JPS6320963B2 - - Google Patents
Info
- Publication number
- JPS6320963B2 JPS6320963B2 JP12541580A JP12541580A JPS6320963B2 JP S6320963 B2 JPS6320963 B2 JP S6320963B2 JP 12541580 A JP12541580 A JP 12541580A JP 12541580 A JP12541580 A JP 12541580A JP S6320963 B2 JPS6320963 B2 JP S6320963B2
- Authority
- JP
- Japan
- Prior art keywords
- shovel
- support rod
- support
- tip
- shovels
- 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
Links
- 230000035515 penetration Effects 0.000 claims 1
- 241001669679 Eleotris Species 0.000 description 9
- 239000004576 sand Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Landscapes
- Machines For Laying And Maintaining Railways (AREA)
Description
【発明の詳細な説明】
本発明は、鉄道道床の部分的更換に使用する道
床更換機の改良に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an improvement of a track bed changing machine used for partial replacement of railway track beds.
一般に、鉄道道床は、レールの振動に起因する
噴泥その他の原因により枕木直下面が固結し、5
〜8年でその弾性を喪失する様になる。道床が固
結して弾性を喪失すれば、車輌の乗心地が悪化す
るだけでなく、軌道狂いを起生する虞れがあり、
従つて、道床に固結が発生した場合には早急に砂
礫の更換を必要とする。 In general, on railway trackbeds, the surface directly below the sleepers hardens due to mud blowing caused by rail vibration and other causes.
It begins to lose its elasticity in ~8 years. If the track bed solidifies and loses its elasticity, not only will the ride comfort of the vehicle deteriorate, but there is also the risk of track deviation.
Therefore, if compaction occurs on the roadbed, it is necessary to replace the gravel as soon as possible.
而して、鉄道道床の部分的更換は、これ迄その
殆んどが人力に依り行なわれて来たが、労働力の
確保が漸次困難になつて来た為に、一部の鉄道に
あつては油圧シヨベルを使用して道床更換を行う
工法が導入されている。即ち、20m程度の区間の
枕木全数を一度に撤去し、油圧シヨベルを使用し
て砂礫を軌条の方向に掻き寄せることにより、道
床の更換を行なうものである。 Up until now, most of the partial replacement of railway trackbeds has been carried out manually, but as it has become increasingly difficult to secure labor, some railways have A method of replacing the trackbed using a hydraulic shovel has been introduced. In other words, the trackbed is replaced by removing all the sleepers in a section of about 20 meters at once and using a hydraulic shovel to shovel gravel in the direction of the rails.
しかし、上述の如き工法には、軌条の狂いや張
出し事故を起生し易いという大きな欠点があり、
新幹線等の重要な線区では到底採用することが不
可能である。 However, the above-mentioned construction method has the major drawback of being prone to rail misalignment and overhang accidents.
It is simply impossible to use this method in important line sections such as the Shinkansen.
そこで、出願人は先きに、これ迄手堀で行なわ
れていた道床の更換を機械的に行い得ると共に、
軌条狂等を生ずる虞れが全くなく、新幹線等の重
要線区でも使用可能な油圧掘削機を開発し、特公
昭53−41842号としてこれを公開している。 Therefore, the Applicant is now able to mechanically replace the track bed, which had previously been done with a hand moat, and
We developed a hydraulic excavator that could be used on important railway lines such as the Shinkansen without any risk of track deviation, and released it to the public as Special Publication No. 1984-41842.
第1図及び第2図は、前記特公昭53−41842号
に係る油圧掘削機の概要を示すものであり、移動
車1の前方にアーム2,3,4とシリンダー5,
6を介して支柱7を俯仰自在に軸支し、該支柱7
の両側部へ上部支枠8と副支柱9とシリンダー1
0及び11を介してシヨベル12,12を開閉自
在に配設することにより構成されている。 1 and 2 show an outline of the hydraulic excavator according to the above-mentioned Japanese Patent Publication No. 53-41842, in which arms 2, 3, 4, cylinder 5,
A column 7 is pivotally supported via a column 6 so that it can be vertically and
Upper support frame 8, sub-support support 9 and cylinder 1 to both sides of
It is constructed by disposing shovels 12, 12 via pins 0 and 11 so as to be openable and closable.
