JP2001018792A - Muck car - Google Patents

Muck car

Info

Publication number
JP2001018792A
JP2001018792A JP11191916A JP19191699A JP2001018792A JP 2001018792 A JP2001018792 A JP 2001018792A JP 11191916 A JP11191916 A JP 11191916A JP 19191699 A JP19191699 A JP 19191699A JP 2001018792 A JP2001018792 A JP 2001018792A
Authority
JP
Japan
Prior art keywords
gradient
track
car
steel
steel wheel
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.)
Pending
Application number
JP11191916A
Other languages
Japanese (ja)
Inventor
Masashi Umebayashi
昌史 梅林
Kenta Matsubara
健太 松原
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP11191916A priority Critical patent/JP2001018792A/en
Publication of JP2001018792A publication Critical patent/JP2001018792A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a muck car which can assure and maintain a good muck discharging efficiency without allowing excavated soil loaded thereon to drop even in a tunnel with a relatively steep grade. SOLUTION: This muck car 10 includes: a gradient sensing part 15, e.g. an inclination sensor, mounted near the end of an undercarriage part 13 in an opposite relation to a track R on which the muck car 10 travels, for detecting the gradient of the track R; a controller part 16 receiving information about the gradient of the track R from the gradient sensing part 15 via a communication line 15a and sending an attitude control command so that a car part 14 is always horizontal correspondingly to the gradient angle of the track R; and an attitude control means 17 such as a hydraulic cylinder which expands or contracts on receiving the attitude control command transmitted from the controller part 16 that shows, e.g. the amount of expansion or contraction of a cylinder, so as to adjust the vertical interval between the undercarriage part 13 and the car part 14 as necessary.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明はトンネル工事等に際
し発生する掘削排土を運搬排出するズリ鋼車に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a scrap steel vehicle for transporting and discharging excavated soil generated during tunnel construction or the like.

【0002】[0002]

【従来の技術】トンネル工事の中でも通常の山岳トンネ
ル工事のみならず、都市再開発事業等に伴って実施され
る地下鉄、地下道、あるいは共同溝開設工事などの都市
地下工事においては、近接構造物を常に念頭においてそ
れら構造物に各種損傷及び変形を与えないよう細心の注
意をはらいつつ施工を進行させる必要が近年増大してい
る。このことは、都市部における過密な土地利用状況を
反映しており、この困難な施工条件の下でトンネル工事
を行う場合、隙間無く建ち並んだビル等の建築物や幾重
にも重層化している電気やガス管等のライフラインなど
を回避して損傷することなく、しかも地上の交通を制限
または遮断する期間が短期であるといった施工を要求さ
れる。
2. Description of the Related Art In tunnel construction, not only ordinary mountain tunnel construction, but also urban underground construction such as subway, underpass, or communal ditches construction which is carried out in association with urban redevelopment projects, etc. In recent years, it has become increasingly necessary to always proceed with construction with great care so as not to cause various damages and deformations to such structures, always in mind. This reflects the overcrowded land use situation in urban areas, and when tunnel construction is performed under these difficult construction conditions, buildings such as buildings that are lined up with no gaps and multiple layers of electricity The construction is required to avoid damage by avoiding lifelines such as gas pipes and gas pipes, and that the period for restricting or blocking ground traffic is short.

