Technical Research Institute filed Critical Railway Technical Research Institute
Priority to JP2004274872A priority Critical patent/JP4202989B2/en
Publication of JP2006089968A publication Critical patent/JP2006089968A/en
Application granted granted Critical
Publication of JP4202989B2 publication Critical patent/JP4202989B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Platform Screen Doors And Railroad Systems (AREA)
  • Railway Tracks (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a hybrid traffic system having a shared track, which can be constructed and maintained by spending only limited financial resources, imposes only low load thereon, and allows many types of vehicles to travel therethrough. <P>SOLUTION: The hybrid traffic system having the shared track is comprised of a ladder type assembly; sound insulation walls 6A, 6B; and rails 9A, 9B. The ladder type assembly is formed of concrete foundation sections 5A, 5B on which tire track surfaces 7A, 7B are formed in a traveling direction in a manner being opposed to each other; large-diameter conduits 2A, 2B embedded in the concrete foundation sections 5A, 5B, respectively, and arranged in the traveling direction in a manner being opposed to each other; and small-diameter conduits 3 (3A, 3B, etc.) connected to the concrete foundation sections 5A, 5B so as to bridge a gap between the same. The sound insulation walls 6A, 6B are erected from side portions of the concrete foundation sections 5A, 5B, respectively. The rails 9A, 9B are laid on step portions 8A, 8B formed at ends of the tire track surfaces 7A, 7B, respectively. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、限られた財源で建設、維持管理ができるとともに、低負荷で、かつ多種類の車両の利用が可能な共用走行路を有する複合交通システムの構築に関するものである。   The present invention relates to the construction of a composite traffic system that can be constructed and maintained with limited financial resources, has a low load, and can use various types of vehicles.

従来、個々の交通システム、例えば、ガイドウェイバス、LRT(軽量軌道運行システム:Light Rail Transit)、都市鉄道、郊外非電化鉄道などは各地で展開されており、それなりの成果を果たしている。
特許第3545316号公報
Conventionally, individual transportation systems such as guideway buses, LRT (Light Rail Transit System), urban railways, suburban non-electric railways, etc. have been deployed in various places and have achieved their results.
Japanese Patent No. 3545316

しかしながら、上記したような個々の交通システムを融合して、限られた財源で建設、維持管理ができるとともに、低負荷で、かつ多種類の交通システムの車両の利用が可能な複合交通システムの構築については、十分なる展開をみていないのが現状である。   However, it is possible to construct and maintain a complex transportation system that can be built and maintained with limited financial resources, and that can be used with a wide variety of transportation systems, with a low load. However, the current situation is that there has not been enough development.

かかる現状に鑑みて、本願発明者らは、現状ではばらばらに存在している各交通機関を一部地域に集約し、相互乗り入れや同一ホームでの発着及び乗り換えを可能にして利便性を高めるとともに、相互乗り入れにより路線用地確保を容易にする複合交通システムとして、懸垂式モノレールと路面電車とを組み合わせた方式を上記特許文献1として提案した。   In view of the current situation, the inventors of the present application have aggregated various transportation facilities that are presently present in some areas, allowing mutual entry, arrival and departure at the same home and transfer, and improving convenience. As a combined traffic system that facilitates securing land for routes by mutual entry, a system combining a suspended monorail and a tram has been proposed as Patent Document 1 above.

本発明は、上記したかかる複合交通システムを更に発展させて、限られた財源で建設、維持管理ができるとともに、低負荷で、かつ多種類の車両の利用が可能な共用走行路を有する複合交通システムを提供することを目的とする。   The present invention further develops the above-described combined traffic system, and can be constructed and maintained with a limited amount of resources, and has a low load and a common traveling path that can use various types of vehicles. The purpose is to provide a system.

本発明は、上記目的を達成するために、
〔1〕共用走行路を有する複合交通システムにおいて、走行方向に対向して配置されるタイヤ走行路面7A,7Bが形成されるコンクリート基礎部5A,5Bと、このコンクリート基礎部5A,5B内に埋設され走行方向に対向して配置される大径の管路2A,2Bと、前記コンクリート基礎部5A,5B間にかけ渡されるように連結される小径の管路3A,3B,…からなるラダー方式の組立体4と、前記コンクリート基礎部2A,2Bの側部から立ち上げられる遮音壁部6A,6Bと、前記タイヤ走行路面7A,7Bの端部に形成される段部8A,8Bに敷設されるレール9A,9Bとを具備することを特徴とする。
In order to achieve the above object, the present invention provides
[1] In a composite transportation system having a shared traveling road, concrete foundation portions 5A and 5B on which tire traveling road surfaces 7A and 7B arranged opposite to the running direction are formed, and embedded in the concrete foundation portions 5A and 5B. And a ladder system composed of large-diameter pipes 2A, 2B arranged opposite to the traveling direction and small-diameter pipes 3A, 3B,... Connected so as to be bridged between the concrete base portions 5A, 5B. Rails laid on the assembly 4, the sound insulation wall portions 6A and 6B raised from the sides of the concrete foundation portions 2A and 2B, and the step portions 8A and 8B formed at the ends of the tire running road surfaces 7A and 7B. 9A and 9B.

〔2〕上記〔1〕記載の共用走行路を有する複合交通システムにおいて、前記小径の管路間には空間を設定し、前記タイヤ走行路面からの排除物を排出可能にすることを特徴とする。   [2] In the combined traffic system having the shared traveling road described in [1], a space is set between the small-diameter pipes so that the rejected material can be discharged from the tire traveling road surface. .

〔3〕上記〔1〕記載の共用走行路を有する複合交通システムにおいて、前記レールに案内される走行ガイド輪をゴムタイヤシステムの車両に具備することを特徴とする。   [3] In the combined traffic system having the shared traveling road described in [1], a vehicle having a rubber tire system includes travel guide wheels guided by the rail.

