JPS61225424A - Trencher - Google Patents

Trencher

Info

Publication number
JPS61225424A
JPS61225424A JP6431485A JP6431485A JPS61225424A JP S61225424 A JPS61225424 A JP S61225424A JP 6431485 A JP6431485 A JP 6431485A JP 6431485 A JP6431485 A JP 6431485A JP S61225424 A JPS61225424 A JP S61225424A
Authority
JP
Japan
Prior art keywords
cutter
drum
ring cutter
drive source
ring
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP6431485A
Other languages
Japanese (ja)
Other versions
JPH0324928B2 (en
Inventor
Tsutomu Terajima
寺嶋 力
Hiroyuki Kawasaki
川崎 博行
Tadao Takahashi
忠夫 高橋
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.)
Tone Boring Co Ltd
Original Assignee
Tone Boring 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 Tone Boring Co Ltd filed Critical Tone Boring Co Ltd
Priority to JP6431485A priority Critical patent/JPS61225424A/en
Priority to US06/837,202 priority patent/US4718504A/en
Priority to CN86102188.6A priority patent/CN1005639B/en
Priority to IT8653136U priority patent/IT8653136V0/en
Priority to IT67209/86A priority patent/IT1189612B/en
Priority to GB08606321A priority patent/GB2174437B/en
Priority to FR8603695A priority patent/FR2578876B1/en
Priority to DE3608657A priority patent/DE3608657C2/en
Publication of JPS61225424A publication Critical patent/JPS61225424A/en
Publication of JPH0324928B2 publication Critical patent/JPH0324928B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00Drives for drilling, used in the borehole
    • E21B4/16Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/18Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
    • E02F3/20Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels with tools that only loosen the material, i.e. mill-type wheels
    • E02F3/205Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels with tools that only loosen the material, i.e. mill-type wheels with a pair of digging wheels, e.g. slotting machines
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/001Drilling a non circular hole

Abstract

PURPOSE:To prevent the occurrence of unexcavated portion by a method in which an upwardly eccentric ring cuter is provided between paired drum cutters set on the horizontal rotary shaft, and rotation force from a rotary drive source is transmitted to the drum cutters and the ring cutter. CONSTITUTION:Rotation force of a rotary drive source 16 serves to turn a ring cutter 26 through a decelerating gear group 30, a horizontal rotary shaft 32, and a gear 34. By the rotation force of the drive source 16, drum cutters 22 are turned to the opposite direction of the ring cutter 26 through a decelerating gear group 38, a horizontal rotary shaft 40, gears 42 and 46, a horizontal rotary shaft 44, and gears 48 and 50. Since a rectangular pit is excavated under the ground by the excavator, an underground continuous wall having necessary strength can be formed without leaving unexcavating portion.

Description

【発明の詳細な説明】 〔発明の利用分野〕 本発明は溝孔掘削機に係り、特に地中連続壁に適した矩
形断面状溝孔を形成する掘削機に関する〔発明の背景〕 地中連続壁は、ケーソンに代わる地下構築物、高層ビル
等の剛体基礎、塔状建物の基礎、地下タンク壁等の用途
で形成される。このような地中連続壁は、先ず溝孔掘削
機を用いて地中に壁状の溝を掘る。次に掘削された溝の
中に鉄筋を建て込み、地上よりコンクリートを打設して
1エレメントの壁を形成し、このようなエレメントを繋
ぎ合わせて全体として連続した壁体を地中に形成するも
のである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Application of the Invention] The present invention relates to a trench excavator, and more particularly to an excavator for forming a trench with a rectangular cross-section suitable for underground walls. [Background of the Invention] Walls are formed for purposes such as underground structures in place of caissons, rigid foundations for high-rise buildings, foundations for tower-like buildings, underground tank walls, and the like. To create such an underground continuous wall, first, a wall-shaped trench is dug underground using a trench excavator. Next, reinforcing bars are placed in the excavated trench, concrete is poured from the ground to form a wall of one element, and these elements are connected to form a continuous wall underground as a whole. It is something.

このような地中連続壁に適した溝孔掘削機として従来か
ら種々の溝孔掘削機が提案されている。
Various trench drilling machines have been proposed in the past as trench drilling machines suitable for such underground continuous walls.