【0003】上記の様な要求に応えるためシールド工事
が一般的に行われており、その施工に対しても、長距離
短期施工、掘進距離短縮のための急勾配(例えば5%〜
20%程度)及び急カーブ掘進が望まれている。一般に
該シールド掘進機が行う掘削排土の排出方法には、例え
ば泥水化した掘削土を圧送ポンプにて後方に排出する泥
水輸送方式、掘削された土砂をコンベヤーで連続して搬
送する連続コンベヤー方式、あるいはズリ鋼車方式等が
あり、そのうち泥水輸送方式や連続コンベヤー方式に関
しては急勾配対策が従来より案出され実行されていた。
しかしながら掘削排土の排出に関しては主流であるはず
のズリ鋼車に関しては急勾配掘進に対して特別な措置が
顧みられることは少なく、せいぜい、ズリ鋼車が軌道の
勾配すなわちトンネル勾配に応じて傾くことで発生する
掘削排土の落下量を見越して、掘削排土積載時に予め嵩
上げ積載しておく程度の措置しか取られなかった。
[0003] In order to meet the above-mentioned demands, shield construction is generally performed, and even for such construction, long-distance short-term construction and steep slope (for example, 5% to
(About 20%) and sharp curve excavation are desired. In general, the method of discharging excavated soil performed by the shield machine includes, for example, a muddy water transport method in which mudified excavated soil is discharged backward by a pump, and a continuous conveyor method in which excavated soil is continuously conveyed by a conveyor. Or a scrap steel car system, of which a steep slope countermeasure has been conventionally devised and implemented for the muddy water transportation system and the continuous conveyor system.
However, special measures are rarely taken for steep excavation for slip steel cars, which should be the mainstream in terms of excavation discharge, and at best, the slip steel cars are inclined according to the inclination of the track, that is, the tunnel slope In anticipation of the amount of excavated earthfall caused by such a situation, only measures were taken to raise and load in advance when loading excavated earth.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、従来の
ズリ鋼車は次に述べるような課題を有していた。すなわ
ち、従来の、掘削排土の落下量を見越した嵩上げ積載な
どといった措置では、ズリ鋼車に積載される排土の土質
にもよるが例えばトンネル勾配が5%程度以上になる
と、少々嵩上げしたところでそれを上回る量の積載排土
が落下してしまい、本来の掘削排土の排出の役務を完全
には果たせなくなってしまうおそれが出てくる。
However, the conventional scrap steel wheel has the following problems. That is, in the conventional measures such as raising the load in anticipation of the amount of excavated excavated soil, for example, when the slope of the tunnel becomes about 5% or more, the level is slightly increased depending on the soil quality of the excavated earth loaded on the scrap steel vehicle. By the way, there is a possibility that a larger amount of loaded earth will fall and the original excavated earth discharging service may not be completely fulfilled.

【0005】他方、積載排土を落下させないためにズリ
鋼車への掘削排土積載量を初めから大幅に低減させて搬
送することも考えられるが、それではズリ鋼車の稼動回
数を大幅に増大させ、つまりは掘削排土の排出効率が大
幅に低下し、ひいては掘削効率自体も低下することにな
りかねず、掘削全体の工期及び工費の著しい悪化を招く
ことは十分に考えられる。
[0005] On the other hand, it is conceivable to carry the excavated dumping load on the scrap steel vehicle with a greatly reduced load from the beginning in order to prevent the loaded dumping from dropping. That is, the discharge efficiency of the excavated excavated soil may be significantly reduced, and the excavation efficiency itself may be reduced, and it is sufficiently considered that the construction period and the construction cost of the entire excavation are significantly deteriorated.

【0006】そこで、本発明はこのような従来の課題に
着目してなされたもので、比較的勾配のあるトンネルで
あっても積載した掘削排土を落下させることがなく、良
好な排土効率を確保維持可能であるズリ鋼車を提供する
ものである。
Accordingly, the present invention has been made in view of such a conventional problem, and does not cause the loaded excavated soil to fall even in a tunnel having a relatively slope, and has a good soil removal efficiency. The purpose of the present invention is to provide a scrap steel vehicle capable of securing and maintaining the same.

【0007】[0007]

【課題を解決するための手段】この発明は上記目的を達
成するためになされたもので、走行機能を備えた車台部
と、該車台部上に載置固定され掘削排土を収容する鋼車
部とから主になるズリ鋼車において、該ズリ鋼車が走行
する軌道の勾配を検知する勾配感知部と、該勾配感知部
よりの軌道勾配情報を得て、係る軌道勾配情報に対応し
た姿勢制御指令を発する制御コントローラー部と、該制
御コントローラー部よりの姿勢制御指令を受けて伸縮し
前記車台部と鋼車部との上下間隔を適宜調整して前記鋼
車部を水平に維持する姿勢制御手段とを備えることを特
徴とする。
SUMMARY OF THE INVENTION The present invention has been made to achieve the above-mentioned object, and comprises a chassis having a traveling function, and a steel car mounted and fixed on the chassis to accommodate excavated soil. A slope sensing unit for detecting a slope of a track on which the slipping steel vehicle travels, and a track corresponding to the track slope information by obtaining track slope information from the slope sensing unit. A control controller for issuing a control command, and posture control for expanding and contracting in response to a posture control command from the control controller to appropriately adjust the vertical distance between the chassis portion and the steel wheel portion to maintain the steel wheel portion horizontal. Means.

【0008】[0008]

【発明の実施の形態】以下、本発明の好ましい実施の形
態につき、添付図面を参照して詳細に説明する。図1は
本発明のズリ鋼車10を示し、(a)は正面図、(b)
は側面図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below in detail with reference to the accompanying drawings. FIG. 1 shows a shear steel wheel 10 of the present invention, wherein (a) is a front view and (b).
Is a side view.

【0009】図において示されたズリ鋼車10は、一般
にトンネル工事に際して発生する掘削排土(以下、ズリ
とする)をトンネル掘削面より後方に搬送排出する目的
に用いられ、掘削中のトンネル坑内に敷設された軌道R
上を車軸11に軸支された鉄輪12を介して走行するも
のである。通常は自らが駆動装置を備えて自走可能であ
ることはなく、自動連結器Jにより複数連結されたズリ
鋼車10の先頭に坑内機関車を配して軌道R上を牽引さ
れ走行している。ズリ鋼車10は、前記車軸11や該車
軸11により軸支される鉄輪12等の走行系統を主にお
さめた車台部13と、該車台部13上に載置固定され、
例えばズリ積み装置等(図示しない)により積み込まれ
たズリWを実際に収容及び搬送する鋼車部14とから主
として構成されている。
The scrap steel wheel 10 shown in FIG. 1 is used for transporting and excavating excavated earth (hereinafter referred to as “slipping”) generally generated during tunnel construction to the rear of a tunnel excavation surface. Track R laid on
The vehicle travels on an iron wheel 12 supported by an axle 11. Normally, it is not possible to drive by itself with a drive device, and an underground locomotive is arranged at the head of the shear steel car 10 connected by a plurality of automatic couplers J and is towed on the track R and travels. I have. A scrap steel wheel 10 is mounted and fixed on the axle 11 and a chassis 13 mainly including a traveling system such as an iron wheel 12 supported by the axle 11, and
For example, it mainly comprises a steel wheel portion 14 that actually accommodates and transports the waste W loaded by a waste loading device or the like (not shown).

【0010】特に図示しないが、鋼車部14はそのズリ
放出方式の違いにより固定式のものと転倒側開式のも
の、更には底開式及びスライド式などの種々の方式があ
り、例えば固定式では全体として常に車台部13上に固
定されており、ズリ放出の際には鋼車部14の上面開口
よりクラブ等の重機を用いるか、あるいは鋼車部14底
面の略全面が分割開口して軌道R下の2次搬送装置等に
受け渡す機構を備えることとなっており、転倒側開式で
は鋼車部14が車台部13とスイング機構を介して揺動
自在に取付けられた構造をなし、ズリW放出の際には鋼
車部14が揺動して傾斜するとともに側壁部が開放され
ズリ鋼車10側部下方にズリWを放出するのである。
Although not particularly shown, the steel wheel portion 14 is classified into a fixed type, a falling side open type, and a bottom open type and a slide type, depending on the difference in the shear release method. In the formula, the whole is always fixed on the undercarriage portion 13, and a heavy machine such as a club is used from the opening on the upper surface of the steel wheel portion 14 at the time of releasing the slip, or almost the entire bottom surface of the steel wheel portion 14 is divided and opened. And a mechanism for transferring the steel wheel section 14 to the secondary transport device or the like below the trajectory R. The steel wheel section 14 is swingably attached to the undercarriage section 13 via the swing mechanism when the tipping side is open. In the case of the release of the slip W, the steel wheel portion 14 swings and tilts, and the side wall portion is opened to discharge the slip W downward to the side of the slip steel wheel 10.

【0011】本発明のズリ鋼車10は、上記の構成に加
えて、ズリ鋼車10が走行する軌道Rに対向して車台部
13端部付近に取付けられ、該軌道Rの勾配を検知する
例えば傾斜センサーなどの勾配感知部15と、該勾配感
知部15よりの軌道Rの勾配情報を通信線15aを介し
て受信し、軌道Rの勾配角度に対応して鋼車部14が常
に水平となるような姿勢制御指令を発する制御コントロ
ーラー部16と、該制御コントローラー部16よりの、
例えばシリンダの伸縮量を示した姿勢制御指令を受けて
伸縮し前記車台部13と鋼車部14との上下間隔を適宜
調整する油圧シリンダ等の姿勢制御手段17とを備えて
いる。
[0013] In addition to the above-described configuration, the slip steel wheel 10 of the present invention is mounted near the end of the undercarriage portion 13 in opposition to the track R on which the slip steel wheel 10 travels, and detects the gradient of the track R. For example, a gradient sensor 15 such as a tilt sensor, and the gradient information of the trajectory R from the gradient sensor 15 are received via the communication line 15a, and the steel wheel unit 14 is always horizontal according to the gradient angle of the trajectory R. A control controller unit 16 for issuing such a posture control command, and
For example, there is provided a posture control means 17 such as a hydraulic cylinder or the like, which expands and contracts in response to a posture control command indicating the amount of expansion and contraction of the cylinder, and appropriately adjusts the vertical distance between the chassis 13 and the steel wheel 14.

【0012】ここでは前記勾配感知部15として傾斜セ
ンサーを示したがこれに限らず、例えばあるレベルまで
軌道Rの勾配が増大すればスイッチが起動するリミット
スイッチ等も用いることができ、トンネル工事の各種施
工条件に応じて適宜選択使用可能である。また、姿勢制
御手段17として油圧シリンダーを示したが、他にエア
シリンダー、エアバッグ等の種々の伸縮機構を用いるこ
とが出来る。
Here, an inclination sensor is shown as the inclination sensing unit 15. However, the present invention is not limited to this. For example, a limit switch that activates a switch when the inclination of the track R increases to a certain level can be used. It can be appropriately selected and used according to various construction conditions. In addition, although a hydraulic cylinder is shown as the posture control means 17, various expansion and contraction mechanisms such as an air cylinder and an airbag can be used.

【0013】図2(a)は従来のズリ鋼車20が急勾配
軌道Rを走行する様子を示す説明図であり、同(b)は
本発明のズリ鋼車10が急勾配軌道Rを走行する様子を
示す説明図である。なお、(a)図に関してはズリ鋼車
の基本構造について一致する部位につき図1において示
した符号と下一桁目を同じくした。以下、ズリ鋼車1
0、20が実際にトンネル内にて稼動する状況をそれぞ
れ述べることにする。図において、(a)は従来の、い
わゆる嵩上げ措置を施してズリWの運搬を行っている状
況を示しており、紙面左方に位置するシールド掘削機M
により掘削され、該掘削機M内のコンベヤー装置Cによ
り掘削機M後端にまで搬送されたズリWはそのままズリ
鋼車20に積み込まれることになる。ズリWを積載した
従来のズリ鋼車20は坑内機関車Lに牽引されてトンネ
ル坑内の急勾配区間にさしかかると、図に示す如く積載
しているズリWの一部を落下ズリDとして落下させてし
まう。
FIG. 2A is an explanatory view showing a state in which a conventional steel strip 20 travels on a steep trajectory R, and FIG. 2B is a view showing the conventional steel strip 10 running on a steep trajectory R. It is explanatory drawing which shows a mode that it does. In the figure (a), the same reference numerals as those shown in FIG. The following is a scrap steel car 1
The situation where 0 and 20 actually operate in the tunnel will be described respectively. In the figure, (a) shows a conventional situation in which a so-called lifting action is taken to transport the waste W, and the shield excavator M located on the left side of the drawing.
In the excavator M, the shear W transported to the rear end of the excavator M by the conveyor device C in the excavator M is loaded as it is on the steel scraper 20 as it is. When the conventional steel wagon 20 loaded with the waste W is pulled by the underground locomotive L and approaches a steep section in the tunnel pit, a part of the loaded waste W is dropped as a falling waste D as shown in the figure. Would.

【0014】一方、(b)図は本発明のズリ鋼車10を
用いてズリWの運搬を行っている状況を示しており、コ
ンベヤー装置Cにより適正量のズリWを積載した本発明
のズリ鋼車10が急勾配区間にさしかかると、先頭のズ
リ鋼車10の端部付近に備えられた傾斜センサー等の勾
配感知部15が勾配の程度を検知して、車台部13内に
収められた制御コントローラー部16を通じて姿勢制御
手段17を適宜作動させ鋼車部14を上方にリフトアッ
プし水平を維持している様子を示す。勿論、前記勾配感
知部15は連結されている全ズリ鋼車10各々に備わっ
ている必要はなく、例えば先頭車両及び最後尾車両のみ
に最低限備わって、他のズリ鋼車10は先頭または最後
尾車両の水平維持動作に追随するような機構を備えれば
十分である。
On the other hand, FIG. 2B shows a situation in which the scrap W is transported using the scrap steel wheel 10 of the present invention, and the conveyor device C according to the present invention loaded with an appropriate amount of the slip W. When the steel wheel 10 approaches a steep slope section, a gradient sensing unit 15 such as an inclination sensor provided near the end of the leading steel wheel 10 detects the degree of the gradient and is stored in the chassis 13. The state in which the attitude control means 17 is appropriately operated through the control controller section 16 to lift the steel wheel section 14 upward and maintain the horizontal state is shown. Of course, the gradient sensing unit 15 does not need to be provided for each of the connected steel strip cars 10; for example, the minimum and only the first and last cars are provided, and the other steel strip cars 10 are the first or last. It is sufficient to provide a mechanism that follows the leveling operation of the tail vehicle.

【0015】勾配感知部15からの勾配情報を基に姿勢
制御手段17をコントロールする手段としては例えば、
リアルタイムで変化する走行時の勾配情報と姿勢制御手
段17の伸縮量とを常に対照させて互いに即時フィード
バック制御を行うシステムと、予め所定ポイントにおい
て計測された軌道Rの勾配情報と勾配感知部15から得
られた走行時の勾配情報とを比較してそれが略一致すれ
ば、前もって各勾配角度に対応して段階的に設定された
伸縮位置に姿勢制御手段17を段階的に伸縮させる非連
続システムとが考えられる。
As means for controlling the attitude control means 17 based on the gradient information from the gradient sensing section 15, for example,
A system in which the gradient information at the time of traveling, which changes in real time, and the amount of expansion and contraction of the attitude control means 17 are constantly compared with each other to perform immediate feedback control, and the gradient information of the trajectory R measured in advance at a predetermined point and the gradient sensing unit 15 A non-continuous system that compares the obtained gradient information at the time of traveling and if the values substantially match each other, gradually expands and contracts the attitude control means 17 to a telescopic position set in advance in a stepwise manner corresponding to each gradient angle. You could think so.

【0016】トンネル掘進の進行速度が早くて坑内環境
が著しく早く変化し、更に軌道の勾配変化もめまぐるし
いといった稼動環境においては、前者の即時フィードバ
ックシステムがその柔軟性に鑑みれば好適であり、他
方、軌道の勾配変化がそれほど激しくないような比較的
安定した稼動環境においては後者の非連続システムが経
済性及び運営効率の点からいって好適である。
In an operating environment in which the speed of tunnel excavation is high, the underground environment changes remarkably quickly, and the gradient of the track changes rapidly, the former immediate feedback system is preferable in view of its flexibility. In a relatively stable operating environment in which the orbit gradient changes are not so severe, the latter discontinuous system is preferable from the viewpoint of economy and operational efficiency.

【0017】[0017]

【発明の効果】以上詳細に説明したように、本発明のズ
リ鋼車は、走行機能を備えた車台部と、該車台部上に載
置固定され掘削排土を収容する鋼車部とから主になるズ
リ鋼車において、該ズリ鋼車が走行する軌道の勾配を検
知する勾配感知部と、該勾配感知部よりの軌道勾配情報
を得て、係る軌道勾配情報に対応した姿勢制御指令を発
する制御コントローラー部と、該制御コントローラー部
よりの姿勢制御指令を受けて伸縮し前記車台部と鋼車部
との上下間隔を適宜調整して前記鋼車部を水平に維持す
る姿勢制御手段とを備えることを特徴とするものであ
る。
As described in detail above, the scrap steel wheel according to the present invention comprises a chassis part having a traveling function and a steel wheel part mounted and fixed on the chassis part and accommodating excavated soil. In the main slip steel vehicle, a gradient sensing unit that detects the gradient of the track on which the slip steel vehicle travels, and obtains orbital gradient information from the gradient sensing unit, and issues a posture control command corresponding to the orbital gradient information. And a posture control unit that expands and contracts in response to a posture control command from the control controller unit, and appropriately adjusts a vertical distance between the chassis portion and the steel wheel portion to maintain the steel wheel portion horizontal. It is characterized by having.

