JP2943086B2 - Roadbed continuous excavator - Google Patents

Roadbed continuous excavator

Info

Publication number
JP2943086B2
JP2943086B2 JP16622991A JP16622991A JP2943086B2 JP 2943086 B2 JP2943086 B2 JP 2943086B2 JP 16622991 A JP16622991 A JP 16622991A JP 16622991 A JP16622991 A JP 16622991A JP 2943086 B2 JP2943086 B2 JP 2943086B2
Authority
JP
Japan
Prior art keywords
mounting
roadbed
cross member
rail
excavator
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.)
Expired - Fee Related
Application number
JP16622991A
Other languages
Japanese (ja)
Other versions
JPH04366202A (en
Inventor
正 大西
正典 東
幹彦 中島
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.)
TOTETSU KOGYO KK
Komatsu Ltd
Original Assignee
TOTETSU KOGYO KK
Komatsu Ltd
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 TOTETSU KOGYO KK, Komatsu Ltd filed Critical TOTETSU KOGYO KK
Priority to JP16622991A priority Critical patent/JP2943086B2/en
Publication of JPH04366202A publication Critical patent/JPH04366202A/en
Application granted granted Critical
Publication of JP2943086B2 publication Critical patent/JP2943086B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、鉄道の保線作業におけ
る道床交換作業に用いる道床連続掘削機に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a continuous track bed excavator used for track bed replacement work in railway track maintenance work.

【0002】[0002]

【従来の技術】鉄道の保線作業における道床交換作業は
レールを支持する枕木の下に堆積した砕石を掘削して排
出し、新らしい砕石を投入する作業であり、レール、枕
木が邪魔になるから通常のパワーショベルなどを用いて
実施できない。そこで、図1に示すような道床連続掘削
機が提案されている。すなわち、図1に示すように一対
の案内板1,1に反力受2を連結金具3で取付け、この
反力受2に設けたシリンダ4で掘削機構5を案内板1に
沿って移動自在とし、その掘削機構5を油圧モータ6で
ベルト状カッタ7を水平面方向に回転する構成とした道
床連続掘削機が提案されている。
2. Description of the Related Art Roadbed replacement work in railway track maintenance work involves excavating and discharging crushed stones deposited under a sleeper that supports rails, and introducing new crushed stones. It cannot be performed using a power shovel or the like. Therefore, a continuous roadbed excavator as shown in FIG. 1 has been proposed. That is, as shown in FIG. 1, a reaction force receiver 2 is attached to a pair of guide plates 1 and 1 with a connection fitting 3, and an excavating mechanism 5 is movable along the guide plate 1 by a cylinder 4 provided on the reaction force receiver 2. A roadbed continuous excavator in which the excavating mechanism 5 is configured to rotate the belt-shaped cutter 7 in a horizontal plane direction by a hydraulic motor 6 has been proposed.

【0003】[0003]

【発明が解決しようとする課題】かかる道床連続掘削機
は作業現場まで運搬して人力でセットするが、全体が大
重量であるからセットに時間がかかるし、面倒であり、
しかも掘削機構5を案内板1に沿って所定ストローク移
動したら再びセットし直すのでその作業が大変面倒とな
り、道床交換作業を省力化、自動化することができな
い。
Such a continuous roadbed excavator is transported to a work site and set manually, but since the whole is heavy, it takes time to set and is troublesome.
Moreover, when the excavating mechanism 5 is moved along the guide plate 1 by a predetermined stroke, it is reset, so that the operation is very troublesome, and the roadbed changing operation cannot be labor-saving and automated.

【0004】そこで、本発明は前述の課題を解決できる
ようにした道床連続掘削機を提供することを目的とす
る。
Accordingly, an object of the present invention is to provide a continuous roadbed excavator capable of solving the above-mentioned problems.