〔4〕上記〔1〕記載の共用走行路を有する複合交通システムにおいて、ゴムタイヤシステムの車両の下部の両側面に前記遮音壁部の下部に接触する走行ガイド輪を具備することを特徴とする。   [4] In the combined traffic system having the shared traveling road described in [1], a traveling guide wheel contacting the lower portion of the sound insulating wall portion is provided on both side surfaces of the lower portion of the vehicle of the rubber tire system.

〔5〕上記〔1〕記載の共用走行路を有する複合交通システムにおいて、前記大径の管路内に温水を通じる装置を具備することを特徴とする。   [5] In the combined traffic system having the shared travel route according to [1], a device for passing hot water through the large-diameter pipe is provided.

〔6〕上記〔5〕記載の共用走行路を有する複合交通システムにおいて、前記大径の管路から細管を分岐し、前記タイヤ走行路面に流水する流水装置を具備することを特徴とする。   [6] The combined traffic system having the shared traveling road described in [5] above, further comprising a water flow device for branching a thin tube from the large-diameter pipe and flowing water on the tire traveling road surface.

〔7〕上記〔1〕記載の共用走行路を有する複合交通システムにおいて、前記共用走行路を高架にし、この高架下に矩形筒状の空間を有するプレキャスト構造のブロックを等間隔に配置することを特徴とする。   [7] In the combined traffic system having the shared traveling path according to [1], the shared traveling path is elevated, and blocks of a precast structure having a rectangular cylindrical space under the elevated are arranged at equal intervals. Features.

〔8〕上記〔7〕記載の共用走行路を有する複合交通システムにおいて、前記ブロック内の矩形筒状の空間を自転車、原動機付き二輪車や軽自動車などの置場とすることを特徴とする。   [8] In the combined traffic system having the shared traveling path according to [7], the rectangular cylindrical space in the block is used as a place for a bicycle, a motor-equipped motorcycle or a light vehicle.

〔9〕上記〔7〕記載の共用走行路を有する複合交通システムにおいて、前記ブロック間の高架下の空間を歩行者や通行車の通路とすることを特徴とする。   [9] In the combined traffic system having the shared traveling path described in [7] above, a space under the elevated between the blocks is used as a passage for a pedestrian or a passing vehicle.

〔10〕上記〔1〕記載の共用走行路を有する複合交通システムにおいて、前記小径の管路上にレーンマーカーを配置し、走行車両には磁気センサ及び制御装置を搭載することにより、走行車両の走行方向の案内制御を行うことを特徴とする。   [10] In the combined traffic system having the shared traveling road described in [1] above, a lane marker is disposed on the small-diameter pipe, and the traveling vehicle is equipped with a magnetic sensor and a control device, so that the traveling vehicle travels. Direction guidance control is performed.

本発明によれば、次のような効果を奏することができる。   According to the present invention, the following effects can be achieved.

(1)限られた財源で建設、維持管理ができるとともに、低負荷で、かつ多種類の車両の利用が可能である。   (1) It can be constructed and maintained with limited financial resources, and can be used with many types of vehicles with low load.

また、既存の駅などの鉄道施設、あるいは共用走行路に設けた施設により、各交通システム間の相互乗り換えの利便性を向上させることもできる。   Moreover, the convenience of mutual transfer between each traffic system can also be improved by existing railway facilities such as stations, or facilities provided on a shared traveling route.

(2)天候に合わせて車両の種類を選択して運行させることができる。   (2) The vehicle type can be selected and operated according to the weather.

(3)共用走行路を高架にすることにより、その高架下に設けたプレキャスト構造のブロック内は各種の自転車や二輪車、軽自動車などの置場となし、適当な間隔をあけて設けられたブロック間を歩行者や走行車の通路として利用することができる。   (3) By making the common runway elevated, there is no place for various bicycles, two-wheeled vehicles, light vehicles, etc. in the block of the precast structure provided under the elevated, between the blocks provided at appropriate intervals Can be used as a passage for pedestrians and traveling vehicles.

(4)大径の管路内には温水を流してタイヤ走行路面の保温や整備を行い、または大径の管路から分岐される流水装置によってタイヤ走行路面の清浄化を行うことができる。   (4) Warm water is allowed to flow through the large-diameter pipe to maintain and maintain the tire running road surface, or the tire running road surface can be cleaned by a flowing water device branched from the large-diameter pipe.

(5)小径の管路上にレーンマーカーを配置し、走行車両には磁気センサ及び制御装置を搭載することにより、走行車両の走行方向の案内制御や前後の車両の間隔制御を行うことができる。   (5) By arranging a lane marker on a small-diameter pipe and mounting a magnetic sensor and a control device on the traveling vehicle, it is possible to perform guidance control in the traveling direction of the traveling vehicle and distance control between the front and rear vehicles.

(6)各種の車両の適切な運行ダイヤを組むことにより、本発明の共用走行路を用いて乗客をはじめ、荷物などの運送をも併せて行うことができる。   (6) By constructing appropriate operation schedules for various types of vehicles, it is possible to carry passengers as well as luggage using the shared travel route of the present invention.

共用走行路を有する複合交通システムにおいて、両側に対向するタイヤ走行路面が形成されるコンクリート基礎部と、このコンクリート基礎部内に埋設し走行方向に対向して配置される大径の管路と、この大径の管路間にかけ渡されるように連結される小径の管路からなるラダー方式の組立体と、このコンクリート基礎部の側部から立ち上げられる遮音壁部と、前記タイヤ走行路面の内側隅部に形成される段部に敷設されるレールとを具備する。よって、限られた財源で建設、維持管理ができるとともに、低負荷で、かつ多種類の車両の利用が可能な共用走行路を有する複合交通システムを提供できる。   In a composite transportation system having a shared traveling path, a concrete foundation part on which tire traveling road surfaces facing both sides are formed, a large-diameter pipe line embedded in the concrete foundation part and arranged facing the traveling direction, A ladder-type assembly composed of small-diameter pipes connected so as to be bridged between large-diameter pipes, a sound insulation wall part raised from the side of the concrete foundation part, and an inner corner of the tire running road surface And a rail laid on the step formed. Therefore, it is possible to provide a composite traffic system that can be constructed and maintained with limited financial resources, and has a common traveling path that can use various types of vehicles with low load.