【0018】したがって、掘削排土を積載した前記鋼車
部がトンネル勾配によらず常に水平に保たれる為、該鋼
車部に積載される排土の粘性などの土質によらず、ま
た、トンネル勾配が5%程度以上の急勾配となっても本
来の掘削排土の排出の役務を完全に果たすことが出来
る。そのため、ズリ鋼車の稼動回数も大幅に低減可能と
なり掘削排土の排出効率が従来より大幅に向上し、トン
ネルの掘削効率自体も改善されて工期及び工費が縮減さ
れることにつながるといった優れた効果を奏するのであ
る。
Therefore, since the steel wheel loaded with the excavated earth is always kept horizontal regardless of the tunnel gradient, the steel wheel is loaded regardless of the soil property such as the viscosity of the earth loaded. Even if the slope of the tunnel is as steep as about 5% or more, the original excavated earth discharging service can be completely performed. As a result, the number of times of operation of the scrap steel car can be greatly reduced, the discharge efficiency of excavation and excavation is greatly improved, and the excavation efficiency of the tunnel itself is also improved, leading to a reduction in the construction period and construction cost. It works.

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

【図1】本発明のズリ鋼車を示し、(a)は正面図、
(b)は側面図である。
FIG. 1 shows a scrap steel wheel of the present invention, wherein (a) is a front view,
(B) is a side view.

【図2】(a)は従来のズリ鋼車が急勾配軌道を走行す
る様子を示す説明図であり、(b)は本発明のズリ鋼車
が急勾配軌道を走行する様子を示す説明図である。
FIG. 2 (a) is an explanatory view showing a state in which a conventional steel strip car travels on a steep trajectory, and FIG. 2 (b) is an explanatory view showing a state in which the conventional steel strip car travels on a steep trajectory. It is.

【符号の説明】[Explanation of symbols]

R 軌道 10 ズリ鋼車 13 車台部 14 鋼車部 15 勾配感知部 15a 通信線 16 制御コントローラー部 17 姿勢制御手段 R track 10 Slip steel car 13 Undercarriage section 14 Steel car section 15 Slope sensing section 15a Communication line 16 Control controller section 17 Attitude control means

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 走行機能を備えた車台部と、該車台部上
に載置固定され掘削排土を収容する鋼車部とから主にな
るズリ鋼車において、 該ズリ鋼車が走行する軌道の勾配を検知する勾配感知部
と、該勾配感知部よりの軌道勾配情報を得て、係る軌道
勾配情報に対応した姿勢制御指令を発する制御コントロ
ーラー部と、該制御コントローラー部よりの姿勢制御指
令を受けて伸縮し前記車台部と鋼車部との上下間隔を適
宜調整して前記鋼車部を水平に維持する姿勢制御手段と
を備えることを特徴とするズリ鋼車。
1. A track on which a slip steel vehicle travels in a steel wheel mainly composed of a chassis having a traveling function and a steel wheel mounted and fixed on the chassis to accommodate excavated soil. A gradient sensing unit that detects the gradient of the vehicle, a controller controller that obtains orbital gradient information from the gradient sensing unit, and issues a posture control command corresponding to the orbital gradient information, and a posture control command from the control controller unit. A slip-on steel vehicle comprising: posture control means for receiving and expanding and contracting to adjust the vertical interval between the undercarriage portion and the steel wheel portion so as to maintain the steel wheel portion horizontal.
JP11191916A 1999-07-06 1999-07-06 Muck car Pending JP2001018792A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11191916A JP2001018792A (en) 1999-07-06 1999-07-06 Muck car

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11191916A JP2001018792A (en) 1999-07-06 1999-07-06 Muck car

Publications (1)

Publication Number Publication Date
JP2001018792A true JP2001018792A (en) 2001-01-23

Family

ID=16282588

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11191916A Pending JP2001018792A (en) 1999-07-06 1999-07-06 Muck car

Country Status (1)

Country Link
JP (1) JP2001018792A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101038928B1 (en) 2010-05-26 2011-06-03 신영구 Wagon with mud flap
CN117246363A (en) * 2023-11-15 2023-12-19 四川省冶金设计研究院 Mineral aggregate transportation equipment

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101038928B1 (en) 2010-05-26 2011-06-03 신영구 Wagon with mud flap
CN117246363A (en) * 2023-11-15 2023-12-19 四川省冶金设计研究院 Mineral aggregate transportation equipment
CN117246363B (en) * 2023-11-15 2024-01-23 四川省冶金设计研究院 Mineral aggregate transportation equipment

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