JP2007290410A - Device and method for installing automatic electric traction tensioner - Google Patents

Device and method for installing automatic electric traction tensioner Download PDF

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JP2007290410A
JP2007290410A JP2006117071A JP2006117071A JP2007290410A JP 2007290410 A JP2007290410 A JP 2007290410A JP 2006117071 A JP2006117071 A JP 2006117071A JP 2006117071 A JP2006117071 A JP 2006117071A JP 2007290410 A JP2007290410 A JP 2007290410A
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train line
tension adjusting
adjusting device
automatic tension
fixed beam
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JP2006117071A
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JP4584862B2 (en
Inventor
Takao Kanamaru
隆男 金丸
Ryoichi Kono
良一 河野
Kenichi Konuma
健一 小沼
Tokio Itaya
登起雄 板谷
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Japan Railway Construction Transport & Technologyagency
JRTT JAPAN
Niigata Transys Co Ltd
Japan Railway Construction Transport and Technology Agency
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Japan Railway Construction Transport & Technologyagency
JRTT JAPAN
Niigata Transys Co Ltd
Japan Railway Construction Transport and Technology Agency
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Abstract

<P>PROBLEM TO BE SOLVED: To efficiently install a TTB (automatic electric traction tensioner) in a tunnel. <P>SOLUTION: This device is equipped on a vehicle to mount the TTB on a receiving metal fitting on the tunnel ceiling just above an existing electric traction. The device is constituted of an elevating base mounted with the TTB to carry the TTB at a mounting position with the receiving metal fitting, and a temporarily receiving device constituted of a frame member to expandably connect a pair of arms via a pair of hydraulic cylinders and removably mounted on the elevating base via a supporting rod for temporarily receiving the existing electric traction removed with replacement parts to mount the TTB at the time of mounting the TTB and securing a TTB passing space up to the tunnel ceiling mounted with the TTB. When mounting the TTB on the existing electric traction, the replacement parts are removed to mount the TTB, the existing electric traction is temporarily received at a temporarily receiving position, and the TTB is lifted by the elevating base though a space of a center part of the frame member of the temporarily receiving device made by removing the replacement parts. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、電車線に張力を与える電車線自動張力調整装置(以下、TTBと称する)を設置するための設置装置および設置方法に関する。   The present invention relates to an installation apparatus and an installation method for installing a train line automatic tension adjusting device (hereinafter referred to as TTB) that applies tension to a train line.

従来、図10および図11に示すように、トンネル内において、既設電車線102の真上のトンネル天井100の受け金具101に、TTB107を設置していた(例えば、非特許文献1を参照)。   Conventionally, as shown in FIGS. 10 and 11, a TTB 107 has been installed in a receiving bracket 101 of a tunnel ceiling 100 directly above an existing train line 102 in a tunnel (see, for example, Non-Patent Document 1).

既設電車線102の端部は、連結金具105に取り付けた引き留めロッド106を取り付け、トンネル上部に固定され垂下している固定梁103に取り付けた電車線引き留め金具104に引き留めロッド106を結合している。既設電車線102は固定梁103の反対方向に引っ張られている。   At the end of the existing train line 102, a retaining rod 106 attached to the connecting metal 105 is attached, and the retaining rod 106 is coupled to the train wire retaining metal 104 attached to the fixed beam 103 that is fixed to the upper part of the tunnel and hangs down. . The existing train line 102 is pulled in the direction opposite to the fixed beam 103.

TTB107の設置作業は、地上よりTTB107を持ち上げて行くとき、TTB107の通過経路上の支障物となる既設電車線102を避けてトンネル天井100に達するように行われていた。   When the TTB 107 is lifted from the ground, the installation work of the TTB 107 is performed so as to reach the tunnel ceiling 100 while avoiding the existing train line 102 that becomes an obstacle on the passage route of the TTB 107.

TTB107は、連結ヨーク108を介して電車線引き留め金具104に固定され、TTB107内のバネ張力を伝えている回転アーム109が交換された新たな引き留めロッド106aを介して既設電車線102の連結金具105に接続されている。
テンションバランサ(新幹線トンネル用)[軽量型TTB(NTTB)]取扱説明書(2004年9月17日三和テッキ株式会社発行)
The TTB 107 is fixed to the train wire retaining bracket 104 via the connection yoke 108, and the connection bracket 105 of the existing train line 102 is replaced via a new retaining rod 106a in which the rotating arm 109 transmitting the spring tension in the TTB 107 is replaced. It is connected to the.
Tension balancer (for Shinkansen tunnels) [Lightweight TTB (NTTB)] Instruction Manual (issued by Sanwa Tecchi Co., Ltd. on September 17, 2004)

