JPH04366202A - Road bed continuous-excavator - Google Patents
Road bed continuous-excavatorInfo
- Publication number
- JPH04366202A JPH04366202A JP16622991A JP16622991A JPH04366202A JP H04366202 A JPH04366202 A JP H04366202A JP 16622991 A JP16622991 A JP 16622991A JP 16622991 A JP16622991 A JP 16622991A JP H04366202 A JPH04366202 A JP H04366202A
- Authority
- JP
- Japan
- Prior art keywords
- excavator
- excavation
- rail
- support
- continuous
- 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
Links
Landscapes
- Machines For Laying And Maintaining Railways (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【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。[Prior Art] Track bed replacement work in railway track maintenance work involves excavating and removing the crushed stone that has accumulated under the sleepers that support the rails, and then inserting new crushed stone. It cannot be carried out 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, 1 with a connecting fitting 3, and an excavation mechanism 5 can be moved freely along the guide plate 1 by a cylinder 4 provided on this reaction force receiver 2. A continuous roadbed excavator has been proposed in which the excavation mechanism 5 is configured to rotate a belt-shaped cutter 7 in a horizontal direction using a hydraulic motor 6.
【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
。[Problem to be Solved by the Invention] Such a continuous track bed excavator is transported to the work site and set by hand, but since the whole machine is heavy, setting it up takes time and is troublesome.
Moreover, after the excavation mechanism 5 has been moved along the guide plate 1 by a predetermined stroke, it must be reset again, which makes the work very troublesome, and it is not possible to save labor or automate the track bed replacement work.
【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
。SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a continuous road bed excavator that can solve the above-mentioned problems.
【0005】[0005]
【課題を解決するための手段】走行車両のアームに取付
部材を取付け、この取付部材にガイドローラと支持体を
設け、支持体を回転自在とすると共に、ベルト状カッタ
を回転自在とした掘削機構を取付けたもの。[Means for solving the problem] An excavation mechanism in which a mounting member is attached to the arm of a traveling vehicle, a guide roller and a support are provided on the mounting member, the support is rotatable, and a belt-shaped cutter is rotatable. The one with the .
【0006】[0006]
【作 用】掘削機構を支持体とともに回転するこ
とで枕木の下にセットできるし、ガイドローラをレール
に沿って走行しながらベルト状カッタを回転することで
レールによって反力を支持しながら道床を連続して掘削
して側方に排出できる。[Function] By rotating the excavation mechanism together with the support, it can be set under the sleepers, and by rotating the belt-shaped cutter while running the guide roller along the rail, the track bed is continuously covered while supporting the reaction force by the rail. It can be excavated and drained to the side.
【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29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32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。[Example] As shown in FIG. 2, the lower running body 10
An upper vehicle body 11 is provided so as to be freely pivotable by a swing mechanism 12, and a boom 13 and an arm 14 are provided on the upper vehicle body 11 so as to be vertically swingable sequentially by a boom cylinder 15 and an arm cylinder 16, thereby forming a traveling vehicle. The lower running body 10 includes a track-type running body 17 and a steel wheel 18, and runs along the rail 19 in contact with a rail 19 by swinging the steel wheel 18 downward, and runs along the rail 19 by swinging the steel wheel 18 upward. It runs on a traveling body 17, and the rails 19 are supported across sleepers 22 on a roadbed 21 on which crushed stones 20 are piled up. At the tip of the arm 14, a mounting member 23 is supported by a pin 24 so as to be able to swing up and down, and a mounting cross member 26 is supported by a pin 27 on a downward U-shaped bracket 25 provided at the bottom of the mounting member 23.
A vertically swinging cylinder 28 is connected between the mounting cross member 26 and the mounting member 23, and a downward U-shaped long case 29 is attached to the lower part of the bracket 25. is attached to the case 29, and a pair of guide rollers 30, 30 are attached to this case 29. A threaded rod 32 is screwed into a nut member 31 provided on the mounting cross member 26, and this threaded rod 32 is rotatably connected to a support 33.