以下、本発明の実施の形態について詳細に説明する。   Hereinafter, embodiments of the present invention will be described in detail.

図1は本発明の実施例を示す複合交通システムの共用走行路の断面模式図、図2はその共用走行路の骨格を作るラダー方式の組立体の模式図、図3はその共用走行路を走行する鉄道車両の模式図、図4はその共用走行路を走行するゴムタイヤシステムの車両(その1)の模式図であり、図4(a)はその正面図、図4(b)はそのゴムタイヤシステムの車両の斜視図である。図5はその共用走行路を走行するゴムタイヤシステムの車両(その2)の模式図、図6は高架に敷設した共用走行路の斜視模式図である。   FIG. 1 is a schematic cross-sectional view of a shared travel route of a composite traffic system showing an embodiment of the present invention, FIG. 2 is a schematic view of a ladder type assembly that forms a skeleton of the shared travel route, and FIG. 3 shows the shared travel route. FIG. 4 is a schematic view of a vehicle (part 1) of a rubber tire system that travels on the common travel path, FIG. 4 (a) is a front view thereof, and FIG. 4 (b) is a rubber tire thereof. It is a perspective view of the vehicle of a system. FIG. 5 is a schematic diagram of a rubber tire system vehicle (No. 2) that travels on the shared traveling road, and FIG. 6 is a schematic perspective view of the shared traveling road laid on the elevated.

まず、共用走行路1は、走行方向に対向して配置される大径の管路(鋼管)2A,2Bと、この大径の管路2A,2B間にかけ渡されるように溶接によって連結される、大径の管路2A,2Bよりは径が小さい小径の管路(鋼管)3(3A,3B,…)からなるラダー方式の組立体4を設け、その大径の管路2A,2Bの部分にコンクリート基礎部5A,5Bとそのコンクリート基礎部5A,5Bから立ち上がる遮音壁部6A,6Bを構築し、コンクリート基礎部5A,5Bの上面にはゴムタイヤシステムの車両のタイヤ走行路面7A,7Bが形成されるとともに、そのタイヤ走行路面7A,7Bの端部に段部8A,8Bが形成され、その段部8A,8Bに、鉄道車両が走行するレール9A,9Bが敷設される。また、10はレーンマーカーであり、所定間隔で配置された小径の管路3(3A,3B,…)上に配置するようにしている。   First, the common travel path 1 is connected by welding so as to span between the large diameter pipes (steel pipes) 2A and 2B arranged opposite to the travel direction and the large diameter pipes 2A and 2B. , A ladder type assembly 4 composed of small-diameter pipes (steel pipes) 3 (3A, 3B,...) Smaller in diameter than the large-diameter pipes 2A and 2B is provided, and the large-diameter pipes 2A and 2B Concrete foundation parts 5A and 5B and sound insulation wall parts 6A and 6B rising from the concrete foundation parts 5A and 5B are constructed in the parts, and tire running road surfaces 7A and 7B of a rubber tire system vehicle are formed on the upper surfaces of the concrete foundation parts 5A and 5B. At the same time, step portions 8A and 8B are formed at the ends of the tire traveling road surfaces 7A and 7B, and rails 9A and 9B on which the railway vehicle travels are laid on the step portions 8A and 8B. Reference numeral 10 denotes a lane marker, which is arranged on small-diameter pipes 3 (3A, 3B,...) Arranged at predetermined intervals.

なお、本発明の共用走行路は、上記に限定されることなく、予め大径の管路(鋼管)2A,2Bが埋設されたコンクリート基礎部5A,5Bを設けておき、その管路(鋼管)2A,2Bを小径の管路(鋼管)3(3A,3B,…)で連結することなく、コンクリート基礎部5A,5Bとの間に小径の管路(鋼管)3(3A,3B,…)を配置したラダー方式の組立体を構築するようにしてもよい。   In addition, the common travel path of the present invention is not limited to the above, and concrete foundations 5A and 5B in which large-diameter pipes (steel pipes) 2A and 2B are embedded are provided in advance. ) 2A and 2B are not connected with small diameter pipes (steel pipes) 3 (3A, 3B,...), And small diameter pipes (steel pipes) 3 (3A, 3B,. ) May be constructed.

そこで、図3に示すように、鉄道車両11の車輪12は共用走行路1に敷設されたレール9A,9B上を走行する。鉄道車両11の底部には磁気センサ13が配置され、その磁気センサ13でレーンマーカー10の情報を読み取って、磁気センサ13に接続される制御装置14で磁気的に走行車両の走行方向を案内制御したり、前後の車両の間隔を検出して間隔制御を行うようにしている。この制御により、無人運転も可能となる。また、その鉄道車両11の走行音は遮音壁部6A,6Bで有効に遮断される。   Therefore, as shown in FIG. 3, the wheels 12 of the railway vehicle 11 travel on rails 9 </ b> A and 9 </ b> B laid on the common travel path 1. A magnetic sensor 13 is disposed at the bottom of the railway vehicle 11. The magnetic sensor 13 reads information on the lane marker 10 and magnetically guides and controls the traveling direction of the traveling vehicle by a control device 14 connected to the magnetic sensor 13. Or the interval control is performed by detecting the interval between the front and rear vehicles. This control also enables unattended operation. Moreover, the running sound of the railway vehicle 11 is effectively blocked by the sound insulation wall portions 6A and 6B.

また、図4に示すように、ゴムタイヤシステムの車両21の場合は、その車両21の先頭部分のバンパー22の下部に昇降自在な支持部23が設けられ、その支持部23に軸受24を有する。その軸受24に支持される回転シャフト25の両端に前記したレール9A,9B上を回転する回転輪26A,26Bを有する走行ガイド輪27が配置される。   As shown in FIG. 4, in the case of a vehicle 21 of a rubber tire system, a support portion 23 that can be moved up and down is provided below a bumper 22 at the head portion of the vehicle 21, and the support portion 23 has a bearing 24. Traveling guide wheels 27 having rotating wheels 26A and 26B rotating on the rails 9A and 9B are disposed at both ends of the rotating shaft 25 supported by the bearing 24.