しかし、TTB107は、質量が約700kg近くあり、途中の既設電車線102の所で左右に移動させて避けて通過することは容易ではない。また、トンネル天井100の受け金具101に取り付ける条件により、クレーンの使用は、ブームヘッドとフック間の高さ寸法が必要となるため、TTB107をトンネル天井100まで接近させ取り付けることはできない。   However, the TTB 107 has a mass of about 700 kg, and it is not easy to avoid it by moving it to the left and right at the existing train line 102 on the way. Further, depending on the conditions for attaching to the receiving bracket 101 of the tunnel ceiling 100, the use of the crane requires a height dimension between the boom head and the hook, so that the TTB 107 cannot be attached close to the tunnel ceiling 100.

このように、従来では、適切な設置装置がなかったため、特に設置方法は定まっておらず、例えば、足場を組んで既設電車線102の脇をウィンチ等でトンネル天井100まで持ち上げ、それから横移動してTTB107の取付け位置まで持って行くなど、多くの作業とそのための時間を必要としていた。   As described above, since there has been no suitable installation device in the past, there is no particular installation method. For example, a scaffold is assembled and the side of the existing train line 102 is lifted up to the tunnel ceiling 100 with a winch or the like, and then moved laterally. For example, it took a lot of work and time to bring it to the TTB 107 mounting position.

本発明は、斯かる従来の問題を解決するために為されたもので、その目的は、トンネル内での効率的なTTBの設置を可能としたTTBの設置装置および設置方法を提供することにある。   The present invention has been made to solve such a conventional problem, and an object of the present invention is to provide a TTB installation apparatus and installation method that enable efficient TTB installation in a tunnel. is there.

請求項1に係る発明は、車両上に設備され、トンネル内において、既設電車線の真上のトンネル天井の受け金具に、TTBを取り付けるための装置であって、TTBを載置し、受け金具との取付位置に搬送する昇降台と、一対のアームを一対の油圧シリンダを介して伸縮自在に連絡する枠部材で構成されるとともに、昇降台に支持棒を介して取り外し自在に取り付けられ、TTBの取付時にTTBを取り付けるために交換部品が取り外された既設電車線を仮受けし、TTBを取り付けるトンネル天井までのTTB通過空間を確保する仮受け装置とからなることを特徴とする。   The invention according to claim 1 is an apparatus for attaching a TTB to a bracket on a tunnel ceiling, which is installed on a vehicle and directly above an existing train line in a tunnel. And a frame member for telescopically connecting a pair of arms via a pair of hydraulic cylinders, and is detachably attached to the platform via a support bar. It is characterized by comprising a temporary receiving device for temporarily receiving an existing train line from which a replacement part has been removed in order to attach a TTB at the time of attaching, and ensuring a TTB passage space to the tunnel ceiling to which the TTB is attached.

請求項2に係る発明は、請求項1記載のTTBの設置装置において、仮受け装置の枠部材は、トンネル上部から垂下する固定梁に結合する固定部を備えた固定梁側アームと、TTBを取り付けるために取り外される交換部品より反固定梁側の既設電車線の金具に引っ掛ける引っ掛け部を備えた反固定梁側アームと、固定梁側アームに対向して取り付けられた一対の油圧シリンダと、反固定梁側アームに対向して取り付けられるとともに油圧シリンダに取り付けられる一対の連結棒とを備えていることを特徴とする。   According to a second aspect of the present invention, in the TTB installation apparatus according to the first aspect, the frame member of the temporary receiving device includes a fixed beam side arm provided with a fixed portion coupled to a fixed beam hanging from the upper part of the tunnel, and a TTB. An anti-fixed beam side arm that has a hook that hooks the bracket of the existing train line on the anti-fixed beam side from the replacement part that is removed for mounting; a pair of hydraulic cylinders that are mounted facing the fixed beam-side arm; A pair of connecting rods attached to the hydraulic cylinder and attached to the fixed beam side arm are provided.

請求項3に係る発明は、請求項1または請求項2記載のTTBの設置装置を用いてTTBを設置する方法において、既設電車線にTTBを取り付けるに際し、TTBを取り付けるために交換部品を取り外し、仮受け装置にて既設電車線を仮受けし、交換部品の取り外しにより作られた仮受け装置の枠部材の中央部の空間を通ってTTBを昇降台によって持ち上げることを特徴とする。   The invention according to claim 3 is a method of installing TTB using the TTB installation device according to claim 1 or claim 2, and when attaching TTB to an existing train line, a replacement part is removed to attach TTB, The existing train line is temporarily received by the temporary receiving device, and the TTB is lifted by the lifting platform through the space in the center of the frame member of the temporary receiving device made by removing the replacement part.