該油圧掘削機に依り道床の部分的更換を行なう
に当つては、先ず移動車1を自走若しくはモー
タ駆動型軌条台車に牽引させて道床更換地点へ移
動させ、次に、枕木1本の緊締具のボールトを
弛めてこれを隣接枕木の位置まで偏位させ、出
来た空間の片側の砂礫を、シヨベル12,12で
レール13を両側から挾む状態で掬い取り、同様
にして他方のレール13側の砂礫も掬い取つたあ
と、先きに偏位した枕木をもとの位置へ戻して
レールに締付固定し、これに隣接する他の枕木を
弛めて前記締付固定した枕木の近接位置まで偏位
させ、新たな空間の砂礫を前記と同様にして
取り除く。上述の如き操作を繰返すことにより、
所要区間の道床を順次更換するものである。 When partially replacing the trackbed using the hydraulic excavator, first the mobile vehicle 1 is towed by a self-propelled or motor-driven rail truck to the trackbed replacement point, and then one sleeper is tightened. Loosen the vault of the tool and deviate it to the position of the adjacent sleeper, scoop out the gravel on one side of the created space with the shovels 12, 12 holding the rail 13 from both sides, and do the same on the other rail. After scooping up the gravel on the 13th side, the sleeper that was deviated earlier is returned to its original position and tightened and fixed to the rail, and the other sleepers adjacent to it are loosened and the sleepers that were tightened and fixed are The sand and gravel in the new space are removed in the same manner as above. By repeating the above operations,
The trackbed in the required sections will be replaced one after another.
而して、道床更換を人力で行なう場合にあつて
は、シヤベルの頭部を片足で圧下しつつ柄の上方
を左右前後へ揺動させることにより、シヨベル刃
先きを容易に固結した砂礫内へ貫入させ且つこれ
を掬い取ることが出来る。即ち、刃先きを前後左
右へ揺らすことにより、刃先きの静止抵抗となつ
ている一部の砂礫魂が廻動され、刃先きの貫入が
容易になるからである。この様なシヤベル操作
は、永年に亘る作業員の経験の蓄積から得られた
ものであり、機械化作業に於ても変ることはな
い。 When replacing the trackbed manually, the tip of the shovel can be easily moved into the consolidated gravel by lowering the head of the shovel with one foot and swinging the upper part of the handle back and forth. It is possible to penetrate into the body and scoop it out. That is, by rocking the cutting edge back and forth, left and right, some of the gravel that acts as static resistance for the cutting edge is rotated, making it easier for the cutting edge to penetrate. This type of shovel operation has been acquired through the accumulation of experience of workers over many years, and does not change even in mechanized work.
然し乍ら、前記特公昭53−41842号に係る油圧
掘削機に於いては、支柱、上部支枠8及び副支
柱9の各寸法がシヨベル12の寸法に比較して極
めて短く、且つ主としてシリンダー10とシリン
ダー11でシヨベル12を支柱7へ支持し、両シ
リンダー10,11の作用により砂礫を両側か
ら、“握り取り”若しくは“掴み込む”型式のシ
ヨベル構造となつている。その結果、ブーム4の
先端を左右へ揺動させることによりシヨベル12
の刃先部に揺りを与えることが殆んど不可能であ
る。 However, in the hydraulic excavator according to Japanese Patent Publication No. 53-41842, the dimensions of the column, upper support frame 8, and sub-column 9 are extremely short compared to the dimensions of the shovel 12, and the cylinder 10 and cylinder The shovel 12 is supported by the support column 7 at 11, and the shovel structure is such that it "grips" or "grabs" sand and gravel from both sides by the action of both cylinders 10 and 11. As a result, by swinging the tip of the boom 4 from side to side, the shovel 12
It is almost impossible to give any vibration to the cutting edge.
一方、鉄道道床の固結度は、道床更換を行なう
べき所定区間内に於いても常に変動があり、部分
的に特に強固に固結した箇所がある。従つて、作
業能率を上げるために大型シヨベルを用いて作業
をしているような場合に、前述の如く特に堅固に
固結した箇所に遭遇すると、従前の掘削機ではシ
ヨベル刃先きを道床内へ貫入することが出来ず、
小型シヨベルに取替えるか、若しくは人力により
その部分の砂礫を取り除かなければならないとい
う欠点があつた。 On the other hand, the degree of consolidation of railway trackbeds always fluctuates even within a predetermined section where trackbed replacement is to be performed, and there are some areas where the consolidation is particularly strong. Therefore, when working with a large shovel to improve work efficiency, when encountering a particularly firmly consolidated area as described above, conventional excavators have to move the shovel tip into the track bed. unable to penetrate,
The drawback was that the gravel had to be removed by replacing it with a small shovel or by hand.
