JPH06229191A - Non-drive excavator - Google Patents

Non-drive excavator

Info

Publication number
JPH06229191A
JPH06229191A JP3935593A JP3935593A JPH06229191A JP H06229191 A JPH06229191 A JP H06229191A JP 3935593 A JP3935593 A JP 3935593A JP 3935593 A JP3935593 A JP 3935593A JP H06229191 A JPH06229191 A JP H06229191A
Authority
JP
Japan
Prior art keywords
reaction force
excavation
excavator
cutting drill
bending mechanism
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
JP3935593A
Other languages
Japanese (ja)
Inventor
Shinichi Ono
眞一 小野
Katsunori Kasai
克紀 笠井
Takashi Tanahashi
隆司 棚橋
Satoshi Osumi
聰 大住
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.)
Nippon Steel Corp
Toho Gas Co Ltd
Original Assignee
Sumitomo Metal Industries Ltd
Toho Gas Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sumitomo Metal Industries Ltd, Toho Gas Co Ltd filed Critical Sumitomo Metal Industries Ltd
Priority to JP3935593A priority Critical patent/JPH06229191A/en
Publication of JPH06229191A publication Critical patent/JPH06229191A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To enable rectilinear propagation and curved propagation by self- advancing without requiring thrust from a starting shaft. CONSTITUTION:In a non-drive excavator having a cutting drill 1a at a front end and a traction section 2 for an article to be laid at a rear end, reaction generating sections 3, 5 at two places are installed between the cutting drill 1a and the traction section 2. An expansion and contraction mechanism 4 in the longitudinal direction is interposed between these reaction generating sections 3, 5. Flexing mechanisms 6 are further interposed between the cutting drill 1a and the traction section 2, and a built-in starting coil 1c is mounted at the front end section.

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、例えばケーブルやポリ
エチレン管等の可撓性のある地下構造物を敷設する場合
に使用する非開削掘進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 non-digging machine for use in laying flexible underground structures such as cables and polyethylene pipes.

【0002】[0002]

【従来の技術】従来、開削せずにガス管、下水道管、ケ
ーブル等を地下に埋設する場合に使用する掘進機として
は、直進性を維持し、かつ、発進立坑に設置された油圧
ジャッキ装置による元押し推力を利用するものが一般的
である。従来の掘進機で直進性を維持する目的は、掘進
機に接続する管の剛性を利用して、元押し推力を掘進機
の先端まで伝達させるためであり、曲進すると元押し推
力を掘進機の先端まで伝達できなくなるからである。
2. Description of the Related Art Conventionally, as an excavator used for burying a gas pipe, a sewer pipe, a cable, etc. underground without excavating, a hydraulic jack device which maintains straightness and is installed in a starting shaft. It is common to use the original thrust force by. The purpose of maintaining straightness in conventional excavators is to use the rigidity of the pipe connected to the excavator to transmit the original thrust to the tip of the excavator. It is not possible to transmit to the tip of.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記し
たような発進立坑に設置された油圧ジャッキ装置による
元押し推力を利用する掘進機では、掘進させようとする
延長線(直線)上に既設構造物等、事前の調査時での調
査漏れや、調査後にあらたにできたもの等の予期しない
障害物が発生すれば、施工が困難になるという問題があ
った。
However, in the excavator utilizing the thrust force by the hydraulic jack device installed in the starting shaft as described above, the existing structure is placed on the extension line (straight line) to be excavated. However, there was a problem that construction would be difficult if the survey was omitted during the preliminary survey or unexpected obstacles such as new ones were created after the survey.

【0004】本発明は、このような従来の掘進機にあっ
た問題点に鑑みてなされたものであり、元押し推力を必
要とせず自分自身で移動でき、また、予期しない障害物
の出現時には、曲進させてその障害物を回避でき、さら
に、掘進機自身の位置を検出しながら掘進を継続し、目
的の位置まで掘進させられる掘進機を提供することを目
的としている。
The present invention has been made in view of the problems of the conventional excavator, and it is possible to move by itself without the need for a pushing thrust, and when an unexpected obstacle appears. It is an object of the present invention to provide an excavator that can be bent to avoid obstacles, and that can continue excavation while detecting the position of the excavator itself and can be excavated to a target position.

【0005】[0005]

【課題を解決するための手段】上記した目的を達成する
ために、本発明の掘進機は、先端に切削ドリルを、ま
た、後端に被敷設物の索引部を有する非開削掘進機にお
いて、切削ドリルと索引部の間に、少なくとも2箇所、
反力支持部を設けるとともに、これらの反力支持部の間
に長手方向の伸縮機構を介設しているのであり、また、
切削ドリルと索引部の間に、さらに、屈曲機構を介設し
たり、先端部に位置検出用発進器を設けたりしているの
である。
In order to achieve the above-mentioned object, the excavator of the present invention is a non-excavation excavator having a cutting drill at the tip and an index portion of the laid object at the rear end. At least two places between the cutting drill and index part,
A reaction force support portion is provided, and a longitudinal expansion / contraction mechanism is provided between these reaction force support portions.
Further, a bending mechanism is provided between the cutting drill and the index portion, and a position detecting starter is provided at the tip portion.

【0006】[0006]

【作用】上記した構成の本発明掘進機では、先ず、後方
の反力支持部を作用させたのち、伸縮機構を伸長動作さ
せて前半部を押し出し、次に、前方の反力支持部を作用
させたのち、伸縮機構を退入動作させて後半部を索引す
る動作を繰り返すことで自分自身で移動する。
In the excavator of the present invention having the above-described structure, first, the rear reaction force support portion is acted, then the expansion mechanism is extended to push out the front half portion, and then the front reaction force support portion is acted. After that, the retractable mechanism is moved in and out, and the operation of indexing the latter half is repeated to move the robot by itself.

【0007】また、前記移動時、屈曲機構を作動させる
ことにより曲進できる。さらに、位置検出用発進器から
の出力信号によって、掘進機の位置を検出できる。
Further, during the movement, it is possible to move forward by operating a bending mechanism. Further, the position of the excavator can be detected by the output signal from the position detecting starter.

【0008】[0008]

【実施例】以下、本発明の非開削掘進機を添付図面に示
す1実施例に基づいて説明する。図1は本発明非開削掘
進機の全体構成の概略を説明するための図面、図2は反
力支持部の構成の1例を示す図面、図3は屈曲機構の構
成の1例を示す図面、図4は反力支持部の横断面図、図
5は屈曲機構の横断面図、図6は本発明非開削掘進機の
直進方法を順を追って説明する図、図7は本発明非開削
掘進機の曲進方法を順を追って説明する図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A non-digging machine according to the present invention will be described below with reference to an embodiment shown in the accompanying drawings. 1 is a drawing for explaining the outline of the overall configuration of a non-excavation machine according to the present invention, FIG. 2 is a diagram showing an example of the configuration of a reaction force supporting portion, and FIG. 3 is a diagram showing an example of the configuration of a bending mechanism. 4, FIG. 4 is a cross-sectional view of a reaction force support portion, FIG. 5 is a cross-sectional view of a bending mechanism, FIG. 6 is a diagram for sequentially explaining a straight traveling method of a non-excavation machine of the present invention, and FIG. 7 is a non-excavation of the present invention. It is a figure which explains the turn-around method of an excavator in order.

【0009】図面において、1は掘進機の先端部に位置
する掘削部であり、切削ドリル1aと、これを回動させ
る内蔵油圧モータ1bと、位置検出用発振器である内蔵
発振コイル1cとで構成されている。2は掘進機の後端
部に位置する例えばケーブル等の被敷設物の索引部であ
り、これら掘削部1と索引部2との間に適数の中間部が
接続されている。
In the drawings, reference numeral 1 denotes an excavation portion located at the tip of the excavator, which comprises a cutting drill 1a, a built-in hydraulic motor 1b for rotating the cutting drill 1a, and a built-in oscillation coil 1c which is a position detecting oscillator. Has been done. Reference numeral 2 is an index portion of an object to be laid, such as a cable, located at the rear end portion of the excavator, and an appropriate number of intermediate portions are connected between the excavation portion 1 and the index portion 2.

【0010】本実施例では、前記中間部として、先端側
から第1の反力支持部3と、例えばシリンダ装置等の伸
縮機構部4と、第2の反力支持部5の3つをそれぞれ屈
曲機構6を介して接続したものを示している。ところ
で、第1・2の反力支持部3・5は、それぞれ、図4に
示すように、外周側の例えば4等分位置に配置されたア
ウトリガー3a・5aと、図2・4に示すように、これ
らを外殻と適宜の角度を有するように拡開させるシリン
ダ装置3b・5bと、これらシリンダ装置3b・5bに
供給する例えば油圧の制御用電磁弁3c・5cとで構成
されている。
In this embodiment, as the intermediate portion, the first reaction force support portion 3, the expansion / contraction mechanism portion 4 such as a cylinder device, and the second reaction force support portion 5 are respectively provided from the front end side. It shows the one connected through the bending mechanism 6. By the way, as shown in FIG. 4, the first and second reaction force supporting portions 3.5 are respectively outriggers 3a and 5a arranged at, for example, four equal positions on the outer peripheral side, and as shown in FIGS. In addition, it is composed of cylinder devices 3b and 5b for expanding them so as to have an appropriate angle with the outer shell, and for example hydraulic control solenoid valves 3c and 5c which are supplied to these cylinder devices 3b and 5b.

【0011】また、屈曲機構6は、図5に示すように、
外周側の例えば4等分位置に配置されたシリンダ装置6
aと、中心部に設置されたボールジョイント6bと、こ
れらを覆う外殻ベローズ6cとで構成されている。
Further, the bending mechanism 6 is, as shown in FIG.
Cylinder device 6 arranged at, for example, four equal positions on the outer peripheral side
a, a ball joint 6b installed in the center, and an outer shell bellows 6c that covers them.

【0012】本発明の非開削掘進機は、以上説明したよ
うな構成であり、次に直進する場合を図6(a)〜
(f)に基づいて説明する。先ず、土中で第2の反力支
持部5のすべてのシリンダ装置5bのロッドを出動作さ
せてアウトリガー5aを拡開し、掘進反力を持たせる
〔(a)図〕。そして、掘進反力を保持した状態で伸縮
機構部4を伸長動作し、掘削部1を前方に押し出す
〔(b)図〕。
The non-excavation machine according to the present invention is constructed as described above, and the case of going straight next is shown in FIGS.
A description will be given based on (f). First, in the soil, the rods of all the cylinder devices 5b of the second reaction force supporting portion 5 are moved out to expand the outriggers 5a to give a digging reaction force [(a) figure]. Then, the expansion / contraction mechanism section 4 is extended while the excavation reaction force is held, and the excavation section 1 is pushed forward [Fig. (B)].

【0013】掘削部1が前方に押し出されると、シリン
ダ装置5bのロッドを退動作させてアウトリガー5aを
閉じ〔(c)図〕、続いて第1の反力支持部3のすべて
のシリンダ装置3bのロッドを出動作させてアウトリガ
ー3aを拡開し、掘進反力を持たせる〔(d)図〕。そ
して、掘進反力を保持した状態で伸縮機構部4を退入動
作して、索引部2を前方に引き寄せ〔(e)図〕、しか
る後、シリンダ装置3bのロッドを退動作させてアウト
リガー3aを閉じる〔(f)図〕。以上の動作を繰り返
し行うことにより、直進できる。なお、この場合、排土
せず、貫入(圧密)しながら直進するが、場合によって
は(大径となれば)排土する機構を搭載してもよい。
When the excavation part 1 is pushed forward, the rod of the cylinder device 5b is retracted to close the outrigger 5a [Fig. (C)], and then all the cylinder devices 3b of the first reaction force support part 3 are moved. The outrigger 3a is expanded by operating the rod of (1) to give the excavation reaction force [Fig. (D)]. Then, the expansion / contraction mechanism section 4 is retracted while the excavation reaction force is held, and the index section 2 is pulled forward [(e) figure]. Then, the rod of the cylinder device 3b is retracted to move the outrigger 3a. Is closed [Fig. (F)]. It is possible to go straight by repeating the above operation. In this case, the soil is not discharged, but goes straight while penetrating (consolidating), but in some cases (when the diameter is large), a mechanism for discharging the soil may be mounted.