例えば複数本の垂直軸を並列配置し、この垂直軸の下端
部に互い違いにビットをオーバラップさせて配置し、こ
れにより溝孔を掘削する掘削機が提案されている。しか
しながらこのような垂直回転軸を持つ溝孔掘削機に於い
ては、ビットが水平面で回転する為溝孔の両端部が円弧
状に形成される不具合がある。更にロッキングパイプを
使わない場合の地中連続壁工法ではコンクリート打設後
既設のコンクリート基礎の端面を掘削しながら隣接する
溝孔を掘削するが、ビットが水平面で回転する為、掘削
機本体が振れ、所定の形状並びに位置に溝孔を掘削でき
ない不具合がある。
For example, an excavator has been proposed in which a plurality of vertical shafts are arranged in parallel and bits are arranged alternately and overlappingly at the lower ends of the vertical shafts, thereby excavating a trench hole. However, in such a trench drilling machine having a vertical rotation axis, since the bit rotates in a horizontal plane, there is a problem that both ends of the trench are formed in an arc shape. Furthermore, in the underground continuous wall construction method that does not use a rocking pipe, after concrete is poured, the end face of the existing concrete foundation is excavated while an adjacent trench is excavated, but since the bit rotates in a horizontal plane, the excavator itself may shake. However, there is a problem in that it is not possible to excavate a groove hole in a predetermined shape and position.

このような垂直回転軸を持つ溝孔掘削機に於いては、矩
形断面の溝孔ができない為、水平回転軸の両端にカンタ
を取付けた溝孔掘削機が提案されている。例えば、実公
昭50−2242号公報、特公昭56−4692号公報
等の掘削機がこれに該当する。しかしながらこれら公報
に掲載されている溝孔掘削機は、水平回転軸の両端に設
けられたドラムカッタ間の間隙骨が未切削部となり掘り
残し部分が出来て掘削時の抵抗になる上に、リバース吸
込口がドラムカッタの上部に存在する構造になるので、
排土が悪くスライムが孔底に残る不具合がある。これは
水平回転軸の支持体の両側にドラムカッタを配設するの
で水平回転軸を回転させる為にはこれを回転させる為の
動力伝達手段を中心部に配設しなければならず、この支
持体とドラムカッタとの干渉を防ぐ為には最小限支持体
のスペース分だけは両側のドラムカッタを互いに離す必
要があるからである。堀り残し部を少なくするためにカ
ッタ間の間隔を狭くしようとすれば、動力伝達手段の為
のスペースが狭くなり、充分な動力伝達が行われず、ま
た支持体の強度が低下する。逆に充分な動力伝達を行お
うとすれば、それに見合うスペース分だけの間隙をカッ
タ間に設けなければならず、掘残し部分が大きく残る不
具合がある。このような掘残し部分は、溝孔掘削作業自
体が円滑に実施できない上にリバース吸込口がドラムカ
ッタの上部に位置しているので排土能率が悪く、掘り残
し部分が残って溝孔底面にスライムが残留して、地中連
続壁自体の強度上の問題も生じてくるようになる。
Since a trench excavator having such a vertical rotation shaft cannot produce a trench with a rectangular cross section, a trench excavator with counters attached to both ends of a horizontal rotation shaft has been proposed. For example, excavators such as those disclosed in Japanese Utility Model Publication No. 50-2242 and Japanese Patent Publication No. 56-4692 fall under this category. However, in the trench hole excavators described in these publications, the bone in the gap between the drum cutters provided at both ends of the horizontal rotating shaft becomes an uncut part, creating an uncut part that creates resistance during excavation, and also requires reverse rotation. Since the suction port is located at the top of the drum cutter,
There is a problem with soil removal being poor and slime remaining at the bottom of the hole. Since the drum cutters are placed on both sides of the support for the horizontal rotating shaft, in order to rotate the horizontal rotating shaft, a power transmission means must be placed in the center to rotate the horizontal rotating shaft. This is because in order to prevent interference between the body and the drum cutter, it is necessary to separate the drum cutters on both sides by at least the space of the support body. If an attempt is made to narrow the gap between the cutters in order to reduce the amount of unexcavation, the space for the power transmission means will be narrowed, insufficient power transmission will occur, and the strength of the support will be reduced. On the other hand, if sufficient power transmission is to be achieved, a gap corresponding to the space must be provided between the cutters, resulting in a large uncut portion. This kind of unexcavated area makes it difficult to carry out the trench excavation work itself, and since the reverse suction port is located at the top of the drum cutter, soil removal efficiency is poor, and the unexcavated part remains on the bottom of the trench. Slime remains and problems arise in terms of the strength of the diaphragm wall itself.