【0005】[0005]

【課題を解決するための手段】上下揺動自在なアーム1
4を備えた走行車両と、前記アーム14に取付けた取付
部材23と、前記取付部材23に上下揺動自在に取付け
た取付横材26と、前記取付部材23と取付横材26に
亘って連結した上下揺動シリンダ28と、前記取付横材
26に上下方向に移動可能で、かつ水平方向に揺動可能
に取付けた支持体33と、前記取付横材26に取付けら
れ前記支持体33を上下方向に移動する上下移動機構3
5と、前記取付横材26に取付けられ前記支持体33を
水平方向に揺動する水平揺動シリンダ37と、前記支持
体33に取付けられベルト状カッタ42を水平方向に回
転自在とした掘削機構43と、前記取付部材23に取付
けられてレール19に接するガイドローラ30を備えて
いることを特徴とする道床連続掘削機。
Means for Solving the Problems Up and down swingable arm 1
4, a mounting member 23 mounted on the arm 14, a mounting cross member 26 mounted on the mounting member 23 to be able to swing up and down, and a connection across the mounting member 23 and the mounting cross member 26. A vertically swingable cylinder 28, a support 33 attached to the mounting cross member 26 so as to be movable in the vertical direction and swingable in the horizontal direction, and a support member 33 mounted to the mounting cross member 26, and Vertical movement mechanism 3 that moves in the direction
5, a horizontal swing cylinder 37 mounted on the mounting cross member 26 and horizontally swinging the support 33, and an excavating mechanism mounted on the support 33 and enabling the belt-shaped cutter 42 to freely rotate in the horizontal direction. 43. A continuous roadbed excavator comprising: 43; and a guide roller 30 attached to the attachment member 23 and in contact with the rail 19.

【0006】[0006]

【作 用】アーム14を上下に揺動してガイドローラ
30をレール19に記載することで取付部材23をレー
ル19で支持できる。水平揺動シリンダ37によって掘
削機構43を水平方向に揺動できる。これにより、アー
ム14を上下に揺動してガイドローラ30をレール19
に載置し、ベルト状カッタ42を回転させながら水平方
向に揺動することで掘削機構43をレール19の側方か
ら枕木の下に揺動でき、人力を用いずに掘削機構43を
セットできるし、その状態で走行車両を走行することで
道床を連続して掘削して側方に排出できるから、人力を
必要とせずに道床を連続して掘削できて道床交換作業を
省力化、自動化できるし、掘削反力をガイドローラ30
を介してレール19で支持できる。上下揺動シリンダ2
8で取付横材26を下方に揺動することで掘削機構43
を下方に揺動できる。これによって、掘削機構43を道
床に押しつけながら掘削することができ、掘削反力等で
掘削機構43が浮き上ることがない。上下移動機構35
で支持体33を上下に移動することで掘削機構43が上
下動する。これによって、掘削機構43の掘削深さを調
整できる。
The mounting member can be supported by the rail by swinging the arm up and down to describe the guide roller on the rail. The excavating mechanism 43 can be swung in the horizontal direction by the horizontal swing cylinder 37. As a result, the arm 14 is swung up and down to move the guide roller 30 to the rail 19.
The excavating mechanism 43 can be swung under the sleepers from the side of the rail 19 by swinging horizontally while rotating the belt-shaped cutter 42 while rotating the belt-shaped cutter 42, and the excavating mechanism 43 can be set without using human power. By running the traveling vehicle in that state, the roadbed can be continuously excavated and discharged to the side, so that the roadbed can be continuously excavated without the need for human power, and the work of replacing the roadbed can be labor-saving and automated. , Excavation reaction force to guide roller 30
Can be supported by the rail 19. Vertical swing cylinder 2
In FIG. 8, the excavating mechanism 43 is swung downward by swinging the mounting cross member 26.
Can swing downward. Thus, the excavation mechanism 43 can be excavated while being pressed against the roadbed, and the excavation mechanism 43 does not rise due to excavation reaction force or the like. Vertical movement mechanism 35
The excavating mechanism 43 moves up and down by moving the support 33 up and down with. Thereby, the excavation depth of the excavation mechanism 43 can be adjusted.

【0007】[0007]

