JPH0696853B2 - Ditch rig - Google Patents

Ditch rig

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Publication number
JPH0696853B2
JPH0696853B2 JP21941491A JP21941491A JPH0696853B2 JP H0696853 B2 JPH0696853 B2 JP H0696853B2 JP 21941491 A JP21941491 A JP 21941491A JP 21941491 A JP21941491 A JP 21941491A JP H0696853 B2 JPH0696853 B2 JP H0696853B2
Authority
JP
Japan
Prior art keywords
groove
excavating
excavator
fixed
blade
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP21941491A
Other languages
Japanese (ja)
Other versions
JPH04347211A (en
Inventor
謙次 津田
辰雄 諸岡
Original Assignee
株式会社ランデック
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 株式会社ランデック filed Critical 株式会社ランデック
Priority to JP21941491A priority Critical patent/JPH0696853B2/en
Publication of JPH04347211A publication Critical patent/JPH04347211A/en
Publication of JPH0696853B2 publication Critical patent/JPH0696853B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

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、比較的堅い地盤に遮水
用の深い溝を掘削する溝掘削装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a trench excavating device for excavating a deep trench for water shielding in a relatively hard ground.

【0002】[0002]

【発明の課題】地中に壁状の深い溝を掘削し、この溝内
にコンクリート等の壁構成材料を填充するか或は合成樹
脂製の遮水膜材を吊り下ろして、地中壁を構築すること
は従来周知であるが、この従来例における溝の造成は、
その殆どが、地上に据え付けた掘削機本体から地中に鉛
直に延びる掘削具でなされているため、1回当たりの掘
削溝長は比較的短くて溝巾は比較的広いことが多く、長
くてしかも巾の狭い溝を造成することは難しかった。
A wall-shaped deep groove is excavated in the ground, and a wall constituent material such as concrete is filled in the groove or a water impermeable membrane material made of a synthetic resin is hung to open the underground wall. Construction is well known in the art, but the creation of the groove in this conventional example is
Most of them are excavating tools that extend vertically into the ground from the excavator body installed on the ground, so the excavation groove length per operation is relatively short, and the groove width is often relatively wide, long. Moreover, it was difficult to create a narrow groove.

【0003】ところで、複数の土砂切削具を取り付けた
紐状の引張材を1対の吊枠間において水平に動かして長
くてしかも巾の深い溝を造成することは公知であるが
(特公昭59−20820号公報参照)、この公知例に
おける掘削具はどちらかといえば比較的柔らかい地盤の
掘削に適しており、比較的堅い地盤の掘削には不向きで
ある。
By the way, it is known that a string-like tension member having a plurality of earth and sand cutting tools attached thereto is horizontally moved between a pair of suspension frames to form a long and deep groove (Japanese Patent Publication No. S59-59). No. 20820), the excavator according to this known example is rather suitable for excavating relatively soft ground, and is not suitable for excavating relatively hard ground.

【0004】[0004]

【発明の目的】本発明は前記実情に鑑みてなされたもの
であって、その目的は、比較的堅い地盤において長くて
しかも巾の狭い溝を造成するのに好適な溝掘削装置を提
供することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and an object thereof is to provide a groove excavating apparatus suitable for forming a long groove having a narrow width on a relatively hard ground. It is in.

【0005】[0005]