〔発明の目的〕[Purpose of the invention]

本発明は、このような事情に鑑みてなされたもので、掘
残し部分が残らず必要な強度を持つ地中連続壁を形成で
きる溝孔掘削機を提案することを目的としている。
The present invention has been made in view of the above circumstances, and it is an object of the present invention to propose a trench hole excavator that can form an underground continuous wall with the necessary strength without leaving any unexcavated portions.

〔発明の概要〕[Summary of the invention]

本発明は、前記目的を達成する為に、吊下げ可能な装置
本体と、装置本体に搭載される駆動源と装置本体下部に
所定の間隔を保って同軸配置されると共に水平方向の回
転軸芯を持つ一対のドラムカッタと、一対のドラムカッ
タ間に配置されドラムカッタの回転軸芯に対して上方に
偏芯配置されたリングカッタと、リングカッタ内の空間
を通って回転駆動源からの動力をリングカッタ並びにド
ラムカッタに伝える動力伝達機構と、を有し、前記一対
のドラムカッタ並びに該一対のドラムカッタ間に配置さ
れるリングカッタから成るユニットは装置本体下部に複
数並列配置されることを特徴としている。
In order to achieve the above object, the present invention has a device main body that can be hung, a drive source mounted on the device main body, a drive source mounted on the device main body, and a drive source mounted on the device main body that are coaxially arranged at a predetermined distance at the bottom of the device main body, and that have a rotation axis in a horizontal direction. A pair of drum cutters with a ring cutter, a ring cutter placed between the pair of drum cutters and eccentrically arranged upward relative to the rotational axis of the drum cutter, and power from a rotational drive source passing through the space inside the ring cutter. a power transmission mechanism for transmitting the power to the ring cutter and the drum cutter, and a plurality of units including the pair of drum cutters and the ring cutter arranged between the pair of drum cutters are arranged in parallel at the lower part of the apparatus main body. It is a feature.

〔発明の実施例〕[Embodiments of the invention]

以下添付図面に従って本発明に係る溝孔掘削機の好まし
い実施例を詳説する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the trench drilling machine according to the present invention will be described in detail below with reference to the accompanying drawings.

第1図に於いて掘削装置本体10はロープ12.12を
介して地上から吊下げ可能なように構成されている。掘
削装置本体10の正面並びに側面には複数のガイド14
.14、・・・・・・が上下方向に設けられている。更
に掘削装置本体10には電動機、或いは油圧モータ等の
回転駆動源16が搭載されている。
In FIG. 1, the excavator main body 10 is constructed so that it can be suspended from the ground via ropes 12, 12. A plurality of guides 14 are provided on the front and side surfaces of the drilling equipment main body 10.
.. 14, . . . are provided in the vertical direction. Further, the excavation device main body 10 is equipped with a rotational drive source 16 such as an electric motor or a hydraulic motor.

掘削装置本体10の下部には一対のドラム状のカッタ(
以下ドラムカッタと称する)22.22が所定間隔で配
置され、ドラムカッタ22.22間にはリング状のカッ
タ(以下リングカッタと称する)26が配置されている
。第2図に示すようにドラムカッタ22.22は水平回
転輪28に取付けられ、又リングカッタ26はドラムカ
ッタ22と略同径に構成されると共にその軸芯が水平回
転軸28の上方となるように配置されている。従ってリ
ングカッタ26のドラムカッタ22から上方に飛び出し
た部分には空間部が形成され、この空間部を利用してリ
ングカッタ26並びにドラムカッタ22に回転駆動源1
6からの回転力が伝達される。
A pair of drum-shaped cutters (
22, 22 (hereinafter referred to as drum cutters) are arranged at predetermined intervals, and a ring-shaped cutter (hereinafter referred to as ring cutter) 26 is arranged between the drum cutters 22, 22. As shown in FIG. 2, the drum cutter 22.22 is attached to a horizontal rotating wheel 28, and the ring cutter 26 has approximately the same diameter as the drum cutter 22, and its axis is above the horizontal rotating shaft 28. It is arranged like this. Therefore, a space is formed in the portion of the ring cutter 26 that protrudes upward from the drum cutter 22, and this space is used to drive the ring cutter 26 and the drum cutter 22 from the rotational drive source 1.
The rotational force from 6 is transmitted.

次に回転駆動源16からの動力をドラムカッタ22並び
にリングカッタ26に伝達する動力伝達機構について説
明する。先ず回転駆動源16からの回転力は減速ギア群
30を介して水平回転軸32が回転される。この水平回
転軸32は第2図に示すようにリングカッタ26の上方
に形成される空間部からリングカッタ26内に位置し、
水平回転軸32に設けられたギア34はリングカッタ2
6の内周面に形成された内歯ギア36と噛み合っている
。従って回転駆動源16の回転力は減速ギア群30、水
平回転軸32、ギア34を介してリングカッタ26を回
転させることができる。
Next, a power transmission mechanism for transmitting power from the rotational drive source 16 to the drum cutter 22 and the ring cutter 26 will be explained. First, the rotational force from the rotational drive source 16 rotates the horizontal rotation shaft 32 via the reduction gear group 30. This horizontal rotation shaft 32 is located within the ring cutter 26 from a space formed above the ring cutter 26, as shown in FIG.
A gear 34 provided on the horizontal rotating shaft 32 is connected to the ring cutter 2.
It meshes with an internal gear 36 formed on the inner circumferential surface of 6. Therefore, the rotational force of the rotational drive source 16 can rotate the ring cutter 26 via the reduction gear group 30, the horizontal rotation shaft 32, and the gear 34.

又回転駆動源16の回転力は減速ギア群38を介して水
平回転軸32と同心に配置された水平回転軸40が回転
される。水平回転軸40はリングカッタ26の上方空間
部からリングカッタ26内に位置し、水平回転輪40の
左端部にはギア42が形成されている。このギア42は
リングカッタ26に軸支された水平回転軸44のギア4
6に噛み合い、これにより水平回転軸44が回転させら
れることになる。水平回転軸44にはギア48が設けら
れており、このギア48はドラムカッタ22の水平回転
輪28に固着されたギア50と噛み合っている。従って
回転駆動源16からの動力は減速ギア群38、水平回転
軸40、ギア42.46、水平回転軸44、ギア48、
ギア50を介してドラムカッタ22に伝達されるように
なる。
Further, the rotational force of the rotational drive source 16 rotates a horizontal rotation shaft 40 disposed concentrically with the horizontal rotation shaft 32 via a reduction gear group 38 . The horizontal rotating shaft 40 is located within the ring cutter 26 from the space above the ring cutter 26, and a gear 42 is formed at the left end of the horizontal rotating wheel 40. This gear 42 is a gear 4 of a horizontal rotating shaft 44 that is pivotally supported by the ring cutter 26.
6, thereby causing the horizontal rotation shaft 44 to rotate. A gear 48 is provided on the horizontal rotating shaft 44, and this gear 48 meshes with a gear 50 fixed to the horizontal rotating ring 28 of the drum cutter 22. Therefore, the power from the rotational drive source 16 is transmitted to the reduction gear group 38, the horizontal rotation shaft 40, the gear 42, 46, the horizontal rotation shaft 44, the gear 48,
The signal is transmitted to the drum cutter 22 via the gear 50.

このように動力伝達される一対のドラムカッタ22.2
2並びに該ドラムカッタ22.22間に配設されるリン
グカッタ26は第1図に示すように2ユニット並列配置
される。
A pair of drum cutters 22.2 to which power is transmitted in this way
2 and the ring cutter 26 disposed between the drum cutters 22 and 22 are arranged in two units in parallel as shown in FIG.