又、架線下の作業であるために、シヨベル12
を上方まで持ちあげることが困難でシヨベル12
の落下力を十分に利用することが出来ない。その
結果ブーム4の先端でシヨベル12を下方へ押圧
するだけでは、固結した道床内へシヨベル刃先き
を十分に喰込ませ難いという大きな欠点がある。 Also, since the work is under overhead wires, the shovel 12
Shovel 12 was difficult to lift upward.
cannot make full use of the falling force. As a result, there is a major drawback in that simply pressing the shovel 12 downward with the tip of the boom 4 makes it difficult to sufficiently dig the shovel cutting edge into the solidified trackbed.
本発明は、前記油圧掘削機に於ける上述の如き
欠点の除去を課題とするものであり、作業途中に
於いて特に堅固に固結した道床部分に遭遇した場
合でも、シヨベル刃先きを前後左右方向へ任意に
揺りながら押下げ得る構成とすることにより、固
結した道床内へシヨベル刃先きを十分に喰込ませ
て能率向上を計ることが出来、然かも両側のシヨ
ベルを略水平状態で引き寄せ可能とした鉄道道床
更換機の提供を目的とするものである。 The purpose of the present invention is to eliminate the above-mentioned drawbacks of the hydraulic excavator, and even when a particularly firmly consolidated roadbed portion is encountered during work, the shovel tip can be moved forward, backward, left and right. By having a configuration that allows the shovel to be pushed down while swinging in any direction, the cutting edge of the shovel can fully dig into the hardened roadbed, improving efficiency, and also pulling the shovels on both sides in a nearly horizontal state. The purpose of this project is to provide a railway bed changing machine that makes it possible to change railway trackbeds.
以下、第3図及至第6図に示す本発明の一実施
例に基づいて、その詳細を説明する。尚、本発明
は実施例の構成のみの限定されるものではなく、
その要旨を逸脱しない範囲に於いて適宜に構造の
変更を為し得るものである。 Hereinafter, the details will be explained based on an embodiment of the present invention shown in FIGS. 3 to 6. Note that the present invention is not limited only to the configuration of the embodiments,
The structure may be modified as appropriate without departing from the spirit of the invention.
第3図は、本発明に係る道床更換機の側面図で
あり、第4図はその平面図である。当該道床更換
機Aは、主として油圧式作業車本体と該作業車本
体Bのブーム先端に装着した門型の掘削掬上げ装
置Cとから構成されている。 FIG. 3 is a side view of the bed changing machine according to the present invention, and FIG. 4 is a plan view thereof. The roadbed changing machine A is mainly composed of a hydraulic work vehicle body and a gate-shaped excavating and scooping device C attached to the boom tip of the work vehicle body B.
前記油圧式作業車本体Bは、キヤタピラー型台
車14と、該台車14上へ回動自在に積載された
支持ブーム15と、駆動用油圧ユニツト16等か
ら構成されており、シリンダー17の作動により
支持ブーム15の俯仰が、又シリンダー操作によ
りブーム先端部15aの伸縮が夫々行なわれるよ
うになつている。 The hydraulic work vehicle main body B is composed of a caterpillar type truck 14, a support boom 15 rotatably mounted on the truck 14, a driving hydraulic unit 16, etc., and is supported by the operation of a cylinder 17. The boom 15 is raised and raised, and the boom tip 15a is extended and contracted by cylinder operation.
尚、本実施例にあつては、作業台車14をキヤ
タピラー式の自走車としているが、レール上を走
行するモータ駆動型作業台車14としても良く、
或はタイヤ走行型の作業台車としても良いことは
勿論である。 In this embodiment, the work cart 14 is a self-propelled caterpillar type vehicle, but it may also be a motor-driven work cart 14 that runs on rails.
Alternatively, it is of course possible to use a tire running type work cart.