【発明の構成】本発明の第1の溝掘削装置の構成上の特
徴は、1対の筒状枠体と、これら筒状枠体間に架設され
た案内桁と、この案内桁に案内されて水平方向に強制往
復動される掘削具とを具備し、該掘削具の本体は剛性に
富む板状体から成り、その下端縁に沿って多数の固定掘
削刃が取り付けられている点にあり、本発明の第2の溝
掘削装置の構成上の特徴は、1対の筒状枠体と、これら
筒状枠体間に架設された案内桁と、この案内桁に案内さ
れて水平方向に強制往復動される掘削具とを具備し、該
掘削具の本体は剛性に富む板状体から成り、その下方部
には長さ方向に延びる下向きの溝部が形成され、この溝
部の両側壁の下端縁に沿って多数の固定掘削刃が設けら
れ、また、前記溝部にはその長さ方向に適宜間隔で刃先
が前記固定掘削刃の刃先より下方に突出して回転する複
数の自動円形カツターが取り付けられている点にある。
そして、前記第2の溝掘削装置の好ましい実施例として
は、掘削具の本体の溝部の自動円形カツター取付け部を
除く部分に多数の第2固定掘削刃が設けられ、この第2
固定掘削刃の刃先は掘削具の本体の下側縁の固定掘削刃
の刃先と自動円形カツターの下方突出刃先との中間に位
置しているもの、溝部の自動円形カツターが幅方向に複
数個に分割されているもの、溝部の両側壁の外側にも自
動円形カツターが設けられているものがある。
DETAILED DESCRIPTION OF THE INVENTION The first structural feature of the trench excavation device of the present invention is a pair of cylindrical frame members, a guide girder installed between the cylindrical frame members, and a guide girder guided by the guide girder. And a drilling tool that is forcibly reciprocated horizontally in a horizontal direction. The body of the drilling tool is made of a highly rigid plate-like body, and a large number of fixed drilling blades are attached along the lower end edge thereof. The structural feature of the second trench excavation device of the present invention is that a pair of cylindrical frame bodies, a guide girder installed between the cylindrical frame bodies, and a horizontal direction guided by the guide girders. The excavator is forcibly reciprocated, and the main body of the excavator is made of a highly rigid plate-like member, and a downward groove extending in the lengthwise direction is formed in the lower part of the excavator, and both side walls of the groove are formed. A large number of fixed excavating blades are provided along the lower edge, and the fixed excavating blades are provided with cutting edges at appropriate intervals in the length direction of the groove portion. In that a plurality of automatic circular cutter which rotates protrudes from the lower edge are attached.
Further, as a preferred embodiment of the second groove excavating device, a large number of second fixed excavating blades are provided in a portion of the groove portion of the body of the excavating tool excluding the automatic circular cutter attachment portion.
The cutting edge of the fixed excavating blade is located between the cutting edge of the fixed excavating blade on the lower edge of the body of the excavator and the downward projecting cutting edge of the automatic circular cutter. Some are divided and some are provided with automatic circular cutters on the outside of both side walls of the groove.

【0006】本発明の溝掘削装置の基本的な特徴は、剛
性に富む板状体から成る本体の下端縁に沿って多数の固
定掘削刃が取り付けられている掘削具を具備し、この掘
削具が鋸のように水平方向に往復動して地盤を掘削する
ようになっている点にあり、本発明の溝掘削装置によれ
ば比較的堅い地盤においても長くてしかも巾の狭い溝を
確実にかつ能率良く掘削することができる。
A basic feature of the groove excavator of the present invention is that the excavator has a large number of fixed excavating blades mounted along the lower edge of a main body made of a highly rigid plate. Is to reciprocate horizontally to excavate the ground like a saw, and according to the groove excavator of the present invention, it is possible to reliably form a long and narrow groove even on a relatively hard ground. And it can excavate efficiently.

【0007】[0007]

【実施例の説明】本発明の第1の溝掘削装置の説明図で
ある図1〜図5において、1は筒状枠体、2は1対の筒
状枠体1,1間に架設された案内桁、3は案内桁2に案
内されて水平方向に強制往復動される掘削具を示してい
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS In FIGS. 1 to 5 which are explanatory views of a first trench excavation device of the present invention, 1 is a cylindrical frame body, 2 is a bridge between a pair of cylindrical frame bodies 1 and 1. The guide girders 3 and 3 represent the excavator guided by the guide girder 2 and forcibly reciprocated in the horizontal direction.

【0008】案内桁2には掘削具3の本体の上方部が入
って水平方向に案内される下向きの溝部4が設けられ、
この溝部4の底の近くには多数のローラ5が取り付けら
れている。
The guide girder 2 is provided with a downwardly directed groove portion 4 into which the upper portion of the main body of the excavator 3 is inserted and which is guided horizontally.
A large number of rollers 5 are attached near the bottom of the groove 4.

【0009】掘削具3の本体は剛性に富む板状体から成
り、その下端縁には多数の固定掘削刃6が取り付けられ
ている。
The main body of the excavator 3 is a plate-shaped body having high rigidity, and a large number of fixed excavating blades 6 are attached to the lower end edge thereof.