When rotated by the handle 34, the support body 33 moves up and down, forming a vertical movement mechanism 35, and a horizontal swing cylinder 37 extends between the bracket 36 provided on the support body 33 and the mounting cross member 26. connected. The support body 33
A frame 38 is installed horizontally at the bottom of the
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 constitute an excavation mechanism 43, and the driving wheel 39 is 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, the track bed excavation operation will be explained. With the boom cylinder 15 in a floating state, the weight of the boom 13, arm 14, etc. is placed on the rail 19 by the guide roller 30, and the support body 33 is rotated by the horizontal swing cylinder 37, so that the excavation mechanism 43 is placed in a parallel position with the rail 19. shall be. While driving the hydraulic motor 44 to rotate the belt-shaped cutter 42, the support body 33 is rotated by the horizontal swing cylinder 37, and the excavation mechanism 43 is moved to the rail 1.
9 and set it under the sleeper 22. At this time, since the excavation mechanism 43 can be rotated 90 degrees, the initial setting for excavation is facilitated. The vehicle travels while pressing the excavating mechanism 43 through the support body 33 with the vertically swinging cylinder 28, moves the excavating mechanism 43 under the sleepers 22, excavates the road bed 21, and discharges the crushed stones 20 to the side. At this time,
By slightly rocking the excavation mechanism 43, the discharge direction of the crushed stone 20 can be adjusted, and by rotating the handle 34 and moving the support body 33 up and down, the excavation depth can be adjusted according to the height of the sleeper 22. , and both side collars 45, 4 of the guide roller 30
5 can be brought into contact with both sides of the rail 19 to support the excavation reaction force, and the excavation mechanism 43 can also be tilted with respect to the horizontal to allow excavation to match a 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。また、図8のように取付部
材23とアーム14とに亘ってリンク53を連結し、こ
のリンク53をバケットシリンダ54で揺動するように
しても良く、このようにすれば上下揺動シリンダ28が
不要となるし、通常のパワーショベルのアーム14とバ
ケットシリンダ54を利用できるばかりか、アーム14
の先端にバケットを装着して排出した旧い砕石の後処理
作業などを実施できる。Next, a modification will be explained. As shown in FIG. 5, the center of the support 33 may be made the same as the center of the drive wheel 39 so that it can be used even when the distance between the track side and the side ditch is narrow, or as shown in FIG. may be longer than the sleeper 22. Further, as shown in FIG. 7, the mounting cross member 26 is connected to the first and second mounting cross members 50 and 51 by a pin 52 so as to be vertically swingable, and the first mounting cross member 50 is connected to a pair of cases 29. , and each case 29 is provided with a single-flange guide roller 30 to transfer the excavation reaction force to the pair of rails 1.
It may be supported by 9 and 19. Alternatively, as shown in FIG. 8, a link 53 may be connected across the mounting member 23 and the arm 14, and this link 53 may be swung by the bucket cylinder 54. In this way, the vertically swinging cylinder 28 Not only is it possible to use the arm 14 and bucket cylinder 54 of a normal power shovel, but also the arm 14
By attaching a bucket to the tip of the machine, it is possible to perform post-processing work on the old crushed stone that has been discharged.
【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に載置し、ベルト状カッタ42を回
転させながら支持体33を回転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
。Effects of the Invention: By swinging the arm 14 up and down, placing the guide roller 30 on the rail 19, and rotating the support body 33 while rotating the belt-shaped cutter 42, the excavating mechanism 43
can be swung from the side of the rail 19 under the sleepers, the excavation mechanism 43 can be set without using human power, and by driving the vehicle in this state, the roadbed can be continuously excavated and discharged to the side. Therefore, the track bed can be continuously excavated without requiring human power, labor saving and automation of track bed replacement work can be achieved, and the excavation reaction force can be supported by the rails 19 via the guide rollers 30.
【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 track bed excavator of 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 a continuous track bed 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 track bed excavator of 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 modification of the excavation mechanism attachment part 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 modification of the guide roller attachment part of the continuous road bed excavator of the present invention.
【図8】本発明の道床連続掘削機の取付部材とアーム連
結部の変形例を示す正面図である。FIG. 8 is a front view showing a modification of the mounting member and the arm connecting portion of the continuous road bed excavator of the present invention.