請求項4に係る発明は、請求項1または請求項2記載のTTBの設置装置を用いてTTBを設置する方法において、昇降台にTTBを搭載する工程と、トンネル上部から垂下する固定梁に結合されている既設電車線の端部の真下まで仮受け装置を移動し、仮受け装置の固定梁側アームを固定梁に固定する工程と、仮受け装置を移動して反固定梁側アームを、TTBを取り付けるために取り外される交換部品より反固定梁側の既設電車線の金具に引っ掛け、両アーム間を一対の油圧シリンダを圧縮して既設電車線を仮受け装置を介して固定梁と結ぶ工程と、既設電車線の交換部品を取り外し、交換部品の取り外しにより作られた仮受け装置の枠部材の中央部の空間を通ってTTBを昇降台によって持ち上げ、トンネル天井の受け金具に固定する工程と、TTB内のバネ張力を伝えている回転アームと引き留めロッドを既設電車線に再結合するとともに、TTBを固定梁と結合する工程と、既設電車線の金具と枠部材との隙間を開け、固定梁との結合を開放した後、仮受け装置全体を降下して車両の所定位置に戻す工程とを備えたことを特徴とする。   According to a fourth aspect of the present invention, there is provided a method for installing a TTB using the TTB installation apparatus according to the first or second aspect, wherein the step of mounting the TTB on a lifting platform and a fixed beam suspended from the upper part of the tunnel The temporary receiving device is moved to a position just below the end of the existing train line, the fixed beam side arm of the temporary receiving device is fixed to the fixed beam, and the anti-fixed beam side arm is moved by moving the temporary receiving device. A process of hooking on the bracket of the existing train line on the anti-fixed beam side from the replacement part to be removed to attach the TTB, compressing a pair of hydraulic cylinders between both arms, and connecting the existing train line to the fixed beam via a temporary receiving device Then, the replacement part of the existing train line is removed, the TTB is lifted by the lifting platform through the space in the center of the frame member of the temporary receiving device made by removing the replacement part, and is fixed to the bracket on the tunnel ceiling At the same time, the revolving arm transmitting the spring tension in the TTB and the retaining rod are re-coupled to the existing train line, the process of joining the TTB to the fixed beam, and the clearance between the bracket of the existing train line and the frame member is opened. And a step of lowering the entire temporary receiving device and returning it to a predetermined position of the vehicle after releasing the connection with the fixed beam.

本発明によれば、保守車両上の高所作業車作業台に設備され、TTBを搭載して現場の設置箇所に到着後、仮受け装置で既設電車線を仮受けして中央に上下方向のTTB通過空間を空け、TTBをトンネル天井まで持ち上げて取り付けるので、他の機械、足場などを必要とすることなく、能率的に短時間で設置することを可能となる。   According to the present invention, installed on a work platform for an aerial work platform on a maintenance vehicle, mounted on the TTB and arrived at an installation site on the site, the existing train line is temporarily received by the temporary receiving device, and the center is vertically Since the TTB passage space is opened and the TTB is lifted and attached to the tunnel ceiling, it can be efficiently installed in a short time without the need for other machines or scaffolds.

また、仮受けした既設電車線と引き留めロッドとの再結合も、仮受け装置の油圧シリンダを伸縮させることにより、容易に結合するピンの穴位置を合わせて結合できる。   In addition, re-connection of the temporarily received existing train line and the retaining rod can be combined by aligning the hole positions of the pins to be easily connected by expanding and contracting the hydraulic cylinder of the temporary receiving device.

以下、本発明を図面に示す実施形態に基づいて説明する。   Hereinafter, the present invention will be described based on embodiments shown in the drawings.

図1は、本発明に係るTTBの設置装置を保守車両10に装備されている高所作業車11に設備した一実施形態を示す。   FIG. 1 shows an embodiment in which a TTB installation device according to the present invention is installed in an aerial work vehicle 11 equipped in a maintenance vehicle 10.

高所作業車11は、昇降装置12によって昇降されるように構成されている。高所作業車11には、作業床13に昇降台20が取り付けられている。昇降台20には、仮受け装置30が仮受け支持棒40を介して取り付けられている。   The aerial work vehicle 11 is configured to be lifted and lowered by a lifting device 12. In the aerial work platform 11, a lifting platform 20 is attached to a work floor 13. A temporary receiving device 30 is attached to the lifting platform 20 via a temporary receiving support bar 40.