このように、走行ガイド輪27によってゴムタイヤシステムの車両21の走行はガイドされるが、当然、ゴムタイヤシステムの車両21は電気又は内燃機関によって駆動されるゴムタイヤ28によって走行する。   In this way, the travel of the rubber tire system vehicle 21 is guided by the travel guide wheels 27, but naturally the vehicle 21 of the rubber tire system travels by a rubber tire 28 driven by electricity or an internal combustion engine.

したがって、ゴムタイヤシステムの車両21は走行ガイド輪27によって案内されながら、車両21のタイヤ28によってタイヤ走行路面7A,7B上を安全に走行することができる。   Accordingly, the vehicle 21 of the rubber tire system can safely travel on the tire travel road surfaces 7A and 7B by the tire 28 of the vehicle 21 while being guided by the travel guide wheels 27.

さらに、図5に示すように、走行ガイド輪27に代えてゴムタイヤシステムの車両31の下部の両側面に走行ガイド輪32A,32Bを設け、この走行ガイド輪32A,32Bを遮音壁部6A,6B側面で回転させながらガイドするようにしてもよい。   Further, as shown in FIG. 5, instead of the travel guide wheel 27, travel guide wheels 32A and 32B are provided on both side surfaces of the lower part of the vehicle 31 of the rubber tire system, and the travel guide wheels 32A and 32B are provided on the side surfaces of the sound insulation wall portions 6A and 6B. You may make it guide while rotating.

また、図4,図5に示すように、ゴムタイヤシステムの車両21,31の底部にも磁気センサ29,33が配置され、その磁気センサ29,33でレーンマーカー10の情報を読み取って、制御装置30,34で走行車両の走行方向の案内制御や走行車両の間隔制御を行うようにしている。これにより、無人運転も可能となる。   As shown in FIGS. 4 and 5, magnetic sensors 29 and 33 are also arranged at the bottoms of the vehicles 21 and 31 of the rubber tire system, and information on the lane marker 10 is read by the magnetic sensors 29 and 33 to control the control device. 30 and 34 perform guidance control of the traveling direction of the traveling vehicle and interval control of the traveling vehicle. Thereby, unattended operation is also possible.

このように構成することにより、共用走行路1上には、鉄道車両11及びゴムタイヤシステムの車両21,31のいずれをも走行させることができる。   By comprising in this way, both the rail vehicle 11 and the vehicles 21 and 31 of a rubber tire system can be drive | worked on the common travel path 1. FIG.

図6に示すように、共用走行路1は、高架41上に敷設するようにする。そのために、共用走行路1の下部には矩形筒状の空間43を有するプレキャスト構造のブロック42を等間隔に配置する。それにより、そのブロック42の矩形筒状の空間43内を自転車や二輪車、軽自動車などの置場として利用することができる。また、そのブロック42に隣接するブロック45との間の空間44を歩行者や低負荷の移動体である自転車、二輪車や軽自動車の通行に供することができる。なお、空間44の上部には図示しないが保護網や保護板を配置して、空間44の通行に支障がないようにする。また、共用走行路1には所定間隔でアーチ状の支柱51が配置され、その支柱51の中央に給電用架線52が架設されて、走行する車両への電力の供給を可能にする。   As shown in FIG. 6, the shared traveling road 1 is laid on the elevated 41. For this purpose, precast-structured blocks 42 having a rectangular cylindrical space 43 are arranged at equal intervals in the lower part of the shared traveling path 1. Thereby, the rectangular cylindrical space 43 of the block 42 can be used as a place for a bicycle, a two-wheeled vehicle, a light vehicle, or the like. Moreover, the space 44 between the block 45 adjacent to the block 42 can be used for the passage of a pedestrian, a bicycle, a two-wheeled vehicle, or a light vehicle that is a low-load moving body. Although not shown, a protective net or a protective plate is disposed above the space 44 so that the passage of the space 44 is not hindered. In addition, arch-like columns 51 are arranged at predetermined intervals on the shared traveling road 1, and a power supply overhead line 52 is installed at the center of the columns 51 to enable power supply to the traveling vehicle.

また、共用走行路1を構成するコンクリートとしては、流動性および強度特性に優れたSQC(スーパークオリティコンクリート)を活用し、構造物構築時の施工性を向上させ、安定して高品質な構造物が得られるようにするとともに、SQC構造物の利点を最大限に活かした、軽量かつ構造特性に優れたものとする。その際に、歩行者・自転車や乗用車の通り抜けを妨げることなく、沿線地域の分断の改善を図るために、共用走行路1を高架化することにより、その高架下スペースの有効活用が可能となる。   In addition, as the concrete that constitutes the common runway 1, SQC (Super Quality Concrete), which has excellent fluidity and strength characteristics, is used to improve the workability when constructing the structure, and to provide a stable and high-quality structure. In addition, the light weight and excellent structural characteristics are achieved by making full use of the advantages of the SQC structure. In that case, in order to improve the division of the area along the line without hindering the passage of pedestrians, bicycles and passenger cars, the shared traveling road 1 can be elevated to effectively use the space under the elevated. .

さらに、この共用走行路1はその維持管理を適切に行うことができる構造となっている。すなわち、冬季において、タイヤ走行路面7A,7Bが凍りつくような場合には、大径の管路2A,2B内に温水を流すことにより、タイヤ走行路面7A,7Bの凍結を防ぐことができ、積雪した場合にも積雪を溶かすことができ、その際の流水や流雪はラダー方式の小径の管路3(3A,3B,…)の隣り合う空間部から下方へ流すことができる。また、大径の管路2A,2Bから細管2−1を分岐して細管口2−2から温水などを流す流水装置(図示なし)を設けることができる。   Further, the shared travel path 1 has a structure that can appropriately perform the maintenance. That is, when the tire running road surfaces 7A and 7B are frozen in winter, the tire running road surfaces 7A and 7B can be prevented from freezing by flowing warm water into the large diameter pipes 2A and 2B, and snow is accumulated. In such a case, the snow can be melted, and the flowing water or snow at that time can flow downward from the adjacent space portion of the ladder-type small-diameter pipes 3 (3A, 3B,...). Further, it is possible to provide a flowing water device (not shown) for branching the thin tube 2-1 from the large diameter pipes 2A and 2B and allowing warm water or the like to flow from the thin tube port 2-2.