掘削掬上げ装置Cは、第5図に示す如く、軌条
幅よりも稍長目の支持杆18の両端部に、一定間
隔を置いて縦向きに並設した支柱19,19の上
端部を台車14の左右方向へ回動自在に各軸支
し、その下端部に夫々刃先き20aを対向せしめ
て配設したシヨベル20の内側上部を台車14の
左右方向へ回動自在に軸支すると共に、各支柱1
9,19の下方部と支持杆18の中央部にはシヨ
ベル引寄せ用の主シリンダー21,21を、又、
各支柱19,19の上方部とシヨベル20の外側
上部との間には、リンク22及び23を介してシ
ヨベル廻動用シリンダー24,24を夫々支軸2
5,26によつて装着することにより構成されて
いる。27,27……は各支持軸である。又、支
持杆18の中央には、当該掘削掬上げ装置Cを支
持ブーム15の先端15aに台車14の長手方向
へ回動自在に軸支するための支持金具28が回動
自在に装着されており、該支持金具28は支持ピ
ン29により支持ブーム15の先端15aへ懸架
されるようになつている。尚、前記両支柱19,
19の長さは、略1.5〜2.0m位いに選定されてお
り、又、支持杆18の長さも略それに等しく選定
されている。 As shown in Fig. 5, the excavating and scooping device C is constructed by attaching the upper ends of columns 19, 19, which are vertically arranged in parallel at regular intervals, to both ends of a support rod 18 that is slightly longer than the rail width. The inner upper part of the shovel 20, which has cutting edges 20a facing each other at the lower end thereof, is rotatably supported in the left-right direction of the truck 14, and Each pillar 1
Main cylinders 21, 21 for pulling the shovel are installed in the lower parts of the 9, 19 and in the center of the support rod 18, and
Shovel rotation cylinders 24 and 24 are connected to support shafts 2 and 24 via links 22 and 23, respectively, between the upper part of each support column 19 and the outer upper part of the shovel 20.
5 and 26. 27, 27... are respective support shafts. Further, in the center of the support rod 18, a support fitting 28 is rotatably attached to support the excavating and scooping device C on the tip 15a of the support boom 15 so as to be rotatable in the longitudinal direction of the truck 14. The support fitting 28 is suspended from the tip 15a of the support boom 15 by a support pin 29. In addition, both the pillars 19,
The length of the support rod 19 is selected to be about 1.5 to 2.0 m, and the length of the support rod 18 is also selected to be about the same.
第6図は、シヨベル20と支柱19及びシヨベ
ル回動用シリンダー24の取付構造を示すもので
あり、リンク22の先端は支柱19の下部に設け
た第1支軸25aへ軸支されており、更にリンク
23の先端には、シヨベル上方に固定した取付金
具20bの外側取付穴20cへ支持ピン25bを
挿通させることによりシヨベル外側上部へ軸着さ
れている。又、取付金具20bの内側取付穴20
dへは、支柱19の第2支軸25cが挿通されて
おり、これによつてシヨベル20の内側上部が支
柱19へ軸支されている。 FIG. 6 shows the mounting structure of the shovel 20, the support column 19, and the shovel rotation cylinder 24. The tip of the link 23 is pivoted to the upper outer side of the shovel by inserting a support pin 25b into an outer mounting hole 20c of a mounting bracket 20b fixed above the shovel. Also, the inner mounting hole 20 of the mounting bracket 20b
A second support shaft 25c of the support column 19 is inserted through the hole d, whereby the upper inner side of the shovel 20 is pivotally supported by the support column 19.
前記リンク23は、第6図に示す如くその先端
が横方向へ拡げられており、軌条方向への揺さぶ
りに対しても十分な強度を有するように構成され
ている。 As shown in FIG. 6, the link 23 has its tip widened in the lateral direction, and is configured to have sufficient strength against shaking in the rail direction.
次に、当該鉄道道床更換機Aの作動を道床の部
分更換法について説明する。 Next, the operation of the railway track bed replacement machine A will be explained in terms of a track bed partial replacement method.
列車運行の休止される夜間等に、当該道床更換
機Aの適宜の方法により道床補修地点へ搬入す
る。一方、現場では、1本の枕木を撤去してシヨ
ベル20,20の挿入空間を準備する。 At night, when train service is suspended, etc., the trackbed changing machine A is transported to the trackbed repair point using an appropriate method. Meanwhile, at the site, one sleeper is removed to prepare a space for inserting the shovels 20, 20.