【実 施 例】図2に示すように、下部走行体10に上
部車体11が旋回機構12で旋回自在に設けてあり、そ
の上部車体11にブーム13、アーム14がブームシリ
ンダ15、アームシリンダ16で順次上下揺動自在に設
けられて走行車両を構成し、前記下部走行体10は履帯
式走行体17と鉄輪18を備え、鉄輪18を下方に揺動
してレール19に接してレール19に沿って走行し、鉄
輪18を上方に揺動して履帯式走行体17で走行するよ
うにしてあり、前記レール19は砕石20を堆積した道
床21上の枕木22間に亘って支持してある。前記アー
ム14の先端部には取付部材23がピン24で上下揺動
自在に支承され、この取付部材23の下部に設けた下向
コ字状のブラケット25に取付横材26がピン27で上
下揺動自在に支承してあり、この取付横材26と取付部
材23とに亘って上下揺動シリンダ28が連結され、前
記ブラケット25の下部に下向コ字状の長尺のケース2
9が取着してあり、このケース29に一対のガイドロー
ラ30,30が取付けてある。前記取付横材26に設け
たナット部材31にネジ杆32が螺合し、このネジ杆3
2が支持体33に回転自在に連結され、ネジ杆32をハ
ンドル34で回転すると支持体33が上下動するように
なって上下移動機構35を構成し、該支持体33に設け
たブラケット36と前記取付横材26とに亘って水平揺
動シリンダ37が連結されている。前記支持体33の下
部にフレーム38が水平方向に向けて取付けられ、この
フレーム38に設けた駆動輪39、従動輪40、ガイド
ローラ41にベルト状カッタ42が巻掛けられて掘削機
構43を構成し、駆動輪39は油圧モータ44で駆動さ
れる。
As shown in FIG. 2, an upper body 11 is rotatably provided on a lower traveling body 10 by a turning mechanism 12, and a boom 13 and an arm 14 are provided on the upper body 11 with a boom cylinder 15 and an arm cylinder 16 respectively. The lower traveling body 10 is provided with a crawler-type traveling body 17 and an iron wheel 18, and swings the iron wheel 18 downward to contact the rail 19 and contact the rail 19. The rails 19 swing upward and run on the crawler-type traveling body 17. The rails 19 are supported between the sleepers 22 on the roadbed 21 on which the crushed stones 20 are deposited. . A mounting member 23 is supported on the distal end of the arm 14 by a pin 24 so as to be able to swing up and down. A mounting U-shaped bracket 25 provided below the mounting member 23 has a mounting cross member 26 vertically moved by a pin 27. A vertically oscillating cylinder 28 is connected between the mounting cross member 26 and the mounting member 23 so as to be swingable.
The case 29 has a pair of guide rollers 30 attached thereto. A screw rod 32 is screwed into a nut member 31 provided on the mounting cross member 26, and the screw rod 3
2 is rotatably connected to a support 33, and when the screw rod 32 is rotated by a handle 34, the support 33 moves up and down to form a vertical movement mechanism 35, and a bracket 36 provided on the support 33 is provided. A horizontal swing cylinder 37 is connected to the mounting cross member 26. A frame 38 is mounted below the support 33 in the horizontal direction, and a belt-shaped cutter 42 is wound around a driving wheel 39, a driven wheel 40, and a guide roller 41 provided on the frame 38 to form an excavating mechanism 43. The drive wheels 39 are driven by a hydraulic motor 44.

【0008】次に道床掘削動作を説明する。ブームシリ
ンダ15を浮状態としてブーム13、アーム14等の自
重でガイドローラ30でレール19上に載置し、水平揺
動シリンダ37で支持体33を回転して掘削機構43を
レール19と平行姿勢とする。油圧モータ44を駆動し
てベルト状カッタ42を回転させながら水平揺動シリン
ダ37で支持体33を回転して掘削機構43をレール1
9と直角の姿勢として枕木22の下に移動してセットす
る。この時掘削機構43を90度回転できるから掘削初
めのセットが容易となる。上下揺動シリンダ28で支持
体33を通じて掘削機構43を押しつけながら走行車両
を走行して掘削機構43を枕木22の下に移動させて道
床21を掘削して砕石20を側方に排出する。この時、
掘削機構43を若干揺動することで砕石20の排出方向
を調整できるし、ハンドル34を回転して支持体33を
上下に移動することで枕木22の高さに応じて掘削深さ
を調整でき、しかもガイドローラ30の両側鍔45,4
5をレール19の両側面に当接して掘削反力を支持でき
るし、掘削機構43を水平に対して斜めにして勾配の路
床に合せて掘削することもできる。
Next, a roadbed excavation operation will be described. With the boom cylinder 15 in a floating state, the boom 13, the arm 14, etc., is mounted on the rail 19 by the guide roller 30 by its own weight, and the support 33 is rotated by the horizontal swinging cylinder 37 so that the excavating mechanism 43 is in a posture parallel to the rail 19. And While the hydraulic motor 44 is driven to rotate the belt-shaped cutter 42, the support 33 is rotated by the horizontal swing cylinder 37 to move the excavating mechanism 43 to the rail 1.
It moves under the sleeper 22 as a posture perpendicular to 9 and is set. At this time, since the excavating mechanism 43 can be rotated by 90 degrees, setting at the beginning of excavation becomes easy. The traveling vehicle travels while pushing the excavating mechanism 43 through the support 33 with the vertically oscillating cylinder 28 to move the excavating mechanism 43 under the sleepers 22 to excavate the roadbed 21 and discharge the crushed stones 20 to the side. At this time,
By slightly rocking the excavating mechanism 43, the discharging direction of the crushed stone 20 can be adjusted, and the excavation depth can be adjusted according to the height of the sleeper 22 by rotating the handle 34 and moving the support 33 up and down. And both side flanges 45, 4 of the guide roller 30
The excavation reaction force can be supported by abutting the rails 5 on both side surfaces of the rail 19, and the excavation mechanism 43 can be inclined obliquely with respect to the horizontal to excavate along the sloped roadbed.

【0009】次に変形例を説明する。図5のように支持
体33の中心を駆動輪39の中心と同一として線路脇と
側構溝との間隔が狭い場合にも使用できるようにしても
良いし、図6のように掘削機構43を枕木22より長尺
としても良い。また、図7に示すように取付横材26を
第1・第2取付横材50,51をピン52で上下揺動自
在に連結したものとし、その第1取付横材50に一対の
ケース29を取付け、その各ケース29に片鍔のガイド
ローラ30をそれぞれ設けて掘削反力を一対のレール1
9,19で支持しても良い。
Next, a modification will be described. The center of the support 33 may be the same as the center of the drive wheel 39 as shown in FIG. 5 so that it can be used even when the distance between the side of the track and the side groove is narrow, or as shown in FIG. May be longer than the sleeper 22. As shown in FIG. 7, the mounting cross member 26 is connected to the first and second mounting cross members 50 and 51 by pins 52 so as to be vertically swingable. And a single-sided guide roller 30 is provided in each case 29 to reduce the excavation reaction force by a pair of rails 1.
9, and 19 may be supported.

【0010】[0010]

【発明の効果】アーム14を上下に揺動してガイドロー
ラ30をレール19に記載することで取付部材23をレ
ール19で支持できる。水平揺動シリンダ37によって
掘削機構43を水平方向に揺動できる。これにより、ア
ーム14を上下に揺動してガイドローラ30をレール1
9に載置し、ベルト状カッタ42を回転させながら水平
方向に揺動することで掘削機構43をレール19の側方
から枕木の下に揺動でき、人力を用いずに掘削機構43
をセットできるし、その状態で走行車両を走行すること
で道床を連続して掘削して側方に排出できるから、人力
を必要とせずに道床を連続して掘削できて道床交換作業
を省力化、自動化できるし、掘削反力をガイドローラ3
0を介してレール19で支持できる。上下揺動シリンダ
28で取付横材26を下方に揺動することで掘削機構4
3を下方に揺動できる。これによって、掘削機構43を
道床に押しつけながら掘削することができ、掘削反力等
で掘削機構43が浮き上ることがない。上下移動機構3
5で支持体33を上下に移動することで掘削機構43が
上下動する。これによって、掘削機構43の掘削深さを
調整できる。
The mounting member 23 can be supported by the rail 19 by swinging the arm 14 up and down to describe the guide roller 30 on the rail 19. The excavating mechanism 43 can be swung in the horizontal direction by the horizontal swing cylinder 37. As a result, the arm 14 is swung up and down to move the guide roller 30 to the rail 1.
9 and swinging in the horizontal direction while rotating the belt-shaped cutter 42, the excavating mechanism 43 can be swung under the sleepers from the side of the rail 19, and the excavating mechanism 43 can be used without human power.
It is possible to continuously excavate the roadbed and discharge it to the side by running the traveling vehicle in that state, so it is possible to continuously excavate the roadbed without the need for human power and to save the labor of replacing the roadbed Can be automated, and excavation reaction force can be
0 can be supported by the rail 19. By oscillating the mounting cross member 26 downward with the vertical oscillating cylinder 28, the excavating mechanism 4
3 can be swung down. Thus, the excavation mechanism 43 can be excavated while being pressed against the roadbed, and the excavation mechanism 43 does not rise due to excavation reaction force or the like. Vertical movement mechanism 3
By moving the support 33 up and down at 5, the excavating mechanism 43 moves up and down. Thereby, the excavation depth of the excavation mechanism 43 can be adjusted.