【0010】掘削具3は筒状枠体1,1に内蔵された適
宜の駆動装置7で動かされるが、図の場合は駆動装置7
の一部であるドラム8に巻かれたワイヤ9で掘削具3を
交互に引っ張って水平往復動させるようにしている。
The excavator 3 is moved by an appropriate drive device 7 built in the cylindrical frame bodies 1, 1, but in the case of the figure, the drive device 7 is used.
The excavator 3 is alternately pulled by the wire 9 wound around the drum 8, which is a part of the above, to horizontally reciprocate.

【0011】筒状枠体1,1を溝掘削予定線上の相離れ
た2点の縦孔内に挿入し、各筒状枠体1に取り付けた支
持棒10で下向きの力を作用させながら、掘削具3を水
平往復動させて、溝を順次下方に向かって掘削してゆく
が、この際、支持棒10に作用させる力を加減して、固
定掘削刃6の接地圧力を調節することにより、溝掘削の
効率を向上させることができる。
The cylindrical frames 1 and 1 are inserted into two vertical holes separated from each other on the planned groove excavation line, and a downward force is applied by the support rods 10 attached to the respective cylindrical frames 1, The excavator 3 is horizontally reciprocated to sequentially excavate the groove downward. At this time, the force acting on the support rod 10 is adjusted to adjust the ground pressure of the fixed excavating blade 6. The efficiency of trench excavation can be improved.

【0012】筒状枠体1を挿入する縦孔は予め所定深さ
まで掘削しておいてもよいが、筒状枠体1の下方に縦孔
掘削用の旋回掘削刃(図示しない)を取り付けて、縦孔
掘削と溝掘削とを併行させてもよい。
The vertical hole into which the cylindrical frame 1 is inserted may be excavated up to a predetermined depth in advance, but a swivel excavating blade (not shown) for excavating the vertical hole is attached below the cylindrical frame 1. The vertical hole excavation and the trench excavation may be performed concurrently.

【0013】なお、前述の溝掘削時に生じる掘削土の処
理は、掘削具3の本体内の管路11を通して固定掘削刃
6の近くに泥水を噴出させ、掘削土砂を筒状枠体1が挿
入される縦孔内に導き、筒状枠体1内に設けたエアリフ
ト式の排土管12で地上に排出させて行うようになって
いる。
In the treatment of the excavated soil generated during the excavation of the above-mentioned trench, muddy water is ejected near the fixed excavating blade 6 through the pipe line 11 in the main body of the excavating tool 3 to insert the excavated earth and sand into the tubular frame 1. The air-lift type earth-discharging pipe 12 provided in the cylindrical frame 1 is discharged to the ground.

【0014】次に、図6〜図8に基づいて本発明の第2
の溝掘削装置について説明するが、前述の第1の溝掘削
装置と共通する部分の説明は省略する。
Next, the second aspect of the present invention will be described with reference to FIGS.
The groove excavator will be described, but the description of the portions common to the first groove excavator described above will be omitted.

【0015】図6〜図8において、13は掘削具であ
り、その本体の下方部には長さ方向に延びる下向きの溝
14部が形成され、その両側壁15,15の下端縁に沿
って多数の固定掘削刃16,16が設けられ、また、溝
部14内には小型モータ17で駆動される自動円形カツ
ター18が取り付けられている。
In FIGS. 6 to 8, 13 is an excavator, which has a downwardly extending groove 14 formed in the lower portion of its main body and extending along the lower edges of both side walls 15, 15. A large number of fixed excavating blades 16 and 16 are provided, and an automatic circular cutter 18 driven by a small motor 17 is mounted in the groove portion 14.

【0016】図6には自動円形カツター18が1つだけ
示されているが、自動円形カツター18は掘削具13の
長さ方向に適宜間隔で複数設けられ、これら自動円形カ
ツター18はその刃先が固定掘削刃16,16より下方
に突出して回転するようになっている。
Although only one automatic circular cutter 18 is shown in FIG. 6, a plurality of automatic circular cutters 18 are provided at appropriate intervals in the lengthwise direction of the excavator 13, and these automatic circular cutters 18 have their cutting edges. The fixed excavating blades 16 and 16 project downward and rotate.

【0017】なお、19は溝14内の自動円形カツター
取付け部を除く部分に取り付けられたブロツクであり、
その下端縁には多数の第2固定掘削刃20が設けられて
いるが、この第2固定掘削刃20の刃先は固定掘削刃1
6の刃先と自動円形カツター18の下方突出刃先との中
間に位置している。
Reference numeral 19 is a block attached to the portion of the groove 14 excluding the automatic circular cutter attachment portion,
A large number of second fixed excavating blades 20 are provided on the lower edge thereof, and the cutting edge of the second fixed excavating blade 20 is the fixed excavating blade 1.
It is located in the middle of the blade edge of No. 6 and the downward protruding edge of the automatic circular cutter 18.

【0018】第2固定掘削刃20を設けない場合は、先
ず溝の中央部が自動回転カツター18で掘削され、次い
でその両側が固定掘削刃16,16で掘削されて、溝掘
削が2段階でなされるのに対して、第2固定掘削刃20
を設けた場合は、図9に示すように、溝21の掘削が中
央部から順次側方部に向かって3段階になされ、堅い地
盤における溝掘削を一層有効に行うことができる。
When the second fixed excavating blade 20 is not provided, first, the central portion of the groove is excavated by the automatic rotary cutter 18, and then both sides thereof are excavated by the fixed excavating blades 16, 16, so that the groove excavation is performed in two stages. In contrast to what is done, the second fixed drilling blade 20
9, the excavation of the groove 21 is carried out in three steps from the central part to the lateral part in sequence as shown in FIG. 9, so that the excavation of the groove in the solid ground can be performed more effectively.

【0019】なお、第2固定掘削刃20を設けない場合
は、自動円形カツター18の厚さを溝14の巾に近付け
て、掘り残し部分が生じないないようにする必要があ
る。
When the second fixed excavating blade 20 is not provided, it is necessary to make the thickness of the automatic circular cutter 18 close to the width of the groove 14 so that the unexcavated portion does not occur.

【0020】前述の第2の溝掘削装置において、図10
に示すように、溝部14の自動円形カツター18を幅方
向に複数個(図の場合は2つ)に分割して、硬質地盤に
対する切削効率の向上を図るようにしてもよく、また、
図11に示すように、溝部14の両側壁15,15の外
側にも自動円形カツター18’,18’を設けて、切削
効率を高めるとともに、より正確に溝掘削壁面を仕上げ
ることができるようにしてもよい。
In the above-mentioned second trench excavation device, as shown in FIG.
As shown in, the automatic circular cutter 18 of the groove portion 14 may be divided into a plurality (two in the case of the drawing) in the width direction to improve the cutting efficiency on the hard ground.
As shown in FIG. 11, automatic circular cutters 18 'and 18' are also provided on the outer sides of both side walls 15 and 15 of the groove portion 14 to improve cutting efficiency and to finish the groove excavation wall surface more accurately. May be.

【0021】[0021]

【発明の効果】本発明の溝掘削装置は、以上のようなも
のであるから、比較的堅い地盤においても長くてしかも
巾の狭い溝を迅速かつ確実に掘削することができる。そ
して特に、第2の溝掘削装置においては、固定掘削刃の
外に自動円形カツターが設けられているので、所定幅の
溝の掘削が一層容易である。
EFFECTS OF THE INVENTION Since the groove excavating device of the present invention is as described above, it is possible to quickly and reliably excavate a long groove having a narrow width even in a relatively hard ground. And, in particular, in the second groove excavating device, since the automatic circular cutter is provided outside the fixed excavating blade, excavation of a groove having a predetermined width is further facilitated.

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

【図1】本発明の第1の溝掘削装置の側面図である。FIG. 1 is a side view of a first trench excavation device of the present invention.

【図2】図1のA−A線拡大断面図である。FIG. 2 is an enlarged cross-sectional view taken along the line AA of FIG.

【図3】図1のB−B線拡大断面図である。FIG. 3 is an enlarged sectional view taken along line BB of FIG.

【図4】図Iの一部拡大図である。FIG. 4 is a partially enlarged view of FIG.

【図5】図1のC−C線断面図である。5 is a cross-sectional view taken along the line CC of FIG.

【図6】本発明の第2の溝掘削装置の一部側面図であ
る。
FIG. 6 is a partial side view of the second trench excavation device of the present invention.

【図7】図6のD−D線断面図である。7 is a cross-sectional view taken along the line DD of FIG.

【図8】図6のE−E線断面図である。8 is a sectional view taken along line EE of FIG.

【図9】図6に示す溝掘削装置による溝の掘削態様を示
す断面図である。
9 is a cross-sectional view showing an aspect of excavation of a groove by the groove excavating device shown in FIG.