10 下部走行体、11 上部車体、13 ブー
ム、14 アーム、19 レール、21 道床、
22 枕木、23 取付部材、26 取付横材、
29 ケース、30 ガイドローラ、33 支持
体、38 フレーム、39 駆動輪、40従動輪、
42 ベルト状カッタ、43 掘削機構。10 lower traveling body, 11 upper vehicle body, 13 boom, 14 arm, 19 rail, 21 track bed,
22 sleeper, 23 mounting member, 26 mounting cross member,
29 case, 30 guide roller, 33 support, 38 frame, 39 drive wheel, 40 driven wheel,
42 Belt-shaped cutter, 43 Excavation mechanism.
Claims (1)
ーム14に取付部材23を取付け、この取付部材23に
レール19に沿って走行するガイドローラ30を設け、
前記取付部材23に支持体33を回転自在に設け、この
支持体33にベルト状カッタ42を水平方向に回転自在
とした掘削機43を取付けたことを特徴とする道床連続
掘削機。1. A mounting member 23 is attached to an arm 14 that is vertically swingably supported on a traveling vehicle, and a guide roller 30 that runs along a rail 19 is provided on this mounting member 23.
A continuous road bed excavator characterized in that a support 33 is rotatably provided on the mounting member 23, and an excavator 43 having a belt-shaped cutter 42 rotatable in the horizontal direction is attached to the support 33.
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 true JPH04366202A (en) | 1992-12-18 |
| JP2943086B2 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) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07113203A (en) * | 1993-10-19 | 1995-05-02 | Uekigumi:Kk | Roadbed ballast recovery device |
| JP2004232358A (en) * | 2003-01-31 | 2004-08-19 | Komatsu Ltd | Scrape device and ballast scraper for railway equipped with it |
| US7481168B2 (en) | 2005-04-07 | 2009-01-27 | Lawrence Glenn Pike | Off-track railroad track undercutter apparatus |
| JP2020007865A (en) * | 2018-07-12 | 2020-01-16 | 保線機器整備株式会社 | Undercutter attachment with bucket |
-
1991
- 1991-06-12 JP JP16622991A patent/JP2943086B2/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07113203A (en) * | 1993-10-19 | 1995-05-02 | Uekigumi:Kk | Roadbed ballast recovery device |
| JP2004232358A (en) * | 2003-01-31 | 2004-08-19 | Komatsu Ltd | Scrape device and ballast scraper for railway equipped with it |
| US7481168B2 (en) | 2005-04-07 | 2009-01-27 | Lawrence Glenn Pike | Off-track railroad track undercutter apparatus |
| JP2020007865A (en) * | 2018-07-12 | 2020-01-16 | 保線機器整備株式会社 | Undercutter attachment with bucket |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2943086B2 (en) | 1999-08-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US3967396A (en) | Undercutter with rotary trencher | |
| JPH0756122B2 (en) | Self-propelled track changer | |
| CA2352939C (en) | A machine for renewing a track | |
| JP2653701B2 (en) | Track maintenance machine with track stabilization device | |
| US6862822B1 (en) | Mobile railway track repair apparatus | |
| CN1098398C (en) | Pipeline construction machinery for digging road sub-grade material | |
| CA1138258A (en) | Self-propelled ballast cleaning machine | |
| JPH04366202A (en) | Road bed continuous-excavator | |
| SU1487821A3 (en) | MOBILE INSTALLATION FOR CONTINUOUS REPLACEMENT OF RAILS AND TRAIL TRAILS | |
| RU2070950C1 (en) | Track tie tamping and ballast levelling device | |
| US4119154A (en) | Method and apparatus for treating ballast | |
| JP2850058B2 (en) | Roadbed continuous excavator loading machine | |
| US3621785A (en) | Ballast spreader and compactor | |
| RU2060312C1 (en) | Device for replacing sleepers | |
| JPH055003B2 (en) | ||
| JP3268133B2 (en) | Roadbed shaping machine | |
| US4848426A (en) | Adzer cribber | |
| JP2502303Y2 (en) | Roadbed crushed stone sorting and compaction device | |
| JPH053482B2 (en) | ||
| JP2002294605A (en) | Railway work machine | |
| CN223409971U (en) | Railway ballast scraper | |
| RU214189U1 (en) | Pivot Push Blade Motor Grader with Side Slope Levelers | |
| JP2857828B2 (en) | Roadbed compaction equipment | |
| JPH07102505A (en) | Working machine for use in track construction | |
| JPH05118001A (en) | Roadbed rearrangement work vehicle |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080625 Year of fee payment: 9 |
|
| S111 | Request for change of ownership or part of ownership |
Free format text: JAPANESE INTERMEDIATE CODE: R313117 |
|
| S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
| LAPS | Cancellation because of no payment of annual fees | ||
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |