JPH07150892A - Hydraulic excavator - Google Patents

Hydraulic excavator

Info

Publication number
JPH07150892A
JPH07150892A JP6254988A JP25498894A JPH07150892A JP H07150892 A JPH07150892 A JP H07150892A JP 6254988 A JP6254988 A JP 6254988A JP 25498894 A JP25498894 A JP 25498894A JP H07150892 A JPH07150892 A JP H07150892A
Authority
JP
Japan
Prior art keywords
jib
hydraulic excavator
excavator
cylinder
shovel
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
JP6254988A
Other languages
Japanese (ja)
Inventor
Hans Schaeff
シェフ ハンス
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.)
Karl Schaeff GmbH and Co Maschinenfabrik
Original Assignee
Karl Schaeff GmbH and Co Maschinenfabrik
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 Karl Schaeff GmbH and Co Maschinenfabrik filed Critical Karl Schaeff GmbH and Co Maschinenfabrik
Publication of JPH07150892A publication Critical patent/JPH07150892A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/08Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield
    • E21D9/0875Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield with a movable support arm carrying cutting tools for attacking the front face, e.g. a bucket
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/12Devices for removing or hauling away excavated material or spoil; Working or loading platforms
    • E21D9/126Loading devices or installations
    • E21D9/128Loader-conveyors with gathering arms

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

PURPOSE: To improve operation efficiency in a tunnel by equipping a console that is suspended on a support stand rotatably with a swing arm, a control cylinder, a jib, and the like, and fitting an attachment that operates differently. CONSTITUTION: A console 16 that is suspended on an upper support stand 12 rotatably is equipped with a control cylinder 20 for tilting a rock arm 18 and a jib 21, a pivoting cylinder 25 of an attachment, and the like. Then, an excavating tool 26 with a drill and a shovel is fitted to the tip of a device, and each hydraulic cylinder is operated for excavation and raking. Also, depending on the details of operation, the excavating tool 26 is removed and exchanged with an excavating shovel 48 for excavation. Also, by installing the upper support stand 12 on a driving vehicle, the entire device can be moved, thus performing operation efficiently even if space in the tunnel or the like is narrow.

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、地面下にトンネルや下
水道などを建設する掘進装置の油圧掘削機に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hydraulic excavator of an excavating device for constructing a tunnel, a sewer or the like under the ground.

【0002】[0002]

【従来の技術】定期刊行物「 Bauplanung-Bautechnik」
1984,226-228 頁には、交通設備や配線の除去および設
置のため、地中を掘進する管状シールドが記載されてい
る。シールド上部の回転軸受けに接続されたジブは、回
転軸受けのまわりを水平に、そして制御シリンダーによ
って垂直にシールド全断面を旋回でき、シールド底の掘
削物をベルトコンベアに積載して移送する。旋回可能な
工具を取付けたジブが工具でシールド前の掘削範囲を掘
進し、掘削物をコンベアで除去すると、ただちにトンネ
ルシールドは、すでにトンネル内に設置されているジャ
ッキで一定長だけ前進させられる。
[Prior Art] Periodical publication "Bauplanung-Bautechnik"
1984, pp. 226-228 describes a tubular shield that digs underground to remove and install transportation equipment and wiring. The jib connected to the rotary bearing on the upper part of the shield can pivot the entire cross section of the shield horizontally around the rotary bearing and vertically by the control cylinder, and the excavated material on the bottom of the shield is loaded on the belt conveyor and transferred. As soon as the jib equipped with a swivel tool advances the excavation area in front of the shield with the tool and removes the excavated material on the conveyor, the tunnel shield is immediately advanced by a certain length with jacks already installed in the tunnel.

【0003】[0003]

【発明が解決しようとする課題】本発明の課題は、大き
い行動範囲でも摩耗が少なく、製作が簡単で小断面のト
ンネルでも任意の掘削具を支障なく搭載でき、掘削物の
送出を保証できるような管状シールドを提供するにあ
る。
SUMMARY OF THE INVENTION The object of the present invention is to reduce wear even in a large range of motion, to make it easy to manufacture, and to mount an arbitrary excavating tool in a tunnel having a small cross section without any trouble so that the delivery of excavated material can be guaranteed. To provide a good tubular shield.

【0004】[0004]

【課題を解決するための手段】前記課題は、特許請求の
範囲1に記載の特徴部分によって解決される。すなわち
本発明は、ジブは、制御シリンダーによって旋回可能な
揺り腕18とジブ傾斜を変更する制御シリンダー20か
らなる連結システムによって、回転軸受け15に固定さ
れたコンソール16に取付けられ、前記制御シリンダー
20は、揺り腕18の平行すべり棒として長さの変更調
整が可能であることを特徴とする油圧掘削機を要旨とす
るものである。
The above-mentioned object is solved by the characterizing portion of claim 1. That is, according to the present invention, the jib is attached to a console 16 fixed to a rotary bearing 15 by a connecting system consisting of a rocking arm 18 that can be swung by a control cylinder and a control cylinder 20 that changes the tilt of the jib. The purpose of the present invention is to provide a hydraulic excavator characterized in that its length can be changed and adjusted as a parallel sliding rod of the rocking arm 18.