また、極端な積雪によりゴムタイヤシステムによる車両がタイヤ走行路面7A,7Bを走行できないような場合には、ラッセル機能付きの鉄道車両を主とした運行ダイヤに変更することもできる。このように、共用走行路1を有することにより、鉄道車両とゴムタイヤシステムによる車両の運行の割合が適宜変更可能であるという利点を有する。   In addition, when a vehicle using a rubber tire system cannot travel on the tire traveling road surfaces 7A and 7B due to extreme snow accumulation, it can be changed to a travel schedule mainly using a railcar with a Russell function. Thus, by having the common traveling path 1, it has the advantage that the ratio of operation of the vehicle by the railway vehicle and the rubber tire system can be changed as appropriate.

さらに、この共用走行路にはレーンマーカーシステムが備えられているので、車両はこのレーンマーカー10の情報を読み取る磁気センサ13,29,33およびその情報に基づいて車両の制御を行う制御装置14,30,34を備えることにより、走行車両の走行方向の案内制御や自車の前後を走行する車両との間隔制御を自動化することができる。つまり、自動的に前後の車両との間隔をとりながら自動運転、さらには無人運転を行うことも可能である。   Furthermore, since the lane marker system is provided on the shared traveling road, the vehicle has magnetic sensors 13, 29, and 33 that read information on the lane marker 10, and a control device 14 that controls the vehicle based on the information. By providing 30, 34, it is possible to automate the guidance control in the traveling direction of the traveling vehicle and the distance control with the vehicle traveling before and after the host vehicle. That is, it is possible to perform automatic driving and further unattended driving while automatically taking intervals between the front and rear vehicles.

このように、本発明の複合交通システムによって、FITS(ソフト連絡バスシステム)、ガイドウェイバス、LRT(軽量軌道運行システム)、都市鉄道、郊外非電化鉄道等を連結(走行路を共有)することにより、既存交通システムの活性化を図ることが可能となる。   As described above, FITS (soft communication bus system), guideway bus, LRT (lightweight track operation system), urban railway, suburban non-electrified railway, etc. are connected (shared driving route) by the combined transportation system of the present invention. This makes it possible to activate the existing transportation system.

インフラの構築においては、上述のように有効にSQC(スーパークオリティコンクリート)を活用し、SQC構造物の利点を最大限に活かした、軽量かつ構造特性に優れた高架共用走行路とする。そのため、歩行者・乗用車の通り抜けを妨げることなく、沿線地域の分断の改善と高架下スペースの有効活用が可能となる。   In infrastructure construction, SQC (super quality concrete) is effectively utilized as described above, and a light weight and high-structured traveling road with excellent structural characteristics is obtained by making the most of the advantages of SQC structures. Therefore, it is possible to improve the division of the area along the line and to effectively use the space under the overhead without obstructing the passage of pedestrians and passenger cars.

また、一方で、高架構造のクリアランスを抑制(低く設定)することで経済性を向上させるとともに、地震による倒壊の危険性を軽減し、共用走行路を特定のエリア周辺を囲むように構築することにより、大型車両の安易な侵入を防ぐバリア的な効果を持たせることも可能である。   On the other hand, by reducing the clearance of the elevated structure (setting it low), improving the economic efficiency, reducing the risk of collapse due to an earthquake, and constructing a common road to surround a specific area Thus, it is possible to provide a barrier effect that prevents easy entry of a large vehicle.

本発明の複合交通システムの最大の特徴は、各交通システムが共用して走行できる、共用走行路が構築されることである。複合交通システムが共用交通路を有する意義としては以下の項目が挙げられる。   The greatest feature of the composite transportation system of the present invention is that a common traveling path is constructed in which each transportation system can travel in common. The significance of the combined transportation system having a common transportation route is as follows.

(1)多種交通システム間の乗換利便性向上と、多種交通システムの混在による移動方向の多様化(共用ホームの設置)
(2)多種交通システムの乗り入れによる公道としての機能と、建設・維持運営費への公的資金導入(道路財源の注入の可能性)
(3)多種交通システムの乗り入れによる、共用区間の融通性と運転頻度向上
(4)降雪時など、ゴムタイヤシステム運転不能時の鉄道車両による運転確保
(5)都市自動車交通乗入れ抑制に対する、パークアンドライド用公共輸送システムと施設の提供
(6)列車制御方法(衝突防止)等による各交通システムの統一的な制御
また、オプションとして、共用走行路に電化区間(共用電化区間)を設け、電気モーターを使用するFITS、ハイブリッドガイドウェイバス、LRTの電気運転化を測ることができ、騒音、排気ガスによる空気汚染等に対する沿線環境の改善を図ることも可能となる。
(1) Improvement of convenience of transfer between various transportation systems and diversification of moving directions by mixing various transportation systems (installation of shared home)
(2) Functions as public roads through the introduction of various transportation systems and introduction of public funds into construction and maintenance costs (possibility of injecting road resources)
(3) Increased flexibility and driving frequency in shared sections by entering various traffic systems (4) Ensuring driving by railway vehicles when rubber tire systems cannot be operated, such as during snowfall (5) Park and ride against urban car traffic restraint (6) Unified control of each transportation system by train control method (collision prevention), etc. In addition, as an option, an electrified section (shared electrified section) is provided on the shared driving path, and an electric motor is installed. It is possible to measure the electric operation of the FITS, hybrid guideway bus, and LRT to be used, and it is also possible to improve the railway environment against noise, air pollution due to exhaust gas, and the like.