昇降台20は、作業床13に装着されるベーブ部21と、油圧シリンダ22によってベース部21上を昇降するTTB取付部23とで構成されている。TTB取付部23は、TTB107を載置する座部24と、仮受け支持棒40を取り付ける取付部25とを有する。   The lifting platform 20 includes a babe portion 21 mounted on the work floor 13 and a TTB mounting portion 23 that moves up and down on the base portion 21 by a hydraulic cylinder 22. The TTB attachment portion 23 includes a seat portion 24 on which the TTB 107 is placed and an attachment portion 25 to which the temporary support rod 40 is attached.

仮受け装置30は、一対の油圧シリンダ36を取り付けた固定梁側アーム31と、一対の連結棒37を取り付けた反固定梁側アーム34とを、一対の油圧シリンダ36と一対の連結棒37とを連結することによって、一対の油圧シリンダ36によって伸縮自在に連絡する枠部材で構成されている。   The temporary receiving device 30 includes a fixed beam side arm 31 to which a pair of hydraulic cylinders 36 are attached, and an anti-fixed beam side arm 34 to which a pair of connecting rods 37 are attached, and a pair of hydraulic cylinders 36 and a pair of connecting rods 37. Are connected to each other by a pair of hydraulic cylinders 36 so as to extend and contract.

一対の油圧シリンダ36は、固定側アーム31に軸部が回転自在に軸支されている。   The pair of hydraulic cylinders 36 are rotatably supported by shafts on the fixed side arm 31.

一対の連結棒37は、反固定梁側アーム34に立設した取付片38に回転自在に軸支されている。一対の連結棒37には、仮受け支持棒40を取り付けるための穴あき支持棒受け39がそれぞれ2つずつ設けてある。   The pair of connecting rods 37 are pivotally supported by attachment pieces 38 erected on the anti-fixed beam side arm 34. Each of the pair of connecting rods 37 is provided with two perforated support rod supports 39 for attaching the temporary support rods 40.

固定梁側アーム31は、トンネル上部から垂下する固定梁103に結合する固定具32を設けている。固定具32は、固定梁103を嵌め込むように2枚の板材を対向して固定梁側アーム31に固定されている。固定具32の開放側には、固定具32の開放側を開閉自在に覆うカバー部33が回転自在に取り付けられている。カバー部33は固定具32にピン結合され、固定具32の開放側を覆う際にはピン結合される。   The fixed beam side arm 31 is provided with a fixture 32 coupled to the fixed beam 103 depending from the upper part of the tunnel. The fixture 32 is fixed to the fixed beam side arm 31 so that the two plate members face each other so that the fixed beam 103 is fitted therein. A cover portion 33 that covers the open side of the fixture 32 so as to be openable and closable is rotatably attached to the open side of the fixture 32. The cover 33 is pin-coupled to the fixture 32 and is pin-coupled when covering the open side of the fixture 32.

反固定梁側アーム34は、既設電車線103の二連ヨーク110の斜面を受け止める一対の引っ掛け部35を設けている。引っ掛け部35は、二連ヨーク110の斜面を受け止めるように同様に傾斜する受け面35aを備えている。   The anti-fixed beam side arm 34 is provided with a pair of hook portions 35 for receiving the slope of the double yoke 110 of the existing train line 103. The hook portion 35 includes a receiving surface 35a that is similarly inclined so as to receive the inclined surface of the double yoke 110.

次に、本実施形態の作用を説明する。   Next, the operation of this embodiment will be described.

先ず、図1に示すように、TTB107を設置するトンネル天井100の取り付け金具101の位置へ保守車両10を移動する。図2に示すように、保守車両10の高所作業車11に設置された昇降台20上にTTB107を載置し固定部材41を介して固定する。仮受け装置30を仮受け支持棒40を介して昇降台20上に取り付ける。   First, as shown in FIG. 1, the maintenance vehicle 10 is moved to the position of the mounting bracket 101 of the tunnel ceiling 100 where the TTB 107 is installed. As shown in FIG. 2, the TTB 107 is placed on the lifting platform 20 installed on the high work platform 11 of the maintenance vehicle 10 and fixed via the fixing member 41. The temporary receiving device 30 is mounted on the lifting platform 20 via the temporary receiving support bar 40.