【0014】次に、本発明の非開削掘進機を曲進させる
場合を図7(a)〜(h)に基づいて説明する。先ず、
掘削部1が曲進させたい地点に達すると、土中で第2の
反力支持部5のすべてのシリンダ装置5bのロッドを出
動作させてアウトリガー5aを拡開し、掘進反力を持た
せる〔(a)図〕。
Next, a case where the non-excavation machine according to the present invention is bent forward will be described with reference to FIGS. 7 (a) to 7 (h). First,
When the excavation unit 1 reaches a point where the excavation unit 1 wants to bend, all rods of the cylinder devices 5b of the second reaction force support unit 5 are moved out in the soil to expand the outriggers 5a and provide the excavation reaction force. [Figure (a)].

【0015】そして、曲進させたい方向に掘削部1が向
くように先端側の屈曲機構6における4個のシリンダ装
置6aのうちの所要のシリンダ装置6aのロッドを出動
作し、またはこれに加えてロッドを出動作したシリンダ
装置6aと相対するシリンダ装置6aのロッドを退動作
させながら伸縮機構部4を伸長動作する。これにより、
掘削部1はボールジョイント6b回りに回動しながら前
方に押し出される〔(b)図〕。
Then, the rod of the required cylinder device 6a among the four cylinder devices 6a in the bending mechanism 6 on the tip side is moved out in addition to or in addition to this so that the excavation portion 1 is directed in the direction in which the bending movement is desired. The retractable mechanism section 4 is extended while the rod of the cylinder device 6a facing the cylinder device 6a that has ejected the rod is retracted. This allows
The excavation portion 1 is pushed forward while rotating around the ball joint 6b [Fig. (B)].

【0016】次に、シリンダ装置5bのロッドを退動作
させてアウトリガー5aを閉じ〔(c)図〕、続いて第
1の反力支持部3のすべてのシリンダ装置3bのロッド
を出動作させてアウトリガー3aを拡開し、掘進反力を
持たせる〔(d)図〕。そして、掘進反力を保持した状
態で伸縮機構部4を退入動作して、索引部2を前方に引
き寄せ〔(e)図〕、しかる後、シリンダ装置3bのロ
ッドを退動作させてアウトリガー3aを閉じる〔(f)
図〕。
Next, the rods of the cylinder device 5b are retracted to close the outriggers 5a [(c) figure], and then all the rods of the cylinder devices 3b of the first reaction force supporting portion 3 are moved out. The outrigger 3a is expanded to give a reaction force for excavation [Fig. (D)]. Then, the expansion / contraction mechanism section 4 is retracted while the excavation reaction force is held, and the index section 2 is pulled forward [(e) figure]. Then, the rod of the cylinder device 3b is retracted to move the outrigger 3a. Close [(f)
Figure].

【0017】以上の動作を繰り返し行うなかで、先端側
の屈曲機構6を屈曲させた地点まで次の屈曲機構6が移
動してきたことを内蔵発振コイル1cの出力信号によっ
て確認できた時に、次の屈曲機構6を上記したように作
動させる〔(g)図〕。このような操作を最後部の屈曲
機構6まで繰り返し行うことで曲進できる〔(h)
図〕。なお、この場合も、排土せず、貫入(圧密)しな
がら直進するが、場合によっては排土する機構を搭載し
てもよい。
While repeating the above operation, when it is confirmed by the output signal of the built-in oscillation coil 1c that the next bending mechanism 6 has moved to the point where the bending mechanism 6 on the tip side is bent, The bending mechanism 6 is operated as described above [Fig. (G)]. By repeating such an operation up to the bending mechanism 6 at the rearmost portion, it is possible to move forward [(h)
Figure]. Also in this case, the soil is not discharged, and the vehicle goes straight while penetrating (consolidating), but in some cases, a mechanism for discharging the soil may be mounted.