【図面の簡単な説明】[Brief description of the drawings]

【図1】従来の道床連続掘削機の平面図である。FIG. 1 is a plan view of a conventional roadbed continuous excavator.

【図2】本発明の道床連続掘削機の一例を示す正面図で
ある。
FIG. 2 is a front view showing an example of a continuous roadbed excavator according to the present invention.

【図3】本発明の道床連続掘削機の一例を示す左側面図
である。
FIG. 3 is a left side view showing an example of the continuous roadbed excavator of the present invention.

【図4】本発明の道床連続掘削機の一例を示す平面図で
ある。
FIG. 4 is a plan view showing an example of a continuous roadbed excavator according to the present invention.

【図5】本発明の道床連続掘削機の掘削機構取付部の変
形例を示す左側面図である。
FIG. 5 is a left side view showing a modified example of the excavation mechanism mounting portion of the continuous roadbed excavator of the present invention.

【図6】本発明の道床連続掘削機の掘削機構の変形例を
示す左側面図である。
FIG. 6 is a left side view showing a modification of the excavation mechanism of the continuous roadbed excavator of the present invention.

【図7】本発明の道床連続掘削機のガイドローラ取付部
の変形例を示す左側面図である。
FIG. 7 is a left side view showing a modified example of the guide roller mounting portion of the continuous roadbed excavator of the present invention.

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭57−169102(JP,A) 特開 昭61−134402(JP,A) (58)調査した分野(Int.Cl.6,DB名) E01B 27/04 ────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-57-169102 (JP, A) JP-A-61-134402 (JP, A) (58) Fields investigated (Int. Cl. 6 , DB name) E01B 27/04

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 上下揺動自在なアーム14を備えた走行
車両と、 前記アーム14に取付けた取付部材23と、 前記取付部材23に上下揺動自在に取付けた取付横材2
6と、 前記取付部材23と取付横材26に亘って連結した上下
揺動シリンダ28と、 前記取付横材26に上下方向に移動可能で、かつ水平方
向に揺動可能に取付けた支持体33と、 前記取付横材26に取付けられ前記支持体33を上下方
向に移動する上下移動機構35と、 前記取付横材26に取付けられ前記支持体33を水平方
向に揺動する水平揺動シリンダ37と、 前記支持体33に取付けられベルト状カッタ42を水平
方向に回転自在とした掘削機構43と、 前記取付部材23に取付けられてレール19に接するガ
イドローラ30 を備えていることを特徴とする道床連続
掘削機。
1. Traveling provided with an arm 14 which can swing up and down.
A vehicle, a mounting member 23 mounted on the arm 14, and a mounting cross member 2 mounted on the mounting member 23 so as to be vertically swingable.
6, the upper and lower parts connected across the mounting member 23 and the mounting cross member 26.
The oscillating cylinder 28 and the mounting cross member 26 can be moved vertically, and
A supporting member 33 slidably mounted in the direction, and the supporting member 33 mounted on the mounting cross member 26 and
A vertical moving mechanism 35 that moves in the direction
A horizontal swing cylinder 37, the belt-shaped cutter 42 attached to the support member 33 horizontally swings direction
An excavating mechanism 43 rotatable in a direction, and a gasket mounted on the mounting member 23 and in contact with the rail 19.
Roadbed continuation characterized by having an idling roller 30
Excavator.
JP16622991A 1991-06-12 1991-06-12 Roadbed continuous excavator Expired - Fee Related JP2943086B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16622991A JP2943086B2 (en) 1991-06-12 1991-06-12 Roadbed continuous excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16622991A JP2943086B2 (en) 1991-06-12 1991-06-12 Roadbed continuous excavator

Publications (2)

Publication Number Publication Date
JPH04366202A JPH04366202A (en) 1992-12-18
JP2943086B2 true JP2943086B2 (en) 1999-08-30

Family

ID=15827510

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16622991A Expired - Fee Related JP2943086B2 (en) 1991-06-12 1991-06-12 Roadbed continuous excavator

Country Status (1)

Country Link
JP (1) JP2943086B2 (en)

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JP2004232358A (en) * 2003-01-31 2004-08-19 Komatsu Ltd Scratch-out device and ballast scratch-out machine for railways loaded with it
US7481168B2 (en) 2005-04-07 2009-01-27 Lawrence Glenn Pike Off-track railroad track undercutter apparatus
JP6817640B2 (en) * 2018-07-12 2021-01-20 保線機器整備株式会社 Undercutter attachment with bucket

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