次に、図7(a)に示すように、保守車両10の昇降装置12を駆動して高所作業車11の作業床13を固定梁103付近に移動し、仮受け装置30を既設電車線102に近づける。   Next, as shown in FIG. 7A, the lifting device 12 of the maintenance vehicle 10 is driven to move the work floor 13 of the aerial work vehicle 11 to the vicinity of the fixed beam 103, and the temporary receiving device 30 is connected to the existing train line. Approach 102.

次に、図7(b)に示すように、仮受け装置30の固定梁側アーム31を固定梁103に近づけ、図4に示すように、固定梁側アーム31に設けた固定具32のカバー部33を回転して固定具32内に固定梁103を嵌め込み、次いでカバー部33を回転してカバー部33を固定具32にピン結合することによって固定梁側アーム31を固定梁103に固定する。次に、固定梁103側の仮受け支持棒40を取り外す。   Next, as shown in FIG. 7B, the fixed beam side arm 31 of the provisional receiving device 30 is brought close to the fixed beam 103, and as shown in FIG. 4, the cover of the fixture 32 provided on the fixed beam side arm 31 is covered. The fixed beam 103 is fitted into the fixture 32 by rotating the portion 33, and then the cover portion 33 is rotated and the cover portion 33 is pin-coupled to the fixture 32 to fix the fixed beam side arm 31 to the fixed beam 103. . Next, the temporary support rod 40 on the fixed beam 103 side is removed.

次に、図7(c)に示すように、油圧シリンダ22を駆動して昇降台20を上昇する。この際、固定梁103側の仮受け支持棒40が取り外されているので、固定梁側アーム31を回転中心として反固定梁側アーム34が上り、反固定梁側アーム34に設けた2つの引っ掛け部35を既設電車線102の二連ヨーク(金具)110に引っ掛ける。この際、油圧シリンダ36が伸張して連結棒37を介して反固定梁側アーム34を固定梁側アーム31から離間する方向へ移動し、反固定梁側アーム34に設けた2つの引っ掛け部35が既設電車線102の二連ヨーク(金具)110に引っ掛け易くしてある。   Next, as shown in FIG.7 (c), the hydraulic cylinder 22 is driven and the lifting platform 20 is raised. At this time, since the temporary support rod 40 on the fixed beam 103 side is removed, the anti-fixed beam side arm 34 rises with the fixed beam side arm 31 as the rotation center, and two hooks provided on the anti-fixed beam side arm 34 The portion 35 is hooked on the double yoke (metal fitting) 110 of the existing train line 102. At this time, the hydraulic cylinder 36 extends to move the anti-fixed beam side arm 34 away from the fixed beam side arm 31 via the connecting rod 37, and two hook portions 35 provided on the anti-fixed beam side arm 34. Is easily hooked to the double yoke 110 of the existing train line 102.

次に、図7(d)に示すように、油圧シリンダ36を駆動して連結棒37を介して反固定梁側アーム34を固定梁側アーム31方向へ引き寄せ、既設電車線102の二連ヨーク(金具)110を介して既設電車線102に掛かる張力を仮受け装置30で受け止める。次いで、反固定梁側の仮受け支持棒40を取り外す。   Next, as shown in FIG. 7 (d), the hydraulic cylinder 36 is driven to pull the anti-fixed beam side arm 34 toward the fixed beam side arm 31 via the connecting rod 37, and the double yoke of the existing train line 102 is pulled. The tension applied to the existing train line 102 via the (metal) 110 is received by the temporary receiving device 30. Next, the temporary support rod 40 on the side opposite to the fixed beam is removed.

次に、図8(a)に示すように、既設電車線102の引き留めロッド106などの交換部品を取り外す。これによって、図4および図6に示すように、仮受け装置30内に二点差線で示すようにTTB107を通すことができる空間が形成される。   Next, as shown in FIG. 8A, replacement parts such as the retaining rod 106 of the existing train line 102 are removed. As a result, as shown in FIG. 4 and FIG. 6, a space is formed in the provisional receiving device 30 through which the TTB 107 can pass as indicated by a two-dot chain line.

次に、図8(b)に示すように、油圧シリンダ22を駆動してTTB107がトンネル天井100の受け金具101と取り付けられる位置まで昇降台20を上昇する。次いで、TTB107を連結ヨーク108を介して電車線引き留め金具104に取り付ける。   Next, as shown in FIG. 8 (b), the hydraulic cylinder 22 is driven to raise the lifting platform 20 to a position where the TTB 107 is attached to the receiving bracket 101 of the tunnel ceiling 100. Next, the TTB 107 is attached to the train wire retaining bracket 104 via the connecting yoke 108.