【0018】以上の操作により掘進機の曲進角度θが所
定の角度に達したことを、内蔵発振コイル1cからの出
力信号によって確認した時点で、各屈曲機構6のシリン
ダ装置6aのロッドを出退動させて順に屈曲から元の向
きに戻す。
When it is confirmed by the output signal from the built-in oscillation coil 1c that the bending angle θ of the excavator has reached a predetermined angle by the above operation, the rod of the cylinder device 6a of each bending mechanism 6 is ejected. Retract and return from the bend to the original direction.

【0019】[0019]

【発明の効果】以上説明したように、本発明の非開削掘
進機は自走式であるので、掘進機が発進立坑より土中に
掘進埋設された後は、発進立坑に元押し推力装置が不要
になり、立坑のスペース・構造は最小限でよくなる。ま
た、掘進機の後端に敷設させる物に軸力を伝える必要が
ないので、可撓性のある材質のものでも敷設できる。さ
らに、掘進機自体が曲進できるので、障害物等を避けた
り、所定の方向への位置修正を行うことができる。
As explained above, since the non-excavation machine of the present invention is of self-propelled type, after the machine is excavated and buried in the soil from the starting shaft, the original thrust device is installed in the starting shaft. It becomes unnecessary, and the space and structure of the vertical shaft is improved to the minimum. Further, since it is not necessary to transmit the axial force to the object to be laid at the rear end of the excavator, a flexible material can be laid. Furthermore, since the excavator itself can move forward, it is possible to avoid obstacles and to correct the position in a predetermined direction.

【0020】なお、本実施例ではアウトリガーをそれぞ
れ4個配置したものを示したが、所要の土圧抵抗が発生
するのであれば2個でもよいことは勿論である。また、
本実施例では屈曲機構6を3個配置したものを示した
が、最低限1個あればよい。但し、本実施例のように配
置することで曲進の場合の曲率半径は小さくなることは
勿論である。
In the present embodiment, four outriggers are arranged, but two outriggers may be arranged as long as the required earth pressure resistance is generated. Also,
In this embodiment, three bending mechanisms 6 are arranged, but at least one bending mechanism 6 is required. However, it goes without saying that the radius of curvature in the case of curving is reduced by arranging as in this embodiment.

【0021】また、本実施例では説明を省略したが、切
削を容易にすること、及び切削面を保持することを目的
として、地山に溶液等を噴射あるいは注入させることを
併用してもよい。さらに、反力支持部や伸縮部におい
て、土砂を巻き込む(噛み込む)ことを防ぐべく、隙間
をなくするために例えば金属、合成樹脂等でカバーして
もよい。
Although not described in this embodiment, spraying or injecting a solution or the like into the natural ground may be used together for the purpose of facilitating cutting and holding the cutting surface. . Further, in the reaction force support portion or the expansion / contraction portion, in order to prevent the soil (sand) from being caught (to be caught), it may be covered with, for example, a metal, a synthetic resin or the like in order to eliminate a gap.

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

【図1】本発明非開削掘進機の全体構成の概略を説明す
るための図面である。
FIG. 1 is a diagram for explaining an outline of an entire configuration of a non-digging machine according to the present invention.

【図2】反力支持部の構成の1例を示す図面である。FIG. 2 is a diagram showing an example of a configuration of a reaction force support portion.

【図3】屈曲機構の構成の1例を示す図面である。FIG. 3 is a drawing showing an example of a configuration of a bending mechanism.

【図4】反力支持部の横断面図である。FIG. 4 is a cross-sectional view of a reaction force support portion.