以下、本発明で利用可能な各種の交通システムについて説明する。
(1)FITS(ソフト連絡バスシステム)
空港、レジャー地域、大学等の輸送変動の大きい拠点間の輸送は、収容力が可変で比較的大容量の輸送が可能なFITSを導入する。FITSについては、中間停留所は通過扱い(急行運転中心)として加速減速ロスを省き、他交通システムへの影響を排除する。また、バス構造の利便性を生かし、マニュアルバス運転により目的地の多様化にも対応させる。共用走行路運転不能時には、一般路を迂回走行可能にする。
(2)LRT(軽量軌道運行システム)
都市内の既存路面電車区間に直通可能で、バッテリ走行可能なLRT車両を用い、共用走行路の一端は都市部、もう一端側は非電化ローカル鉄道及び交流電化幹線等に乗り入れ、市街地直通列車の設定によりこれらの郊外鉄道線区の活性化を図る。
(3)ガイドウェイバス
ガイドウェイバスは、各所に設けた信号機によって縦横無尽に出入り自在な路線を設定可能とし、基本的に各駅停車運転として同一停留所で他システムとの乗換利便性を図る。また、共用走行路での事故や不具合の発生時等はFITS同様に一般路を迂回走行可能とする。そのため、簡易退出専用路も多く設置する。
Hereinafter, various traffic systems that can be used in the present invention will be described.
(1) FITS (software communication bus system)
For transport between airports, leisure areas, universities, etc. where transportation fluctuations are large, FITS, which has a variable capacity and can transport relatively large volumes, is introduced. For FITS, intermediate stops are treated as passing (centered for express operation), eliminating acceleration / deceleration loss and eliminating the impact on other transportation systems. In addition, taking advantage of the convenience of the bus structure, the company will respond to the diversification of destinations by operating the manual bus. When it is impossible to drive on the common road, the general road can be detoured.
(2) LRT (Light-weight track operation system)
LRT vehicles that can be directly connected to existing streetcar sections in the city and that can run on batteries are used. One end of the shared route is in the urban area, the other end is in a non-electrified local railroad or AC electrified main line, etc. These suburban railway lines will be activated by setting.
(3) Guideway buses Guideway buses can be freely set up and down by traffic lights provided at various locations, and are basically convenient for transfer to other systems at the same stop as each station stop operation. Further, when an accident or trouble occurs on the shared traveling road, it is possible to bypass the general road as in FITS. For this reason, many simple exit routes will be installed.

また、本発明の共用走行路は、各種の車両の適切な運行ダイヤを組むことにより、乗客をはじめ、荷物などの運送をも併せて行うことができる。   In addition, the shared travel route of the present invention can carry passengers and other items together with a proper operation schedule for various vehicles.

更に、既存の駅などの鉄道施設、あるいは共用走行路に設けた施設により、各交通システム間の相互乗り換えの利便性を向上させることもできる。   Furthermore, the convenience of mutual transfer between each traffic system can be improved by existing railway facilities such as stations, or facilities provided on a shared travel route.

本発明の共用走行路は以下のような概念で構築する。   The shared traveling road of the present invention is constructed based on the following concept.

(1)高架構造は簡便なプレキャスト構造(SQCの適用)とし、建設費の削減、工期短縮、景観の向上を図る。   (1) The elevated structure will be a simple precast structure (application of SQC), which will reduce construction costs, shorten the construction period, and improve the landscape.

(2)下路桁構造、少数主桁構造との複合化を図る。   (2) Combined with a lower girder structure and a minority main girder structure.

(3)電化区間の設置による環境負荷の低減を図る。   (3) Reduce the environmental burden by installing electrified sections.

(4)融雪設備等を設け、安定した輸送力の確保を図る。   (4) Establish snow melting facilities, etc., and ensure stable transportation capacity.

(5)車輪転動音や環境騒音対策を図る。   (5) Take measures against wheel rolling noise and environmental noise.

なお、本発明は上記実施例に限定されるものではなく、本発明の趣旨に基づき種々の変形が可能であり、これらを本発明の範囲から排除するものではない。   In addition, this invention is not limited to the said Example, Based on the meaning of this invention, a various deformation | transformation is possible and these are not excluded from the scope of the present invention.

本発明の共用走行路を有する複合交通システムは、社会的基盤をなす複合交通システムとして利用可能である。   The combined traffic system having a shared traveling route of the present invention can be used as a combined traffic system that forms a social foundation.

本発明の実施例を示す複合交通システムの共用走行路の断面模式図である。It is a cross-sectional schematic diagram of the common travel path of the compound traffic system which shows the Example of this invention. 本発明の実施例を示す共用走行路の骨格を作るラダー方式の組立体の模式図である。It is a schematic diagram of the assembly of the ladder type | system | group which makes the frame | skeleton of a shared traveling path which shows the Example of this invention. 本発明の実施例を示す共用走行路を走行する鉄道車両の模式図である。It is a schematic diagram of the rail vehicle which drive | works the common travel path which shows the Example of this invention. 本発明の実施例を示す共用走行路を走行するゴムタイヤシステムの車両(その1)の模式図である。It is a schematic diagram of the vehicle (the 1) of the rubber tire system which drive | works the common travel path which shows the Example of this invention. 本発明の実施例を示す共用走行路を走行するゴムタイヤシステムの車両(その2)の模式図である。It is a schematic diagram of the vehicle (the 2) of the rubber tire system which drive | works the common travel path which shows the Example of this invention. 本発明の実施例を示す高架に敷設した共用走行路の斜視模式図である。It is a perspective schematic diagram of the common travel path laid in the elevated which shows the Example of this invention.