次に、図8(c)に示すように、昇降台20を操作してTTB107とトンネル天井100の受け金具101との位置合わせを行い、TTB107をトンネル天井100の受け金具101に取り付ける。   Next, as shown in FIG. 8C, the elevator 20 is operated to align the TTB 107 and the receiving bracket 101 of the tunnel ceiling 100, and the TTB 107 is attached to the receiving bracket 101 of the tunnel ceiling 100.

次に、図9(a)に示すように、TTB107の回転アーム109に交換された新たな引き留めロッド106aを取り付け、交換された新たな引き留めロッド106aを既設電車線102の連結金具105に接続する。   Next, as shown in FIG. 9A, the replaced new retaining rod 106 a is attached to the rotating arm 109 of the TTB 107, and the replaced new retaining rod 106 a is connected to the connecting bracket 105 of the existing train line 102. .

次に、図9(b)に示すように、油圧シリンダ22を駆動して昇降台20を元の位置まで下降する。次に、仮受け支持棒40を仮受け装置30と昇降台20との間に取り付ける。仮受け装置30の油圧シリンダ36を駆動して反固定梁側アーム34を既設電車線102方向へ押し出し、反固定梁側アーム34に設けた2つの引っ掛け部35を既設電車線102の二連ヨーク(金具)110から引き離す。次に、固定梁側アーム31に設けた固定具32のカバー部33を回転して固定具32内に嵌め込まれている固定梁103から離れる方向へ固定梁側アーム31を移動し、固定梁103から固定梁側アーム31を外す。   Next, as shown in FIG. 9B, the hydraulic cylinder 22 is driven to lower the lifting platform 20 to the original position. Next, the temporary support rod 40 is attached between the temporary support device 30 and the lifting platform 20. The hydraulic cylinder 36 of the temporary receiving device 30 is driven to push the anti-fixed beam side arm 34 toward the existing train line 102, and the two hook portions 35 provided on the anti-fixed beam side arm 34 are connected to the double yoke of the existing train line 102. Pull away from (metal fitting) 110. Next, the cover 33 of the fixture 32 provided on the fixed beam side arm 31 is rotated to move the fixed beam side arm 31 in a direction away from the fixed beam 103 fitted in the fixture 32. Then, the fixed beam side arm 31 is removed.

次に、図9(c)に示すように、保守車両10の昇降装置12を操作して高所作業車11を元の位置に戻し、設置作業を終了する。   Next, as shown in FIG.9 (c), the raising / lowering apparatus 12 of the maintenance vehicle 10 is operated, the aerial work vehicle 11 is returned to an original position, and installation work is complete | finished.

本発明の一実施形態に係るTTBの設置装置を搭載した保守車両を示す側面図である。It is a side view which shows the maintenance vehicle carrying the installation apparatus of TTB which concerns on one Embodiment of this invention. 図1の昇降台を示す側面図である。It is a side view which shows the lifting platform of FIG. 図1の昇降台を示す正面図である。It is a front view which shows the lifting platform of FIG. 図1の仮受け装置を示す平面図である。It is a top view which shows the temporary receiver of FIG. 図4の詳細を示す拡大図である。It is an enlarged view which shows the detail of FIG. 図1のTTBの設置装置によって既設電車線を仮受けしている状態を示す側面図である。It is a side view which shows the state which has temporarily received the existing train line by the installation apparatus of TTB of FIG. (a)〜(d)は図1のTTBの設置装置によってTTBを設置する手順を示す説明図である。(A)-(d) is explanatory drawing which shows the procedure which installs TTB with the installation apparatus of TTB of FIG. (a)〜(c)は図7の手順の続きの手順を示す説明図である。(A)-(c) is explanatory drawing which shows the procedure of the continuation of the procedure of FIG. (a)〜(c)は図8の手順の続きの手順を示す説明図である。(A)-(c) is explanatory drawing which shows the procedure of the continuation of the procedure of FIG. TTBを設置前の既設電車線の取付状態を示す説明図である。It is explanatory drawing which shows the attachment state of the existing train line before installing TTB. TTBを設置後の既設電車線の取付状態を示す説明図である。It is explanatory drawing which shows the attachment state of the existing train line after installing TTB.