【図5】屈曲機構の横断面図である。FIG. 5 is a cross-sectional view of a bending mechanism.

【図6】本発明非開削掘進機の直進方法を順を追って説
明する図面である。
FIG. 6 is a view for sequentially explaining a straight-ahead method of the non-excavation machine according to the present invention.

【図7】本発明非開削掘進機の曲進方法を順を追って説
明する図面である。
FIG. 7 is a diagram for sequentially explaining a curving method of the non-digging machine according to the present invention.

【符号の説明】[Explanation of symbols]

1a 切削ドリル 1c 内蔵発振コイル 2 索引部 3 第1の反力支持部 4 伸縮機構部 5 第2の反力支持部 6 屈曲機構 1a Cutting drill 1c Built-in oscillation coil 2 Index part 3 1st reaction force support part 4 Expansion-contraction mechanism part 5 2nd reaction force support part 6 Bending mechanism

フロントページの続き (72)発明者 棚橋 隆司 大阪府大阪市中央区北浜4丁目5番33号 住友金属工業株式会社内 (72)発明者 大住 聰 大阪府大阪市中央区北浜4丁目5番33号 住友金属工業株式会社内Front page continuation (72) Inventor Takashi Tanahashi 4-533 Kitahama, Chuo-ku, Osaka City, Osaka Prefecture Sumitomo Metal Industries, Ltd. (72) Inventor Satoshi Ohsumi 4-53, Kitahama, Chuo-ku, Osaka City, Osaka Prefecture No. Sumitomo Metal Industries, Ltd.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 先端に切削ドリルを、また、後端に被敷
設物の索引部を有する非開削掘進機において、切削ドリ
ルと索引部の間に、少なくとも2箇所、反力支持部を設
けるとともに、これらの反力支持部の間に長手方向の伸
縮機構を介設したことを特徴とする非開削掘進機。
1. A non-excavation machine having a cutting drill at the tip and an index portion of an object to be laid at the rear end, and at least two reaction force supporting portions are provided between the cutting drill and the index portion. A non-excavation machine having a longitudinal expansion / contraction mechanism interposed between these reaction force supporting portions.
【請求項2】 切削ドリルと索引部の間に、さらに、屈
曲機構を介設したことを特徴とする請求項1記載の非開
削掘進機。
2. The non-excavation machine according to claim 1, further comprising a bending mechanism provided between the cutting drill and the index portion.
【請求項3】 先端部に位置検出用発進器を設けたこと
を特徴とする請求項1又は2記載の非開削掘進機。
3. The non-digging excavator according to claim 1, wherein a starter for position detection is provided at the tip portion.
JP3935593A 1993-02-02 1993-02-02 Non-drive excavator Pending JPH06229191A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3935593A JPH06229191A (en) 1993-02-02 1993-02-02 Non-drive excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3935593A JPH06229191A (en) 1993-02-02 1993-02-02 Non-drive excavator

Publications (1)

Publication Number Publication Date
JPH06229191A true JPH06229191A (en) 1994-08-16

Family

ID=12550771

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3935593A Pending JPH06229191A (en) 1993-02-02 1993-02-02 Non-drive excavator

Country Status (1)

Country Link
JP (1) JPH06229191A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1991000880A1 (en) * 1989-07-07 1991-01-24 Daikin Industries, Ltd. Fluorinated copolymer and method of producing the same
JP2007303076A (en) * 2006-05-08 2007-11-22 Mcl Corporation:Kk Small-bore pipe excavating apparatus and excavating system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1991000880A1 (en) * 1989-07-07 1991-01-24 Daikin Industries, Ltd. Fluorinated copolymer and method of producing the same
JP2007303076A (en) * 2006-05-08 2007-11-22 Mcl Corporation:Kk Small-bore pipe excavating apparatus and excavating system
JP4611241B2 (en) * 2006-05-08 2011-01-12 株式会社エム・シー・エル・コーポレーション Small diameter pipe drilling equipment and drilling system

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