符号の説明Explanation of symbols

1 共用走行路
2A,2B 大径の管路
2−1 細管
2−2 細管口
3(3A,3B,…) 小径の管路
4 ラダー方式の組み立て体
5A,5B コンクリート基礎部
6A,6B 遮音壁部
7A,7B タイヤ走行路面
8A,8B タイヤ走行路面の内側の端部に形成される段部
9A,9B レール
10 レーンマーカー
11 鉄道車両
12 車輪
13,29,33 磁気センサ
14,30,34 制御装置
21,31 ゴムタイヤシステムの車両
22 バンパー
23 支持部
24 軸受
25 回転シャフト
26A,26B 回転輪
27 走行ガイド輪
28 ゴムタイヤ
32A,32B 下部の両側面に走行ガイド輪
41 高架
42,45 プレキャスト構造のブロック
43 矩形筒状の空間
44 隣接するブロック間の空間
51 アーチ状の支柱
52 給電用架線
DESCRIPTION OF SYMBOLS 1 Common traveling path 2A, 2B Large diameter pipe line 2-1 Narrow pipe 2-2 Narrow pipe port 3 (3A, 3B, ...) Small diameter pipe line 4 Ladder system assembly 5A, 5B Concrete foundation part 6A, 6B Sound insulation wall part 7A, 7B Tire running road surface 8A, 8B Stepped portion 9A, 9B rail 10 Lane marker 11 Railcar 12 Wheel 13, 29, 33 Magnetic sensor 14, 30, 34 Control device 21 formed at the inner end of the tire running road surface , 31 Vehicle of rubber tire system 22 Bumper 23 Support part 24 Bearing 25 Rotating shaft 26A, 26B Rotating wheel 27 Traveling guide wheel 28 Rubber tires 32A, 32B Traveling guide wheel 41 on both sides of lower part 41 Elevated 42, 45 Precast structure block 43 Rectangular cylinder -Shaped space 44 Space between adjacent blocks 51 Arch-shaped support 52 Power supply overhead line

Claims (10)

(a)走行方向に対向して配置されるタイヤ走行路面が形成されるコンクリート基礎部と、該コンクリート基礎部内に埋設され走行方向に対向して配置される大径の管路と、前記コンクリート基礎部間にかけ渡されるように連結される小径の管路からなるラダー方式の組立体と、
(b)前記コンクリート基礎部の側部から立ち上げられる遮音壁部と、
(c)前記タイヤ走行路面の端部に形成される段部に敷設されるレールとを具備することを特徴とする共用走行路を有する複合交通システム。
(A) a concrete foundation portion on which a tire running road surface is formed facing the running direction; a large-diameter pipe buried in the concrete foundation portion and placed facing the running direction; and the concrete foundation A ladder-type assembly consisting of small-diameter pipes connected so as to be bridged between the parts;
(B) a sound insulation wall portion raised from a side portion of the concrete foundation portion;
(C) A composite transportation system having a shared traveling road, comprising a rail laid on a step portion formed at an end portion of the tire traveling road surface.
請求項1記載の共用走行路を有する複合交通システムにおいて、前記小径の管路間には空間を設定し、前記タイヤ走行路面からの排除物を排出可能にすることを特徴とする共用走行路を有する複合交通システム。   The combined traffic system having a shared travel route according to claim 1, wherein a space is set between the small-diameter pipes to allow discharges from the tire travel surface to be discharged. Having complex transportation system. 請求項1記載の共用走行路を有する複合交通システムにおいて、前記レールに案内される走行ガイド輪をゴムタイヤシステムの車両に具備することを特徴とする共用走行路を有する複合交通システム。   2. The composite traffic system having a shared travel route according to claim 1, wherein the vehicle is provided with a travel guide wheel guided by the rail in a rubber tire system vehicle. 請求項1記載の共用走行路を有する複合交通システムにおいて、ゴムタイヤシステムの車両の下部の両側面に前記遮音壁部の下部に接触する走行ガイド輪を具備することを特徴とする共用走行路を有する複合交通システム。   2. The composite transportation system having a shared traveling road according to claim 1, further comprising traveling guide wheels that contact the lower part of the sound insulation wall on both side surfaces of the lower part of the vehicle of the rubber tire system. Transportation system. 請求項1記載の共用走行路を有する複合交通システムにおいて、前記大径の管路内に温水を通じる装置を具備することを特徴とする共用走行路を有する複合交通システム。   2. The combined traffic system having a shared travel route according to claim 1, further comprising a device for passing hot water through the large-diameter pipe. 請求項5記載の共用走行路を有する複合交通システムにおいて、前記大径の管路から細管を分岐し、前記タイヤ走行路面に流水する流水装置を具備することを特徴とする共用走行路を有する複合交通システム。   6. The composite transportation system having a shared travel path according to claim 5, further comprising a water flow device for branching a narrow tube from the large diameter conduit and flowing water to the tire travel road surface. Transportation system. 請求項1記載の共用走行路を有する複合交通システムにおいて、前記共用走行路を高架にし、該高架下に矩形筒状の空間を有するプレキャスト構造のブロックを等間隔に配置することを特徴とする共用走行路を有する複合交通システム。   2. The combined traffic system having a shared traveling road according to claim 1, wherein the shared traveling road is elevated, and blocks of a precast structure having a rectangular cylindrical space are arranged at equal intervals under the elevated road. A complex transportation system with a driving path. 請求項7記載の共用走行路を有する複合交通システムにおいて、前記ブロック内の矩形筒状の空間を自転車、原動機付き二輪車や軽自動車などの置場とすることを特徴とする共用走行路を有する複合交通システム。   8. The combined traffic system having a shared travel path according to claim 7, wherein the rectangular cylindrical space in the block is used as a place for a bicycle, a motorbike or a light vehicle. system. 請求項7記載の共用走行路を有する複合交通システムにおいて、前記ブロック間の高架下の空間を歩行者や自転車、軽自動車の通路とすることを特徴とする共用走行路を有する複合交通システム。   8. The combined traffic system having a shared traveling route according to claim 7, wherein a space under the elevated space between the blocks is used as a passage for a pedestrian, a bicycle, or a light vehicle. 請求項1記載の共用走行路を有する複合交通システムにおいて、前記小径管路上にレーンマーカーを配置し、走行車両には磁気センサ及び制御装置を搭載することにより、走行車両の走行方向の案内制御を行うことを特徴とする共用走行路を有する複合交通システム。   The compound traffic system having a shared traveling road according to claim 1, wherein a lane marker is disposed on the small-diameter pipe, and a traveling sensor is equipped with a magnetic sensor and a control device, thereby controlling the traveling direction of the traveling vehicle. A combined traffic system having a shared traveling path characterized by performing.
JP2004274872A 2004-09-22 2004-09-22 Combined transportation system with shared road Expired - Fee Related JP4202989B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004274872A JP4202989B2 (en) 2004-09-22 2004-09-22 Combined transportation system with shared road