符号の説明Explanation of symbols

10 保守車両
11 高所作業車
12 昇降装置
13 作業床
20 昇降台
21 ベーブ部
22 油圧シリンダ
23 TTB取付部
24 座部
25 取付部
30 仮受け装置
31 固定梁側アーム
32 固定具
33 カバー部
34 反固定梁側アーム
35 引っ掛け部
36 油圧シリンダ
37 連結棒
38 取付片
39 支持棒受け
40 仮受け支持棒
100 トンネル天井
101 受け金具
102 既設電車線
103 固定梁
104 電車線引き留め金具
105 連結金具
106 引き留めロッド
106a 新たに取り付けられた引き留めロッド
107 TTB
108 連結ヨーク
109 回転アーム
110 二連ヨーク
DESCRIPTION OF SYMBOLS 10 Maintenance vehicle 11 Elevation work vehicle 12 Lifting device 13 Work floor 20 Lifting stand 21 Babe part 22 Hydraulic cylinder 23 TTB attachment part 24 Seat part 25 Attachment part 30 Temporary receiving device 31 Fixed beam side arm 32 Fixture 33 Cover part 34 Fixed beam side arm 35 Hook 36 Hydraulic cylinder 37 Connecting rod 38 Mounting piece 39 Support rod receiver 40 Temporary receiving support rod 100 Tunnel ceiling 101 Receiving bracket 102 Existing train line 103 Fixed beam 104 Train line retaining bracket 105 Connecting bracket 106 Retaining rod 106a Newly installed retaining rod 107 TTB
108 connecting yoke 109 rotating arm 110 double yoke

Claims (4)