【0005】ジブの取着は、上部回転軸受のコンソール
板から出る連結システムによって、ジブの前端に直接ま
たは間接に取付けた掘削具の前進運動に大きな可能性を
提供する。揺り腕に並行する制御シリンダーの長さ変更
によつて、ジブの前端はシールドまたはトンネルの全断
面に亙って行動できる。それによって、従来の汚れに鈍
感で摩耗の少ない軸受をもつ連結システムは、問題の工
具直結を避けた有利で簡単な長さ調整装置になる。前方
または後方に傾斜できるコンベアでは、ジブはトンネル
の天井に近接するので、コンベア上部に大量の採掘物を
輸送するための自由空間が生じる。さらにコンベアに自
由に近付き、停止の場合は両側から掃除することもでき
る。また、小規模の掘進装置でも比較的大きな工具を取
付けることができる。
The attachment of the jib offers great possibilities for the forward movement of the excavator directly or indirectly attached to the front end of the jib by means of a coupling system emerging from the console plate of the upper rotary bearing. By varying the length of the control cylinder parallel to the rocker arm, the front end of the jib can move across the entire cross section of the shield or tunnel. Thereby, the conventional coupling system with bearings that are insensitive to dirt and have low wear becomes an advantageous and simple length adjustment device which avoids the problematic direct connection of the tool. In a conveyor that can be tilted forward or backward, the jib is close to the tunnel ceiling, creating free space above the conveyor to transport large quantities of mining material. In addition, the conveyor can be freely accessed and, if stopped, can be cleaned from both sides. In addition, a relatively large tool can be attached to a small-scale excavation device.

【0006】揺り腕としては互いに横に間隔をもつてコ
ンソールに軸着され、それぞれに旋回シリンダーを備え
るのがよい。同様に互いに横に間隔をおいて配置された
2つの制御シリンダーがジブの傾斜に使用され、揺り腕
または揺り腕部材の並行調整が可能である。本発明の実
施例では、揺り腕の長さは水平に調整されたジブの前方
または後方旋回の最終姿勢がトンネル高さのおよそ半分
になるように設定される。
The swing arms may be pivotally attached to the console at a distance from each other, and each swing arm may have a swing cylinder. Similarly, two control cylinders, which are laterally spaced from each other, are used for tilting the jib, allowing parallel adjustment of the rocker arm or rocker arm member. In an embodiment of the invention, the length of the rocker arm is set so that the final attitude of the horizontally adjusted jib forward or backward turn is approximately half the tunnel height.

【0007】掘削具を直接ジブの前端に接続する構成で
は、ジブ前部のフオークにショベルや油圧ハンマー、他
の工具をもつ支持部が軸着され、1つないし複数の制御
シリンダーによって旋回できる。ジブフオークは、工具
支持部を安定に軸着したコンパクトな構成で、ショベル
を装備すると、通常のショベル運動の意味で旋回でき、
軟弱な掘削物またはハンマーで破砕された岩石を砕きコ
ンベアに送る。
In the construction in which the excavator is directly connected to the front end of the jib, a support having an excavator, a hydraulic hammer, and other tools is pivotally attached to the fork of the front part of the jib, and can be pivoted by one or a plurality of control cylinders. The jib fork has a compact structure in which the tool supporting part is stably attached to the shaft, and when equipped with a shovel, it can be swiveled in the sense of ordinary shovel motion.
Rocks crushed with soft excavations or hammers are sent to a crusher conveyor.

【0008】トンネルの直径が大きくなったとき、これ
に応じてジブの作業範囲を広げるために、ジブの前端と
工具支持部または任意の掘削具の間に、少なくとも1つ
の補足ジブ棒(たとえばショベル棒および/または1個
ないし数個の中間ジブ)を接続できる。この変形によれ
ば、掘進装置は前進の時に生じる縦力に対抗するため、
回転軸受が取着された頂板を上にもつ無限軌道車からな
っている。側方から立つか、または頂板を突き抜ける支
柱をトンネルの天井と底部の間に立設し、頂板を支持し
た横壁の間にコンベアを変位可能な傾斜で配置できる。
As the diameter of the tunnel increases, at least one supplemental jib bar (such as a shovel) is provided between the front end of the jib and the tool support or any excavation tool to increase the working range of the jib accordingly. Rods and / or one or several intermediate jibs) can be connected. According to this modification, the excavation device opposes the longitudinal force generated during forward movement,
It consists of a tracked vehicle with a top plate on which a rotary bearing is attached. Posts standing from the side or penetrating the top plate can be erected between the ceiling and bottom of the tunnel, and the conveyor can be placed at a displaceable slope between the lateral walls supporting the top plate.

【0009】以下、本発明を図面に基づく実施例を挙げ
て詳しく説明する。図1および図2は、掘進シールドの
頂部に取り付けた、連結システムの前方、後方への旋回
姿勢にある掘削機を、図3および図4は、ショベル棒を
掘削ショベルに置換した作業具をもつ図1および図2の
掘削機を、図5および図6は、短い基本ジブに中間ジブ
と掘削ショベルをもつショベル棒が接続された図1およ
び図2の掘削機を、図7および図8は、図1および図2
に対応する作業姿勢の掘削具を取着した車の掘進装置を
示す。図9は、図7、図8に類似する掘削機の運転状態
を示す。
The present invention will be described in detail below with reference to the embodiments based on the drawings. 1 and 2 show an excavator attached to the top of the excavation shield in a forward and rearward turning posture of the coupling system, and FIGS. 3 and 4 have a work implement in which a shovel rod is replaced with an excavator shovel. Figures 1 and 2 show the excavator of Figures 1 and 2, Figures 5 and 6 show the excavator of Figures 1 and 2 in which a short basic jib is connected to an excavator bar with an intermediate jib and an excavator, and Figures 7 and 8 show , FIG. 1 and FIG.
Fig. 2 shows a car excavating device to which a drilling tool having a work posture corresponding to is attached. FIG. 9 shows an operating state of the excavator similar to FIGS. 7 and 8.

【0010】図1および図2の左方向に掘進するとき
の、トンネル内部には、予備刃11をもつ長さ数mの円
筒状の掘進シールド10が存在する。トンネルの掘進が
進行すると、掘進シールド10は、図示していない後端
のプレス手段によって未掘削箇所の前方に押しつけられ
るので、新たな場所がさらに掘削され、シールド後部の
空間は、コンクリート、鋼材または壁材からなるトンネ
ル被覆材料によって補強される。アーチ状のシールド頂
部には、回転軸受け15が下に固定された平らな強化壁
からなる棚がある。この回転軸受けは、垂直回転軸をも
つ回転リングからなるが、自由度の多いユニバーサル軸
受けでもよい。回転軸受け15の一部は、たとえばピニ
オンを介してギヤリングに結合する駆動モータ17によ
って垂直回転軸まわりを回転できる。
When excavating to the left in FIGS. 1 and 2, a cylindrical excavation shield 10 having a preliminary blade 11 and having a length of several meters is present inside the tunnel. As the tunnel excavation progresses, the excavation shield 10 is pressed in front of the unexcavated portion by the pressing means at the rear end (not shown), so that a new location is further excavated, and the space behind the shield is made of concrete, steel or It is reinforced by tunnel covering material consisting of wall material. At the top of the arched shield is a ledge consisting of a flat reinforced wall with a rotating bearing 15 fixed to it. Although this rotary bearing is composed of a rotary ring having a vertical rotary shaft, it may be a universal bearing having many degrees of freedom. A part of the rotary bearing 15 can be rotated around a vertical rotary shaft by a drive motor 17 coupled to the gear ring via a pinion, for example.

【0011】コンソール板16の下には、水平軸をもつ
回転軸受けが設けられ、これに揺り腕18の上端が軸着
される。コンソール16と揺り腕18の後部に軸着され
た旋回シリンダー19によって揺り腕は、図1に示す後
方の最終位置と図2に示す前方の最終位置との間を旋回
できる。旋回シリンダー19の長さを変更すれば旋回角
度は約120°になるので、必要の場合はシリンダーに
よって工具等の方向変換角度を拡大できる。
A rotary bearing having a horizontal axis is provided below the console plate 16, and the upper end of the rocking arm 18 is pivotally attached to the rotary bearing. A swing cylinder 19 pivotally mounted on the rear portion of the console 16 and the swing arm 18 allows the swing arm to swing between a rear end position shown in FIG. 1 and a front end position shown in FIG. If the length of the swivel cylinder 19 is changed, the swivel angle becomes about 120 °, so that the direction change angle of the tool or the like can be expanded by the cylinder if necessary.

【0012】揺り腕18から前方に間隔をもってコンソ
ール16の延長に制御シリンダー20が軸受けされ、そ
の下端はジブ21に1ケ所で保持され、ジブ21の後端
と揺り腕18の下端を同じ間隔で結ぶ関節軸をもってい
る。図1と図2ではジブ21は、ほぼ水平に保持され、
制御シリンダー20の押上または押出し長さによって達
成されるので、制御シリンダー20は揺り腕18に平行
に走り、したがって揺り腕と同じ長さをもち、これと平
行四辺形となり、その作用でジブ21は旋回する間は平
行のままである。図2に破線で示すジブ21の傾斜した
縦軸は、揺り腕18の軸受けから出て、ジブ21がその
水平位置から上下に約30°旋回されることを示してい
る。
A control cylinder 20 is supported by the extension of the console 16 at a distance from the rocker arm 18 forward, and the lower end of the control cylinder 20 is held at one place on the jib 21, and the rear end of the jib 21 and the lower end of the rocker arm 18 are equally spaced. It has a joint axis that connects it. 1 and 2, the jib 21 is held substantially horizontal,
The control cylinder 20 runs parallel to the rocker arm 18, and therefore has the same length as the rocker arm, and is a parallelogram with it, as a result of which the jib 21 is moved. It remains parallel during the turn. The slanted vertical axis of the jib 21 shown in dashed lines in FIG. 2 indicates that it exits the bearing of the rocker arm 18 and that the jib 21 is pivoted approximately 30 ° up and down from its horizontal position.

【0013】図1および図2に示すように、ジブ21の
後部は狭くなり、叉状または上部が開いた部分21から
なるので、ジブ21が上方へ傾いた最終姿勢に達すると
き、ジブの間に制御シリンダー20の下端がくる。ジブ
の前部は広いフォーク部分23となり、そのフォークの
間に工具支持部26が軸着される。ジブの狭い部分21
と広い部分23は溶接管24で結合されているが、これ
は他の補強手段で代替してもよい。
As shown in FIGS. 1 and 2, since the rear portion of the jib 21 is narrowed and has a fork-shaped or open upper portion 21, when the jib 21 reaches the final posture in which the jib 21 is tilted upwards, the space between the jibs is reduced. The lower end of the control cylinder 20 comes to the bottom. The front portion of the jib becomes a wide fork portion 23, and the tool support portion 26 is pivotally mounted between the forks. Narrow part of jib 21
The wide portion 23 is connected by a welded pipe 24, but this may be replaced by other reinforcing means.

【0014】工具支持部26は、図面に見るように、2
つの側片28の間に油圧ハンマー27をもっている。図
2により側片28の下方には、水平軸まわりに調整でき
るショベル29が取り付けられ、30で示すシリンダー
によって作業状態(図1)と工具支持部26をつけた休
止状態(図2)の間、旋回できる。ショベル29の作業
姿勢において、その歯が油圧ハンマー27のノミ先端よ
り出るので、掘り下げまたは掘削物を掘り出す際にハン
マーのノミを覆つて保護する。
As shown in the drawing, the tool support portion 26 has two
A hydraulic hammer 27 is provided between the two side pieces 28. According to FIG. 2, an excavator 29 which can be adjusted around a horizontal axis is attached below the side piece 28, and a cylinder indicated by 30 is provided between a working state (FIG. 1) and a resting state with a tool support 26 (FIG. 2). , You can turn. In the working posture of the shovel 29, the teeth thereof protrude from the tip of the chisel of the hydraulic hammer 27, so that the chisel of the hammer is covered and protected when digging down or excavating an excavated object.

【0015】工具支持部26は、そのほぼ中央で横軸4
0のまわりを旋回可能に軸着されている。この横軸はジ
ブ21の前端の2つの横軸ボルトである。側片28には
2個の旋回シリンダー25が取付けられ、その後端はジ
ブの後部22に軸着されている。図1に見るように、旋
回シリンダー25の引出し姿勢で、工具支持部26はジ
ブ21の長さ軸にほぼ直角になるので、ショベル29は
掘削物を傾斜台42を経て下方のコンベア44に送るこ
とができる。図2にみるように、工具支持部26は、油
圧ハンマー27のノミが作業方向に向きジブ21の長さ
軸を避けるように調整される。揺り腕18の長さを、前
後の旋回姿勢において水平に調整されたジブ21がトン
ネルの高さの約半分になるようにするのがよい。工具支
持部26は、ハンマーまたは他の工具がトンネルに対し
下から斜め上に作業できるようにするため、図2に示す
油圧ハンマー27の作業方向よりさらに上方に旋回され
るようにすることができる。ショベル29の作業では、
工具支持部26は、旋回シリンダー25によって、通常
のショベル運動から少なくとも120°横軸まわりを旋
回するようにされる。
The tool support portion 26 has a horizontal axis 4 substantially at the center thereof.
It is pivotally mounted so that it can rotate around 0. The horizontal axis is the two horizontal bolts at the front end of the jib 21. Two swivel cylinders 25 are attached to the side piece 28, and the rear ends thereof are pivotally attached to the rear portion 22 of the jib. As shown in FIG. 1, when the swiveling cylinder 25 is in the withdrawn position, the tool support 26 is substantially perpendicular to the length axis of the jib 21, so that the shovel 29 sends the excavated material to the lower conveyor 44 via the tilt table 42. be able to. As seen in FIG. 2, the tool support 26 is adjusted so that the chisel of the hydraulic hammer 27 faces the working direction and avoids the length axis of the jib 21. The length of the rocker arm 18 is preferably such that the horizontally adjusted jib 21 in the front-back turning posture is about half the height of the tunnel. The tool support 26 may be pivoted further above the working direction of the hydraulic hammer 27 shown in FIG. 2 to allow a hammer or other tool to work diagonally above the tunnel from below. . In the work of the shovel 29,
The tool support 26 is adapted to be pivoted by a pivoting cylinder 25 about a transverse axis of at least 120 ° from normal excavator movement.

【0016】図3および図4の実施態様は、全長が同じ
幅のジブ21の前端にショベル柄46が接続され、この
ショベル柄はジブ上側に支持されたシリンダー25によ
って旋回される点で、前記の態様とはとくに相違する。
ショベル柄46の前端にはつかみショベル48が軸着さ
れている任意の他の工具たとえば油圧ハンマーまたは工
具支持部26(図2)で代替されショベル柄に支持され
たショベルシリンダー50で旋回される。ショベル柄に
よる行動範囲では、回転軸受け15と下方のコンベア4
4もシールド刃先から大きく離れて配置できるので、コ
ンベアの前は掘削物の中間貯蔵のための自由空間とな
り、工具はトンネルの掘進や掘削物の輸送にのみ長く使
用できる。
In the embodiment of FIGS. 3 and 4, the shovel handle 46 is connected to the front end of the jib 21 having the same overall length, and the shovel handle is swung by the cylinder 25 supported on the upper side of the jib. This is particularly different from the embodiment.
At the front end of the shovel handle 46, a grip shovel 48 is swung by a shovel cylinder 50 supported by the shovel handle, which is replaced by any other tool such as a hydraulic hammer or the tool support 26 (FIG. 2). In the range of action by the shovel pattern, the rotary bearing 15 and the lower conveyor 4
Since 4 can also be arranged at a great distance from the shield cutting edge, a free space for intermediate storage of excavated material is provided in front of the conveyor, and the tool can be used for a long time only for tunnel excavation and transportation of excavated material.

【0017】横に間隔をおいて置かれたコンソール16
の下には、平行する旋回シリンダー19をもつ2個の揺
り腕18と連結システムに属しジブ21の両側に接して
ジブの傾斜を変える2個の制御シリンダー20が軸着さ
れている。このような4個の関節からなる連結システム
は、図1、図2の実施例でも利用できるが、そこにはた
だ1つの制御シリンダー20と1つの広いか2つの旋回
関節からなる揺り腕18が示されている。2つの揺り腕
18の場合は、2つの旋回シリンダーが設けられる。
Console 16 laterally spaced
Two rocker arms 18 with parallel swiveling cylinders 19 and two control cylinders 20 belonging to the connecting system and contacting both sides of the jib 21 to change the inclination of the jib are pivoted below. Such a four-joint coupling system can also be used in the embodiment of FIGS. 1 and 2, in which there is only one control cylinder 20 and one rocker arm 18 consisting of one wide or two pivot joints. It is shown. In the case of two rocking arms 18, two swivel cylinders are provided.

【0018】図5および図6の実施態様では、比較的短
いジブ21の前端に中間ジブ52が軸着され、ジブの上
側に支持されたシリンダー25で旋回できる。中間ジブ
52の前端には、ショベル柄46の後端が軸着され、前
と同様ショベル48または任意の他の工具が支持され
る。ショベル柄46の旋回には、両側が中間ジブ52に
軸着された2つのシリンダー54が役立ち、つかみショ
ベル48の広い旋回範囲の得るため、ショベル柄46に
支持されたショベルシリンダー50がショベル柄とつか
みショベルに軸着されたレバー56、58に作用する。
In the embodiment of FIGS. 5 and 6, an intermediate jib 52 is pivotally mounted on the front end of a relatively short jib 21 and can be swiveled by a cylinder 25 supported on the upper side of the jib. The rear end of the shovel handle 46 is pivotally attached to the front end of the intermediate jib 52, and the shovel 48 or any other tool is supported as in the front. Two cylinders 54, both sides of which are pivotally attached to the intermediate jib 52, are useful for turning the shovel handle 46. In order to obtain a wide turning range of the grip shovel 48, the shovel cylinder 50 supported by the shovel handle 46 serves as a shovel handle. It acts on levers 56 and 58 that are pivotally attached to the grip shovel.

【0019】図5と図6は、これらジブ構成グループの
関節21、52、46の応用例を示すもので、破砕しや
すい岩石からなる採掘区間を横断する掘進シールド10
は、より大きい直径をもっている。掘進シールド10の
底にたまる砕けやすい採掘物が大きな集合体となり、あ
るいは落下する岩石がコンベアを損傷するのを避けるた
め、掘進シールド10の中間の高さに1個または数個の
水平予備刃11が配置され、これは3関節ジブ構成グル
ープによって上方または下方からゆっくり回転される。
図5は、予備刃11の下部でショベルが作業することを
破線で示している。ジブ21が下方に傾き連結システム
で前方へ動くと、ショベル48はさらに前進する。図6
に示すように、予備刃11の上部で作業するつかみ工具
は同様にさらに前進して、連結システムをその最終位置
まで運び、中間ジブ52の方向をジブ21に近づける。
掘進シールド10とジブ21の大きい直径を考慮して、
上方へ旋回できる中間ジブ52は、図5、6に示すよう
に、掘進シールドの高い部分か中央に近い支持部12a
に接する回転軸受15に固定される。ここでも水平に調
整されたジブ21はおよそシールドの半分の高さにあ
る。
FIGS. 5 and 6 show an application example of the joints 21, 52, 46 of these jib constituent groups, and the excavation shield 10 that crosses a mining section made of rock that is easily fractured.
Has a larger diameter. One or several horizontal spare blades 11 are provided at the middle height of the excavation shield 10 in order to prevent crushable mining material that accumulates at the bottom of the excavation shield 10 from forming a large aggregate or damaging the falling rocks to damage the conveyor. , Which is slowly rotated from above or below by a three-joint jib assembly group.
FIG. 5 shows in broken lines that the shovel works under the spare blade 11. As the jib 21 tilts downward and moves forward in the linkage system, the shovel 48 advances further. Figure 6
The gripping tool working on the top of the blade 11 likewise advances further, carrying the coupling system to its final position, as shown in FIG.
Considering the large diameter of the excavation shield 10 and the jib 21,
As shown in FIGS. 5 and 6, the intermediate jib 52 which can be swung upward is provided with a support portion 12a which is located at a high portion of the excavation shield or near the center.
Is fixed to the rotary bearing 15 in contact with. Again, the horizontally adjusted jib 21 is approximately half the height of the shield.

【0020】図7から図9までの実施例では、前述の実
施態様のときような比較できる要素からなる掘削機の回
転軸受15は、安定した補強頂板35の下側に固定さ
れ、頂板は無限軌道車32の車台31から立ち上がる横
壁33に支持されている。横壁33は、連結システムの
運動のために互いに十分な間隔をもって、揺り腕18の
高さを越えて外に曲折し、前方へ出るか引き込むので、
コンソール16に軸着された連結システムはその作業の
ためトンネル幅以上必要な回転運動が邪魔されることな
く実施できる。運転可能な掘進装置を、掘削作業時に生
じる縦方向の力に対し支持するため、頂板35を通して
上方または側外方に傾けて(傾かせないで)動かせる支
柱34をトンネルの天井と底部の間に立てる。直角支柱
34には横壁33に案内と図示しない円筒支柱を設け
る。
In the embodiments of FIGS. 7 to 9, the rotary bearing 15 of the excavator, which consists of comparable elements as in the previous embodiment, is fixed below the stable reinforcing top plate 35 and the top plate is infinite. It is supported by a lateral wall 33 rising from the chassis 31 of the rail car 32. The lateral walls 33 bend outwards beyond the height of the rocker arm 18 and exit or retract forward, with sufficient spacing from each other for movement of the linkage system,
The connecting system pivotally mounted on the console 16 can be carried out without obstructing the rotational movement required for the work, which is larger than the tunnel width. Between the ceiling and the bottom of the tunnel, a pillar 34, which can be tilted upwards or laterally outwards (without tilting) through the top plate 35, is provided to support the operable excavation device against longitudinal forces generated during excavation work. Stand up. The right-angled column 34 is provided with a guide on the lateral wall 33 and a cylindrical column not shown.

【0021】横壁33の間には、前端に傾斜台42を置
いたコンベア44が延びている。このコンベアは、掘削
物をのせて輸送するのに好都合な角度に無限軌道車32
の後部の軸受36によって支持され、横に取り付けられ
たシリンダー38によって引き上げまたは傾斜角度が調
節される。
Between the lateral walls 33, a conveyor 44 having an inclined table 42 at the front end extends. This conveyor is a track car 32 at an angle convenient for transporting the excavated material.
Supported by a rear bearing 36 and laterally mounted cylinder 38 adjusts the lift or tilt angle.

【0022】図9は、図4の状態にある走行掘削機の正
面図であって、無限軌道の上部と頂板35の下側に設け
られた運転台39および互いに横に間隔を開けて配置さ
れた旋回関節からなる揺り腕18が示されている。この
揺り腕18はコンソール16の下部に軸着されている。
さらに図9は、工具支持部26の側片28、その間に支
持される油圧ハンマー27およびショベル29の外端に
設けられたひっかき刃が示されている。ひっかき刃は、
コンベア44の外側にあつて、たとえば扇形につくられ
る台42の前に置かれる。
FIG. 9 is a front view of the traveling excavator in the state shown in FIG. 4, which is a driver's cab 39 provided on the upper part of the endless track and on the lower side of the top plate 35 and is arranged laterally with a space therebetween. A rocking arm 18 consisting of a swivel joint is shown. The rocking arm 18 is pivotally attached to the lower portion of the console 16.
Further, FIG. 9 shows a side piece 28 of the tool support portion 26, a hydraulic hammer 27 supported between the tool support portion 26, and a scratching blade provided at the outer ends of the excavator 29. The scratch blade is
It is placed on the outside of the conveyor 44 and in front of a platform 42, which is, for example, fan-shaped.

【0023】[0023]

【発明の効果】本発明の図7−9に示すような掘削機に
よって、狭いトンネル、管または地中の下水管内のたと
えば古い脱落壁の除去、トンネルの直径拡張、崩壊物の
除去等ができる。ジブと同様に車にも別個に電気的リモ
ートコントロール装置をつけることができる。無限軌道
車32によって電気的に作動する油圧装置を付随車に搭
載して輸送することもできる。無限軌道車のかわりに他
の特殊車両を配置することもできる。
With the excavator as shown in FIGS. 7-9 of the present invention, it is possible to remove, for example, old falling walls in narrow tunnels, pipes or underground sewer pipes, enlarge the diameter of tunnels, remove debris, etc. . Like the jib, the car can have a separate electrical remote control. A hydraulic device electrically operated by the tracked vehicle 32 may be mounted on a trailer vehicle for transportation. It is also possible to place other special vehicles instead of the tracked vehicle.

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

【図1】掘進シールドの頂部に取り付けた、連結システ
ムの前方、後方旋回姿勢の掘削機を示す。
FIG. 1 shows an excavator mounted on the top of the excavation shield in a forward and backward turning position of the linkage system.

【図2】掘進シールドの頂部に取り付けた、連結システ
ムの前方、後方旋回姿勢の掘削機を示す。
FIG. 2 shows the excavator mounted on top of the excavation shield in a forward and backward turning position of the linkage system.

【図3】ショベル棒を掘削ショベルに置換した作業具を
もつ図1および図2の掘削機械を示す。
FIG. 3 shows the excavating machine of FIGS. 1 and 2 with a work implement in which the excavator bar has been replaced by an excavating shovel.

【図4】ショベル棒を掘削ショベルに置換した作業具を
もつ図1および図2の掘削機械を示す。
FIG. 4 shows the excavating machine of FIGS. 1 and 2 with a work implement in which the excavator bar has been replaced by an excavating shovel.

【図5】短い基本ジブに中間ジブと掘削ショベルをもつ
ショベル棒が接続された図1の掘削機械を示す。
5 shows the excavator of FIG. 1 with a short basic jib connected to an intermediate jib and a shovel bar with a excavator shovel.

【図6】短い基本ジブに中間ジブと掘削ショベルをもつ
ショベル棒が接続された図2の掘削機械を示す。
FIG. 6 shows the excavating machine of FIG. 2 with a short basic jib connected to an intermediate jib and a shovel rod with a excavator shovel.

【図7】図1に対応する作業姿勢の掘削削具を取着した
車両形態の掘進装置を示す。
FIG. 7 shows a vehicle-shaped excavation device to which an excavation tool having a work posture corresponding to FIG. 1 is attached.

【図8】図2に対応する作業姿勢の掘削削具を取着した
車両形態の掘進装置を示す。
8 shows a vehicle-shaped excavation device to which an excavation tool having a work posture corresponding to FIG. 2 is attached.

【図9】図7、図8に類似する掘削機械の運転状態を示
す略図である。
FIG. 9 is a schematic view showing an operating state of an excavating machine similar to FIGS. 7 and 8;

【符号の説明】[Explanation of symbols]

10;掘進シールド 34;支柱 12;支持台 35;頂板 15;回転軸受け 39;運転台 16;コンソール 42;傾斜台 18;揺り腕 44;コンベア 19;旋回シリンダー 46;ショベル
柄 20;制御シリンダー 48;ショベル 21;ジブ 50;ショベル
シリンダー 25;旋回シリンダー 52;中間ジブ 26;工具支持部 27;油圧ハンマー 29;ショベル 32;無限軌道車
10: excavation shield 34; pillar 12; support base 35; top plate 15; rotary bearing 39; driver's cab 16; console 42; tilting base 18; rocking arm 44; conveyor 19; swivel cylinder 46; excavator handle 20; control cylinder 48; Shovel 21; Jib 50; Shovel Cylinder 25; Swivel Cylinder 52; Intermediate Jib 26; Tool Support 27; Hydraulic Hammer 29; Excavator 32; Tracked Vehicle

Claims (11)