次に、支持ブーム15を回動すると共にその伸
縮量を調整して、掘削掬上げ装置Cの中心即ち支
持杆18の中心を、第5図に示す如く片側のレー
ル13の上方へ移動させ、支持杆18がレールと
略直角になるように人力等によつてその向きを調
整する。その後主シリンダー21とシヨベル回動
用シリンダー24とを作動してシヨベル刃先き2
0aが道床面に対して略垂直になるように調整
し、支持ブーム15の先端部を下方へ押圧するこ
とにより刃先20aを道床内へ喰込ませる。 Next, by rotating the support boom 15 and adjusting its extension/contraction amount, the center of the excavating and scooping device C, that is, the center of the support rod 18, is moved above the rail 13 on one side as shown in FIG. The direction of the support rod 18 is adjusted by hand or the like so that it is approximately perpendicular to the rail. After that, the main cylinder 21 and the shovel rotation cylinder 24 are operated to rotate the shovel cutting edge 2.
0a is adjusted so that it is approximately perpendicular to the track bed surface, and by pressing the tip of the support boom 15 downward, the cutting edge 20a is bitten into the track bed.
又、特に堅固に固結した箇所に於いては、刃先
きの喰込み操作時に、ブーム先端部15aを伸縮
させることにより掘削掬上げ装置Cの上方部を前
傾若しくは後傾させ且つ、これと同時にブーム先
端部15aを左右へ揺動させたり、或は両シリン
ダー21,24で刃先きを僅かづつ同時に前後さ
せることに依りシヨベル刃先き20aに所謂“揺
さぶり”作用を与える様にする。こうすることに
より、恰も作業員がシヨベル刃先きを揺りつつそ
の先端を砂礫内へ円滑に貫入させて行くのと同様
に、固結した道床でも容易にシヨベル刃先き20
aを貫入することが出来る。 In addition, especially in a strongly consolidated area, during the biting operation of the cutting edge, the upper part of the excavating and scooping device C can be tilted forward or backward by expanding and contracting the boom tip 15a. At the same time, a so-called "swinging" effect is applied to the shovel cutting edge 20a by swinging the boom tip 15a left and right, or by simultaneously moving the cutting edge slightly back and forth using both cylinders 21 and 24. By doing this, the shovel tip can be easily inserted into the hardened roadbed, just as a worker shakes the tip of the shovel to smoothly penetrate the sand and gravel.
It is possible to penetrate a.
更に、シヨベル刃先き20aの喰込み操作と連
繋して主シリンダー21とシヨベル回動用シリン
ダー24とを作動させ、シヨベル20,20を矢
印イ方向へ回動しつつこれを矢印ロ方向へ掻き寄
せ、砂礫を掘削及び掬い取る。その後は、軌条1
3の幅だけ両シヨベル刃先き20a,20aを広
げた状態でこれを上方へ引き上げ、掬い取つた砂
礫を軌道外へ排出する。 Furthermore, in conjunction with the biting operation of the shovel cutting edge 20a, the main cylinder 21 and the shovel rotation cylinder 24 are operated to rotate the shovels 20, 20 in the direction of arrow A and scrape them in the direction of arrow B, Excavating and scooping out gravel. After that, rail 1
With both shovel cutting edges 20a, 20a spread apart by a width of 3, the shovel is pulled upward and the scooped gravel is discharged out of the orbit.
片方のレール13側の作業が終れば、支持ブー
ム15を移動して掘削掬上げ装置Cを他方のレー
ル上へ移動させ、同様の操作により砂礫の掘削及
び掬取りを行なう。 When the work on one rail 13 side is completed, the support boom 15 is moved to move the excavating and scooping device C onto the other rail, and the same operation is performed to excavate and scoop out gravel.
空間部分の砂礫の撤去が終れば、作業台車Bを
枕木間隔だけ移動させ、次の枕木のボールトを弛
めてこれを前に撤去した枕木の位置へ移動し、前
述と同様の操作により、新たに形成した空間の砂
礫の撤去を行なう。上述の如き操作を繰返すこと
により、所定距離間の砂礫を撤去し、最後に移動
せしめた枕木の跡へ最初に取り外した枕木を固定
する。 Once the sand and gravel in the space has been removed, move the work cart B by the distance between the sleepers, loosen the vault of the next sleeper, move it to the position of the previously removed sleeper, and perform the same operation as above to remove the new sleeper. Remove sand and gravel from the space created in the above. By repeating the above-described operations, the sand and gravel within a predetermined distance are removed, and the first removed sleeper is fixed to the trace of the last moved sleeper.