車両上に設備され、トンネル内において、既設電車線の真上のトンネル天井の受け金具に、電車線自動張力調整装置を取り付けるための装置であって、
前記電車線自動張力調整装置を載置し、前記受け金具との取付位置に搬送する昇降台と、
一対のアームを一対の油圧シリンダを介して伸縮自在に連絡する枠部材で構成されるとともに、前記昇降台に支持棒を介して取り外し自在に取り付けられ、前記電車線自動張力調整装置の取付時に前記電車線自動張力調整装置を取り付けるために交換部品が取り外された前記既設電車線を仮受けし、前記電車線自動張力調整装置を取り付けるトンネル天井までの電車線自動張力調整装置通過空間を確保する仮受け装置と
からなることを特徴とする電車線自動張力調整装置の設置装置。
A device for installing a train line automatic tension adjusting device on a bracket on a tunnel ceiling directly above an existing train line, installed on a vehicle,
A platform for placing the train line automatic tension adjusting device and transporting it to a mounting position with the receiving bracket,
A pair of arms is configured with a frame member that is telescopically connected via a pair of hydraulic cylinders, and is detachably attached to the lifting platform via a support bar, and when the train line automatic tension adjusting device is attached, Temporarily receiving the existing train line from which replacement parts have been removed in order to install the train line automatic tension adjusting device, and securing a passage space through the train line automatic tension adjusting device to the tunnel ceiling to which the train line automatic tension adjusting device is installed An installation device for an automatic tension adjusting device for a train line, characterized by comprising: a receiving device.
請求項1記載の電車線自動張力調整装置の設置装置において、
前記仮受け装置の枠部材は、
トンネル上部から垂下する固定梁に結合する固定部を備えた固定梁側アームと、
前記電車線自動張力調整装置を取り付けるために取り外される交換部品より反固定梁側の前記既設電車線の金具に引っ掛ける引っ掛け部を備えた反固定梁側アームと、
前記固定梁側アームに対向して取り付けられた一対の油圧シリンダと、
前記反固定梁側アームに対向して取り付けられるとともに前記油圧シリンダに取り付けられる一対の連結棒と
を備えていることを特徴とする電車線自動張力調整装置の設置装置。
In the installation apparatus of the train line automatic tension adjusting device according to claim 1,
The frame member of the temporary receiving device is
A fixed beam side arm provided with a fixed portion coupled to a fixed beam hanging from the upper part of the tunnel;
An anti-fixed beam side arm provided with a hook portion that hooks to the bracket of the existing train line on the anti-fixed beam side from a replacement part to be removed for attaching the train line automatic tension adjusting device;
A pair of hydraulic cylinders mounted opposite the fixed beam side arm;
An apparatus for installing a train line automatic tension adjusting device, comprising: a pair of connecting rods attached to the anti-fixed beam side arm and attached to the hydraulic cylinder.
請求項1または請求項2記載の電車線自動張力調整装置の設置装置を用いて電車線自動張力調整装置を設置する方法において、
前記既設電車線に前記電車線自動張力調整装置を取り付けるに際し、前記電車線自動張力調整装置を取り付けるために交換部品を取り外し、前記仮受け装置にて前記既設電車線を仮受けし、前記交換部品の取り外しにより作られた前記仮受け装置の枠部材の中央部の空間を通って前記電車線自動張力調整装置を前記昇降台によって持ち上げる
ことを特徴とする電車線自動張力調整装置の設置方法。
In the method of installing a train line automatic tension adjusting device using the installation device of the train line automatic tension adjusting device according to claim 1 or 2,
When attaching the train line automatic tension adjusting device to the existing train line, a replacement part is removed to attach the train line automatic tension adjusting device, the existing train line is temporarily received by the temporary receiving device, and the replacement part is removed. The train line automatic tension adjusting device is lifted by the lifting platform through the space at the center of the frame member of the temporary receiving device made by removing the temporary train device.
請求項1または請求項2記載の電車線自動張力調整装置の設置装置を用いて電車線自動張力調整装置を設置する方法において、
前記昇降台に前記電車線自動張力調整装置を搭載する工程と、
前記トンネル上部から垂下する固定梁に結合されている既設電車線の端部の真下まで仮受け装置を移動し、前記仮受け装置の固定梁側アームを前記固定梁に固定する工程と、
前記仮受け装置を移動して反固定梁側アームを、前記電車線自動張力調整装置を取り付けるために取り外される交換部品より反固定梁側の前記既設電車線の金具に引っ掛け、両アーム間を前記一対の油圧シリンダを圧縮して前記既設電車線を前記仮受け装置を介して固定梁と結ぶ工程と、
前記既設電車線の交換部品を取り外し、前記交換部品の取り外しにより作られた前記仮受け装置の枠部材の中央部の空間を通って前記電車線自動張力調整装置を前記昇降台によって持ち上げ、前記トンネル天井の受け金具に固定する工程と、
前記電車線自動張力調整装置内のバネ張力を伝えている回転アームと引き留めロッドを前記既設電車線に再結合するとともに、前記電車線自動張力調整装置を固定梁と結合する工程と、
前記既設電車線の金具と前記枠部材との隙間を開け、前記固定梁との結合を開放した後、前記仮受け装置全体を降下して前記車両の所定位置に戻す工程と
を備えたことを特徴とする電車線自動張力調整装置の設置方法。
In the method of installing a train line automatic tension adjusting device using the installation device of the train line automatic tension adjusting device according to claim 1 or 2,
Mounting the train line automatic tension adjusting device on the lifting platform;
Moving the temporary receiving device to just below the end of the existing train line coupled to the fixed beam hanging from the upper part of the tunnel, and fixing the fixed beam side arm of the temporary receiving device to the fixed beam;
Move the temporary receiving device and hook the anti-fixed beam side arm to the bracket of the existing train line on the anti-fixed beam side from the replacement part to be removed to attach the train line automatic tension adjusting device. A step of compressing a pair of hydraulic cylinders and connecting the existing train line to the fixed beam via the temporary receiving device;
The existing train line replacement part is removed, the train line automatic tension adjusting device is lifted by the lifting platform through the space in the center of the frame member of the temporary receiving device made by removing the replacement part, and the tunnel Fixing to the ceiling bracket,
Reconnecting the rotating arm and retaining rod transmitting spring tension in the train line automatic tension adjusting device to the existing train line, and coupling the train line automatic tension adjusting device to a fixed beam;
A step of opening the gap between the bracket of the existing train line and the frame member, releasing the connection with the fixed beam, and then lowering the entire temporary receiving device to return it to a predetermined position of the vehicle. The installation method of the characteristic train line automatic tension adjusting device.
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CN103551831A (en) * 2013-10-30 2014-02-05 劳士领汽车配件(苏州)有限公司 Variable air inlet barrier assembling and detecting device
JP2020131730A (en) * 2019-02-13 2020-08-31 日本電設工業株式会社 Drawing transport device of spring type tension balancer

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JPH09315187A (en) * 1996-05-31 1997-12-09 West Japan Railway Co Vehicle for high lift work for laying and removing electric traction
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Publication number Priority date Publication date Assignee Title
JPH079895A (en) * 1993-06-29 1995-01-13 Suganuma Seisakusho:Kk Weight shift breadth measurement instrument for trolley wire tension adjusting device
JPH09315187A (en) * 1996-05-31 1997-12-09 West Japan Railway Co Vehicle for high lift work for laying and removing electric traction
JP2000313333A (en) * 1999-04-28 2000-11-14 Aichi Corp Workbench lift control device for track travelling vehicle
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CN103551831A (en) * 2013-10-30 2014-02-05 劳士领汽车配件(苏州)有限公司 Variable air inlet barrier assembling and detecting device
JP2020131730A (en) * 2019-02-13 2020-08-31 日本電設工業株式会社 Drawing transport device of spring type tension balancer
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