また第3図に示すようにリングカッタ26をドラムカッ
タ22より若干小径に形成し、上方のみならず側方にも
偏芯して配置してもよい。このように構成して2ユニッ
ト並列配置すると、第3図に示すようにユニットの対向
面に間隙が形成され、この間隙にはビット62を配置す
ることができ、このビット62はリバース軸63の下端
部に設けられる。リバース軸63は前記した回転駆動源
16とドラムカッタ22とを連結するギア伝達手段から
分岐した図示しないギア伝達手段を介してビット62を
回転させることができる。ドラムカッタ22、リングカ
ッタ26、ビット62による掘削スライムはリバース軸
63の内部を通って地上に排出される。リバース軸63
の回転駆動源は回転駆動源16を利用してもよいし、専
用の回転駆動源を設けるようにしてもよい。
Further, as shown in FIG. 3, the ring cutter 26 may be formed to have a slightly smaller diameter than the drum cutter 22, and may be arranged eccentrically not only upwardly but also laterally. When two units configured in this way are arranged in parallel, a gap is formed between the opposing surfaces of the units as shown in FIG. Provided at the lower end. The reverse shaft 63 can rotate the bit 62 via a gear transmission means (not shown) that is branched from the gear transmission means that connects the rotational drive source 16 and the drum cutter 22 . Slime excavated by the drum cutter 22, ring cutter 26, and bit 62 passes through the inside of the reverse shaft 63 and is discharged to the ground. Reverse shaft 63
As the rotational drive source, the rotational drive source 16 may be used, or a dedicated rotational drive source may be provided.

前記の如く構成された本発明に係る溝孔掘削機の実施例
の作用は次の通りである。先ず回転駆動源16からの回
転力は前記したギア伝達手段を介してドラムカッタ22
、リングカッタ26に伝達される。この場合第1図に示
すように左右のユニットのドラムカッタ22並びにリン
グカッタ26は互いに回転方向が逆方向になるように回
転させられ、掘削反動トルクを互いに打消すように構成
されている。このような状態で掘削機本体10が下方に
降下されると、地中には矩形状の掘削孔が形成されるよ
うになる。第4図では本発明に係る溝孔掘削機を用いて
掘削した掘削孔の概略形状が示されている。第4図に示
すように掘削孔64の側面66はドラムカッタ22並び
にリングカッタ26が略同−径で形成されている為、平
滑状に形成される。又掘削孔64の中央部に形成される
掘り残し部70は第3図に示す実施例ではビ・zトロ2
が配置されている為、このビット62により掘削され、
リバース軸63を通ってスライムは地上に排出されるこ
とになる。
The operation of the embodiment of the trench excavator according to the present invention constructed as described above is as follows. First, the rotational force from the rotational drive source 16 is transmitted to the drum cutter 22 via the gear transmission means described above.
, are transmitted to the ring cutter 26. In this case, as shown in FIG. 1, the drum cutter 22 and the ring cutter 26 of the left and right units are rotated so that their rotational directions are opposite to each other, so that the excavation reaction torques are mutually canceled out. When the excavator main body 10 is lowered in this state, a rectangular excavation hole is formed underground. FIG. 4 shows the general shape of a borehole excavated using the trench excavator according to the present invention. As shown in FIG. 4, the side surface 66 of the excavated hole 64 is formed in a smooth shape because the drum cutter 22 and the ring cutter 26 are formed to have substantially the same diameter. In addition, the unexcavated portion 70 formed in the center of the excavated hole 64 is
is placed, so it is excavated by this bit 62,
The slime will be discharged to the ground through the reverse shaft 63.

前記第3図に示す実施例では、ユニット間に1本のビッ
ト62を設けたのであるが、ビット62を2本設け、回
転方向を互いに逆方部にしてビット62の掘削反動トル
クを相殺するようにしてもよい。
In the embodiment shown in FIG. 3, one bit 62 is provided between the units, but two bits 62 are provided and the rotation directions are opposite to each other to cancel out the excavation reaction torque of the bit 62. You can do it like this.

第5図に示す実施例では、別の動力伝達機構が示されて
いる。第5図の実施例では第2図に示す実施例と同一の
部材若しくは類似の部材には同一の符号を付し、その説
明は省略する。第5図に示す実施例では、リングカッタ
26を回転駆動するギア34によりドラムカッタ22を
回転させる。
In the embodiment shown in FIG. 5, an alternative power transmission mechanism is shown. In the embodiment shown in FIG. 5, the same or similar members as those in the embodiment shown in FIG. 2 are given the same reference numerals, and their explanations will be omitted. In the embodiment shown in FIG. 5, the drum cutter 22 is rotated by a gear 34 that rotationally drives the ring cutter 26. In the embodiment shown in FIG.

即ち、ギア34は水平回転軸44のギア46と噛み合い
、水平回転軸44のギア48は水平回転軸28のギア5
0と噛み合っており、これによりドラムカンタ22.2
2を回転させることができる〔発明の効果〕 以上説明したように本発明に係る溝孔掘削機によれば、
カッタが水平回転軸に設けられている為、矩形状の溝孔
が形成でき、更に既設コンクリートの端面も容易に、掘
削することができる。又本発明に係る溝孔掘削機は水平
回転軸に所定間隔で一対のドラムカッタを配置すると共
にドラムカッタ間に上方に偏心させたリングカッタを配
置し、このリングカッタ内の空間を利用して回転駆動源
からの回転力をドラムカッタとリングカッタに伝達する
と共に、ドラムカッタの間はリングカッタにより掘削す
ることにしたので、従来生じていた掘残し部分が生じる
ようなことはない。
That is, the gear 34 meshes with the gear 46 of the horizontal rotation shaft 44, and the gear 48 of the horizontal rotation shaft 44 meshes with the gear 5 of the horizontal rotation shaft 28.
0, and this causes the drum canter 22.2
[Effects of the Invention] As explained above, according to the trench drilling machine according to the present invention,
Since the cutter is installed on the horizontal rotating shaft, rectangular slots can be formed, and the end face of existing concrete can also be easily excavated. Further, the trench excavator according to the present invention has a pair of drum cutters arranged at a predetermined interval on a horizontal rotating shaft, and a ring cutter eccentrically arranged upward is arranged between the drum cutters, and the space inside the ring cutter is used to make use of the space inside the ring cutter. Since the rotational force from the rotational drive source is transmitted to the drum cutter and the ring cutter, and the ring cutter is used to excavate between the drum cutters, there will be no unexcavated portion, which conventionally occurs.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明に係る溝孔掘削機の実施例を示す正面図
、第2図は第1図で示した実施例の断面図、第3図は本
発明に係る溝孔掘削機のリングカッタの別の配置例を示
す正面図、第4図は本発明に係る溝孔掘削機を用いて掘
削した掘削孔の形状を示す説明図、第5図は本発明に係
わる溝孔掘削機の別の動力伝達機構を示す断面図である
。 10・・・掘削装置本体、 12・・・ローブ、 16
・・・回転駆動源、 22・・・ドラムカッタ、 26
・・・リングカッタ、  28・・・リングカッタの水
平回転軸、 32・・・水平回転軸、 34・・・ギア
、 36・・・内歯ギア、 62・・・ビット、 64
・・・掘削孔。
FIG. 1 is a front view showing an embodiment of a trench drilling machine according to the present invention, FIG. 2 is a sectional view of the embodiment shown in FIG. 1, and FIG. 3 is a ring of a trench drilling machine according to the present invention. FIG. 4 is an explanatory diagram showing the shape of a hole excavated using the trench hole excavator according to the present invention, and FIG. 5 is a front view showing another arrangement example of the cutter. FIG. 7 is a sectional view showing another power transmission mechanism. 10... Drilling equipment main body, 12... Lobe, 16
...Rotary drive source, 22...Drum cutter, 26
...Ring cutter, 28...Horizontal rotation axis of ring cutter, 32...Horizontal rotation axis, 34...Gear, 36...Internal tooth gear, 62...Bit, 64
...Drilling hole.