尚、砂礫を撤去した場合には、木片ブロツクを
挿入して軌道の仮受けをするか、若しくは砂礫の
撤去作業と並行して新たな砂礫の敷設し、軌道の
宙づり状態を可能な限り少くすることは勿論であ
る。 If the gravel is removed, wooden blocks should be inserted to temporarily support the track, or new gravel should be laid in parallel with the sand and gravel removal work to minimize the suspension of the track. Of course.
本発明は上述の如き構成であるから、下記の様
に多くの優れた効用を有している。 Since the present invention has the above-described configuration, it has many excellent effects as described below.
(1) 支持杆18と両支柱19,19を強化すると
共に夫々の寸法をシヨベル20の寸法よりも相
当長くし、支持ブーム先端15aの伸縮及び左
右動により各シヨベル刃先き20aを道床への
貫入時に前後左右へ揺れるようにしたため、人
力スコツプによる作業の場合と同様に、作業中
に特に堅固に固結した道床部があつても容易に
シヨベル刃先きを貫入させることが出来、作業
能率の大幅な向上を図り得る。(1) The support rod 18 and both columns 19, 19 are strengthened and their dimensions are made considerably longer than the dimensions of the shovel 20, and each shovel tip 20a penetrates into the track bed by expanding and contracting the support boom tip 15a and moving left and right. Because the shovel swings back and forth and left and right, the shovel tip can easily penetrate even if there is a particularly firmly consolidated track bed during work, much like when working with a manual shovel, greatly increasing work efficiency. It is possible to make significant improvements.
(2) 主シリンダー21を支持杆18の中央と支柱
19の下方間に配設すると共に、支柱19を介
して直接にシヨベル20へ押下げ力を加える構
成とした為め、より強力な押下げ力をシヨベル
20へ与える事が出来、しかも両シヨベル2
0,20を略水平に引き寄せ且つ上方へ持ち上
げることが出来る。その結果、主シリンダー2
1とシヨベル回動用シリンダー24及び支持ブ
ーム15を連繋作動させることにより、左右2
回の操作により道床底部が略水平になる様に砂
礫の完全除去を行ない得る。(2) The main cylinder 21 is disposed between the center of the support rod 18 and the lower part of the column 19, and is configured to apply downward force directly to the shovel 20 via the column 19, so that it can be pressed down more strongly. Power can be given to shovel 20, and both shovels 2
0 and 20 can be drawn approximately horizontally and lifted upward. As a result, main cylinder 2
1, the shovel rotation cylinder 24, and the support boom 15, the left and right 2
By repeating this operation, the gravel can be completely removed so that the bottom of the track bed becomes approximately horizontal.
又、掘削掬上げ装置Cを支持ブーム先端15
aへ回動自在に装着する構成としているため、
簡単に掘削掬上げ装置Cの支持杆15をレール
13に垂直な方向へ向けることが出来、又、レ
ール13にかかる両シヨベル20,20の反力
は互に相殺されることになる。その結果、両シ
ヨベル20,20を引き寄せてもレールに無理
な曲げ応力が掛からず、レールに通り狂を生ず
る危険が全くない。 In addition, the boom tip 15 supporting the excavation scooping device C
Since it is configured to be rotatably attached to a,
The support rod 15 of the excavating and scooping device C can be easily oriented in a direction perpendicular to the rail 13, and the reaction forces of both shovels 20, 20 applied to the rail 13 are canceled out. As a result, even when the two shovels 20, 20 are pulled together, no excessive bending stress is applied to the rail, and there is no risk of the rail becoming misaligned.
本発明は上述の通り、極めて高い実用的効用を
有するものである。 As mentioned above, the present invention has extremely high practical utility.