【特許請求の範囲】[Claims] 【請求項1】一端に少なくとも1つの掘削具を直接接続
でき、他端に掘進装置の上部支持台に取付けた、回転軸
受けの回りを旋回できるジブと、さらにジブの傾斜を変
える少なくとも1つの制御シリンダーと、横軸まわりを
旋回できる掘削具を作動させる少なくとも1つの他の制
御シリンダーとを備えた地中掘進装置のための油圧掘削
機において、ジブ21は、旋回シリンダー19によって
旋回可能な揺り腕18と、揺り腕18の平行すべり棒と
して長さの変更調整が可能なジブの傾斜を変える制御シ
リンダー20とからなる連結システムによって、回転軸
受け15に固定されたコンソール16に懸架されている
ことを特徴とする油圧掘削機。
1. A jib which can be directly connected to one end with at least one excavator and which is attached to the upper support of the excavator at the other end and can be swiveled around a rotary bearing, and at least one control for changing the inclination of the jib. In a hydraulic excavator for an underground excavator comprising a cylinder and at least one other control cylinder for actuating an excavator which can be swiveled around a transverse axis, the jib 21 comprises a swinging arm swivelable by a swivel cylinder 19. It is suspended on a console 16 fixed to a rotary bearing 15 by means of a connecting system consisting of 18 and a control cylinder 20 for changing the inclination of the jib whose length can be adjusted and adjusted as parallel sliding bars of the rocker arm 18. Characteristic hydraulic excavator.
【請求項2】揺り腕18として、横に間隔をおいて互い
にコンソールに軸着された旋回シリンダー19をもつ揺
り腕−関節が設けられていることを特徴とする請求項1
に記載の油圧掘削機。
2. A rocking arm-joint having rocking cylinders 19 laterally spaced from each other and pivoted to the console is provided as the rocking arm 18.
Hydraulic excavator described in.
【請求項3】横に間隔をおいて互いにコンソール16に
軸着された2つの制御シリンダー20が、ジブの傾斜を
変更するために設けられ、揺り腕18の平行すべり棒と
して調整可能であることを特徴とする請求項1または2
に記載の油圧掘削機。
3. Two control cylinders 20 laterally spaced from each other and pivotally mounted on the console 16 are provided for changing the inclination of the jib and are adjustable as parallel sliding bars of the rocker arm 18. Claim 1 or 2 characterized by
Hydraulic excavator described in.
【請求項4】水平に調整したジブ21が、前後に旋回す
るその最終旋回姿勢でトンネルまたは掘進装置のほぼ半
分の高さにあることを特徴とする請求項1に記載の油圧
掘削機。
4. A hydraulic excavator as claimed in claim 1, characterized in that the horizontally adjusted jib 21 is at approximately half the height of the tunnel or excavator in its final swiveling attitude of swiveling back and forth.
【請求項5】ジブ21は、制御シリンダー20の平行四
辺形によって達し得る縦位置で上下に約30°旋回でき
ることを特徴とする請求項1〜4のいずれかに記載の油
圧掘削機。
5. The hydraulic excavator according to claim 1, wherein the jib 21 can be swung up and down by about 30 ° in a vertical position which can be reached by the parallelogram of the control cylinder 20.
【請求項6】掘進装置が、掘削具から達し得る下方にコ
ンベア44を備えることを特徴とする請求項1〜4のい
ずれかに記載の油圧掘削機。
6. The hydraulic excavator according to claim 1, wherein the excavation device is provided with a conveyor 44 below which the excavator can reach.
【請求項7】掘進装置は、回転軸受け15が取付けられ
た頂板35をもつ無限軌道車32からなることを特徴と
する請求項1〜4のいずれかに記載の油圧掘削機。
7. The hydraulic excavator according to any one of claims 1 to 4, wherein the excavation device comprises a tracked vehicle 32 having a top plate 35 to which a rotary bearing 15 is attached.
【請求項8】無限軌道車32は、トンネルの天井と地面
の間に上方から頂板35または横から突き出た支柱34
によって固定されることを特徴とする請求項7に記載の
油圧掘削機。
8. A crawler track vehicle 32 comprises a top plate 35 or a pillar 34 projecting from the side between the ceiling and the ground of the tunnel from above.
The hydraulic excavator according to claim 7, wherein the hydraulic excavator is fixed by the.
【請求項9】頂板35が無限軌道車に固定された横壁3
3に支持され、その間にコンベア44が調節可能な傾斜
で支持されていることを特徴とする請求項7に記載の油
圧掘削機。
9. A lateral wall 3 having a top plate 35 fixed to a tracked vehicle.
8. The hydraulic excavator according to claim 7, wherein the hydraulic excavator is supported by 3 and the conveyor 44 is supported by an adjustable tilt therebetween.
【請求項10】ジブ21の前方フオーク23にショベル
(ハッケ、突き刺し歯等)および油圧ハンマー(カッタ
ー、ドリル等)を備えた工具支持部26が、その中心に
ある回転軸受に支持され、旋回シリンダー25によって
旋回可能であることを特徴とする請求項1〜9のいずれ
かに記載の油圧掘削機。
10. A swivel cylinder in which a tool support portion 26 having a shovel (hacks, piercing teeth, etc.) and a hydraulic hammer (cutter, drill, etc.) on a front fork 23 of a jib 21 is supported by a rotary bearing at its center. 25. The hydraulic excavator according to any one of claims 1 to 9, wherein the hydraulic excavator can be turned by 25.
【請求項11】ジブ21の前端と掘削具48の間に少な
くとも1つの付加的な関節(たとえば中間ジブ52およ
び/またはショベル棒46が可動的に接続されているこ
とを特徴とする請求項1〜10のいずれかに記載の油圧
掘削機。
11. The at least one additional joint (eg, intermediate jib 52 and / or shovel bar 46) is movably connected between the front end of the jib 21 and the excavator 48. 10. The hydraulic excavator according to any one of 10 to 10.
JP6254988A 1993-10-20 1994-10-20 Hydraulic excavator Pending JPH07150892A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4335753A DE4335753C2 (en) 1993-10-20 1993-10-20 Hydraulically driven excavator for a jacking device for underground driving
DE4335753.9 1993-10-20

Publications (1)

Publication Number Publication Date
JPH07150892A true JPH07150892A (en) 1995-06-13

Family

ID=6500577

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6254988A Pending JPH07150892A (en) 1993-10-20 1994-10-20 Hydraulic excavator

Country Status (7)

Country Link
EP (1) EP0649973B1 (en)
JP (1) JPH07150892A (en)
KR (1) KR950011779A (en)
CN (1) CN1043918C (en)
AT (1) ATE176518T1 (en)
DE (2) DE4335753C2 (en)
ES (1) ES2128481T3 (en)

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KR950011779A (en) 1995-05-16
EP0649973A2 (en) 1995-04-26
ES2128481T3 (en) 1999-05-16
ATE176518T1 (en) 1999-02-15
DE59407767D1 (en) 1999-03-18
CN1127322A (en) 1996-07-24
EP0649973A3 (en) 1995-08-09
DE4335753C1 (en) 1995-01-05
EP0649973B1 (en) 1999-02-03
DE4335753C2 (en) 1998-07-09

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