Claims (2)

【特許請求の範囲】[Claims] (1)吊下げ可能な装置本体と、 装置本体に搭載される駆動源と、 装置本体下部に所定の間隔を保って同軸配置されると共
に水平方向の回転軸芯を持つ一対のドラムカッタと、 一対のドラムカッタ間に配置されドラムカッタの回転軸
芯に対して上方に偏芯配置されたリングカッタと、 リングカッタ内の空間を通って回転駆動源からの動力を
リングカッタ並びにドラムカッタに伝える動力伝達機構
と、を有し、 前記一対のドラムカッタ並びに該一対のドラムカッタ間
に配置されるリングカッタから成るユニットは装置本体
下部に複数並列配置されることを特徴とする溝孔掘削機
(1) A device main body that can be hung, a drive source mounted on the device main body, a pair of drum cutters that are coaxially arranged at a predetermined distance at the bottom of the device main body and have a horizontal rotation axis, A ring cutter is placed between a pair of drum cutters and eccentrically placed above the rotational axis of the drum cutter, and the power from the rotational drive source is transmitted to the ring cutter and drum cutter through the space inside the ring cutter. A trench drilling machine, comprising: a power transmission mechanism, wherein a plurality of units including the pair of drum cutters and a ring cutter arranged between the pair of drum cutters are arranged in parallel at the lower part of the apparatus main body.
(2)前記ユニット間に形成される間隙にはビットを備
えたリバース軸が配置されることを特徴とする特許請求
の範囲第1項の溝孔掘削機。
(2) The trench drilling machine according to claim 1, wherein a reverse shaft equipped with a bit is disposed in the gap formed between the units.
JP6431485A 1985-03-15 1985-03-28 Trencher Granted JPS61225424A (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
JP6431485A JPS61225424A (en) 1985-03-28 1985-03-28 Trencher
US06/837,202 US4718504A (en) 1985-03-15 1986-03-10 Trench excavator
CN86102188.6A CN1005639B (en) 1985-03-15 1986-03-12 Trench excavator
IT8653136U IT8653136V0 (en) 1985-03-15 1986-03-14 EXCAVATOR FOR FOSSATI
IT67209/86A IT1189612B (en) 1985-03-15 1986-03-14 EXCAVATOR FOR FOSSATI
GB08606321A GB2174437B (en) 1985-03-15 1986-03-14 Trench excavator
FR8603695A FR2578876B1 (en) 1985-03-15 1986-03-14 TRENCH EXCAVATOR
DE3608657A DE3608657C2 (en) 1985-03-15 1986-03-14 Shaft milling machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6431485A JPS61225424A (en) 1985-03-28 1985-03-28 Trencher

Publications (2)

Publication Number Publication Date
JPS61225424A true JPS61225424A (en) 1986-10-07
JPH0324928B2 JPH0324928B2 (en) 1991-04-04

Family

ID=13254648

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6431485A Granted JPS61225424A (en) 1985-03-15 1985-03-28 Trencher

Country Status (1)

Country Link
JP (1) JPS61225424A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0247426A (en) * 1988-08-08 1990-02-16 Tone Boring Co Groove slot excavator
JP2001220725A (en) * 2000-02-08 2001-08-17 Toa Harbor Works Co Ltd Attachment of underwater back hoe for sea weed removal and measure to shore-burning
CN103015476A (en) * 2012-12-03 2013-04-03 张永忠 Four-wheel drive eccentric wall-building machine

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0247426A (en) * 1988-08-08 1990-02-16 Tone Boring Co Groove slot excavator
JPH0454006B2 (en) * 1988-08-08 1992-08-28 Tone Kk
JP2001220725A (en) * 2000-02-08 2001-08-17 Toa Harbor Works Co Ltd Attachment of underwater back hoe for sea weed removal and measure to shore-burning
JP4526637B2 (en) * 2000-02-08 2010-08-18 東亜建設工業株式会社 Attachment of underwater backhoe for seagrass removal and burning
CN103015476A (en) * 2012-12-03 2013-04-03 张永忠 Four-wheel drive eccentric wall-building machine

Also Published As

Publication number Publication date
JPH0324928B2 (en) 1991-04-04

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