第1図及び第2図は、特公昭53−41842号に係
る油圧掘削機の側面図とシヨベル部分の機構概要
図である。第3図は本発明に係る鉄道道床更換機
の側面図であり、第4図はその平面図である。第
5図は掘削掬上げ装置Cの正面概要図である。第
6図は、シヨベル20の取付機構を示す斜視図で
ある。
A…鉄道道床更換機、B…油圧式作業台車、C
…掘削掬上げ装置、14…キヤタピラー型台車、
15…支持ブーム、15a…支持ブームの先端
部、18…支持杆、19…支柱、20…シヨベ
ル、20a…シヨベル刃先、21…主シリンダ
ー、24…シヨベル回動用シリンダー。
Figures 1 and 2 are a side view and a schematic diagram of the mechanism of the shovel portion of a hydraulic excavator according to Japanese Patent Publication No. 53-41842. FIG. 3 is a side view of the railway bed changing machine according to the present invention, and FIG. 4 is a plan view thereof. FIG. 5 is a schematic front view of the excavating and scooping device C. FIG. 6 is a perspective view showing the mounting mechanism of the shovel 20. A...Railway bed changing machine, B...Hydraulic work trolley, C
...Excavation scooping device, 14...Caterpillar type truck,
DESCRIPTION OF SYMBOLS 15... Support boom, 15a... Tip part of support boom, 18... Support rod, 19... Strut, 20... Shovel, 20a... Shovel cutting edge, 21... Main cylinder, 24... Shovel rotation cylinder.
Claims (1)
た支持杆18の両端部に、該支持杆18に対して
ほぼ垂直方向に支柱19,19を並設してその上
端部を作業台車14の横幅方向へ回動自在に夫々
軸支すると共に、前記両支柱19,19の下端部
には刃先20aを対向せしめて配設したシヨベル
20,20の刃先20a側上方を作業台車14の
横幅方向へ回動自在に夫々軸支し、更に、前記各
支柱19,19の下方部と支持杆18の中央部と
の間には主シリンダー21,21を、また、各支
柱19,19の上方と各シヨベル20,20の刃
先20aと反対側の外側上方との間にはシヨベル
回動用シリンダー24,24を夫々配設して形成
した門型の掘削掬上げ装置Cの前記支持杆18中
央部を、油圧式作業台車14の支持ブーム15の
先端に該作業台車14の長手方向へ回動自在に装
着して構成され、支持ブーム先端の伸縮及び左右
動並びに各シリンダーの作動によるシヨベル刃先
きの揺り等により、刃先きの貫入を容易にしたこ
とを特徴とする鉄道道床更換機。1. At both ends of the support rod 18, which is arranged substantially horizontally in the width direction of the work cart 14, struts 19, 19 are arranged in parallel in a direction substantially perpendicular to the support rod 18, and the upper end of the support rod 18 is placed in parallel with the support rod 18, and Shovels 20, 20 are rotatably supported in the width direction, and are disposed with cutting edges 20a facing each other at the lower ends of the pillars 19, 19. The upper side of the cutting edges 20a of the shovels 20, 20 extends in the width direction of the work cart 14. Main cylinders 21, 21 are rotatably supported between the lower parts of the support rods 19, 19 and the center of the support rod 18, and main cylinders 21, 21 are provided between the lower parts of the support rods 19, 19 and the center of the support rod 18, and the The central part of the support rod 18 of the gate-shaped excavating and scooping device C is formed by disposing shovel rotation cylinders 24, 24 between the cutting edges 20a of the shovels 20, 20 and the upper outer side on the opposite side, respectively. It is attached to the tip of the support boom 15 of the hydraulic work cart 14 so as to be rotatable in the longitudinal direction of the work cart 14, and the tip of the support boom can be extended/contracted and moved laterally, and the shovel tip can swing due to the operation of each cylinder. A railway bed changing machine characterized by easy penetration of the cutting edge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12541580A JPS5751302A (en) | 1980-09-09 | 1980-09-09 | Railroad track replacing machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12541580A JPS5751302A (en) | 1980-09-09 | 1980-09-09 | Railroad track replacing machine |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5751302A JPS5751302A (en) | 1982-03-26 |
| JPS6320963B2 true JPS6320963B2 (en) | 1988-05-02 |
Family
ID=14909533
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12541580A Granted JPS5751302A (en) | 1980-09-09 | 1980-09-09 | Railroad track replacing machine |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5751302A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02273803A (en) * | 1989-04-15 | 1990-11-08 | Omron Corp | Fuzzy controller |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6014551U (en) * | 1983-07-07 | 1985-01-31 | トキコ株式会社 | Gas station data transmission system |
| JPH0382247A (en) * | 1989-08-25 | 1991-04-08 | S M K Kk | image input device |
-
1980
- 1980-09-09 JP JP12541580A patent/JPS5751302A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02273803A (en) * | 1989-04-15 | 1990-11-08 | Omron Corp | Fuzzy controller |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5751302A (en) | 1982-03-26 |
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