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004274872A JP4202989B2 (en) 2004-09-22 2004-09-22 Combined transportation system with shared road

Publications (2)

Publication Number Publication Date
JP2006089968A true JP2006089968A (en) 2006-04-06
JP4202989B2 JP4202989B2 (en) 2008-12-24

Family

ID=36231205

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004274872A Expired - Fee Related JP4202989B2 (en) 2004-09-22 2004-09-22 Combined transportation system with shared road

Country Status (1)

Country Link
JP (1) JP4202989B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006089970A (en) * 2004-09-22 2006-04-06 Railway Technical Res Inst Compound transportation system maintaining environment of commuter belt
FR2920448A1 (en) * 2007-08-29 2009-03-06 Lohr Ind Traffic lane forming module for e.g. tramcar, has carrier structure with crosspieces that connect beams, and I-shaped rail guiding section mounted on carrier structure to guide urban transport vehicle
GB2486271A (en) * 2010-12-10 2012-06-13 Tram Res Ltd Rail supporting beam section
CN103241246A (en) * 2012-02-02 2013-08-14 黄力华 Urban rail public traffic and transportation system
JP2016060268A (en) * 2014-09-16 2016-04-25 公益財団法人鉄道総合技術研究所 Double decker fast bus transport system using and utilizing existing infrastructure
WO2018051067A3 (en) * 2016-09-13 2018-04-26 Bwb Consulting Tram, light rail and guided bus systems and components
KR20180075928A (en) * 2016-12-27 2018-07-05 한국철도기술연구원 Unit block with magnet for mini tram travel and track structure using the same

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7376388B2 (en) 2020-02-27 2023-11-08 三和シヤッター工業株式会社 Fixing structure and method for door frame and opening frame material

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006089970A (en) * 2004-09-22 2006-04-06 Railway Technical Res Inst Compound transportation system maintaining environment of commuter belt
JP4522804B2 (en) * 2004-09-22 2010-08-11 財団法人鉄道総合技術研究所 A complex transportation system that preserves the environment in the Bedtown area
FR2920448A1 (en) * 2007-08-29 2009-03-06 Lohr Ind Traffic lane forming module for e.g. tramcar, has carrier structure with crosspieces that connect beams, and I-shaped rail guiding section mounted on carrier structure to guide urban transport vehicle
WO2009060134A1 (en) * 2007-08-29 2009-05-14 Lohr Industrie Prefabricated module for the track of a self-guided urban transport vehicle on tyres
US8430333B2 (en) 2007-08-29 2013-04-30 Lohr Industrie Prefabricated module for the track of a self-guided urban transport vehicle on tyres
RU2490390C2 (en) * 2007-08-29 2013-08-20 Лор Индустри Prefabricated road module for automatically guide wheeled vehicles
GB2486271A (en) * 2010-12-10 2012-06-13 Tram Res Ltd Rail supporting beam section
CN103241246A (en) * 2012-02-02 2013-08-14 黄力华 Urban rail public traffic and transportation system
JP2016060268A (en) * 2014-09-16 2016-04-25 公益財団法人鉄道総合技術研究所 Double decker fast bus transport system using and utilizing existing infrastructure
WO2018051067A3 (en) * 2016-09-13 2018-04-26 Bwb Consulting Tram, light rail and guided bus systems and components
KR20180075928A (en) * 2016-12-27 2018-07-05 한국철도기술연구원 Unit block with magnet for mini tram travel and track structure using the same
KR101942087B1 (en) * 2016-12-27 2019-01-24 한국철도기술연구원 Unit block with magnet for mini tram travel and track structure using the same

Also Published As

Publication number Publication date
JP4202989B2 (en) 2008-12-24

Similar Documents

Publication Publication Date Title
Vuchic Urban public transportation systems
US11208889B2 (en) Roadway conduit systems and methods
CN104816732B (en) A kind of quick interval single-hole double-layer track subway
JP4689575B2 (en) Transportation system strengthened to the city center
CN107839696B (en) Permanent magnet shaft type direct-drive air-ground sharing three-dimensional rapid rail transit system
CN201951460U (en) Suspension type rail transit system
CN111971455A (en) Road piping system and method
JP4795197B2 (en) Complex transportation system in central Tokyo
CN201736832U (en) Elevated wide electric vehicle with getting on/off device and escaping device
JP4202989B2 (en) Combined transportation system with shared road
CN103213583A (en) Double-layer running urban rail transportation system
JPH1035486A (en) High speed travelling road apparatus for overland transportation engine
JP4202990B2 (en) A complex transportation system that preserves the environment in business areas
WO2011021213A2 (en) Elevated transport system
JP4393960B2 (en) Combined traffic system with a shared road where vehicles can enter and exit
CN104369741A (en) Aerial chain rail type rail locomotive
CN202499138U (en) Double-layer operational city track traffic system
JP4522804B2 (en) A complex transportation system that preserves the environment in the Bedtown area
JP2009184585A (en) Railroad transportation system doubling floor area per train by full double decker vehicle
CN210617858U (en) Automobile suspension passing device, urban rail transit system and inter-city rail transit network
JP2001315637A (en) Combined traffic system
CN104163112A (en) City three-dimensional rail transit system
Durzyński et al. Conditions for using of trams on railway tracks sections in agglomeration communication in Poland
RU2328392C1 (en) Truss transport
CN106592361A (en) Tree-type artificial intelligence air traffic system

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20061127

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20080801

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20080812

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20080826

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20081007

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20081009

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111017

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111017

Year of fee payment: 3

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111017

Year of fee payment: 3

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111017

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121017

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121017

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131017

Year of fee payment: 5

LAPS Cancellation because of no payment of annual fees