【図10】自動円形カツターが幅方向に2分割されてい
る場合の図7に相当する断面図である。
10 is a cross-sectional view corresponding to FIG. 7 when the automatic circular cutter is divided into two in the width direction.

【図11】溝部の両側壁の外側にも自動円形カツターを
設けた場合の同上断面図である。
FIG. 11 is a cross-sectional view of the same when an automatic circular cutter is provided on the outside of both side walls of the groove.

【符号の説明】[Explanation of symbols]

1:筒状枠体、2:案内桁、3:掘削具、4:溝部、
5:ローラ、6:固定掘削刃、7:駆動装置、8:ドラ
ム、9:ワイヤ、10:支持棒、11:管路、12:排
土管、13:掘削具、14:溝部、15:側壁、16:
固定掘削刃、17:小型モータ、18,18’:自動円
形カツター、19:ブロツク、20:第2固定掘削刃、
21:溝。
1: Cylindrical frame, 2: Guide girder, 3: Excavator, 4: Groove,
5: Roller, 6: Fixed excavating blade, 7: Driving device, 8: Drum, 9: Wire, 10: Support rod, 11: Pipe line, 12: Exhaust pipe, 13: Excavator, 14: Groove part, 15: Side wall , 16:
Fixed drilling blade, 17: small motor, 18, 18 ': automatic circular cutter, 19: block, 20: second fixed drilling blade,
21: groove.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 1対の筒状枠体と、これら筒状枠体間に
架設された案内桁と、この案内桁に案内されて水平方向
に強制往復動される堀削具とを具備し、該掘削具の本体
は剛性に富む板状体から成り、その下端縁に沿って多数
の固定掘削刃が取り付けられていることを特徴とする溝
掘削装置。
1. A pair of cylindrical frame bodies, a guide girder installed between these cylindrical frame bodies, and an excavator that is guided by the guide girders and forcibly reciprocates horizontally. A groove excavating device, wherein a main body of the excavating tool is made of a highly rigid plate-like body, and a large number of fixed excavating blades are attached along a lower end edge thereof.
【請求項2】 1対の筒状枠体と、これら筒状枠体間に
架設された案内桁と、この案内桁に案内されて水平方向
に強制往復動される掘削具とを具備し、該掘削具の本体
は剛性に富む板状体から成り、その下方部には長さ方向
に延びる下向きの溝部が形成され、この溝部の両側壁の
下端縁に沿って多数の固定掘削刃が設けられ、また、前
記溝部にはその長さ方向に適宜間隔で刃先が前記固定掘
削刃の刃先より下方に突出して回転する複数の自動円形
カツターが取り付けられていることを特徴とする溝掘削
装置。
2. A pair of cylindrical frame bodies, a guide girder installed between these cylindrical frame bodies, and an excavator that is guided by the guide girders and forcibly reciprocates horizontally. The main body of the excavator is made of a highly rigid plate-like body, and a downward groove extending in the lengthwise direction is formed in the lower part thereof, and a large number of fixed excavating blades are provided along the lower edges of both side walls of the groove. A plurality of automatic circular cutters are attached to the groove portion at appropriate intervals in the lengthwise direction so that the blade edge protrudes below the blade edge of the fixed excavating blade and rotates.
【請求項3】 掘削具の本体の溝部の自動円形カツター
取付け部を除く部分に多数の第2固定掘削刃が設けら
れ、この第2固定掘削刃の刃先は掘削具の本体の下側縁
の固定掘削刃の刃先と自動円形カツターの下方突出刃先
との中間に位置している請求項2記載の溝掘削装置。
3. A large number of second fixed drilling blades are provided in a portion of a groove portion of a body of the drilling tool excluding an automatic circular cutter attachment portion, and a cutting edge of the second fixed drilling blade is provided at a lower edge of a body of the drilling tool. The groove excavating device according to claim 2, wherein the groove excavating device is located between the blade edge of the fixed excavating blade and the downward projecting blade edge of the automatic circular cutter.
【請求項4】 溝部の自動円形カツターが幅方向に複数
個に分割されている請求項2および請求項3記載の溝掘
削装置。
4. The groove excavator according to claim 2, wherein the automatic circular cutter of the groove is divided into a plurality of pieces in the width direction.
【請求項5】 溝部の両側壁の外側にも自動円形カツタ
ーが設けられている請求項2ないし請求項4記載の溝掘
削装置。
5. The groove excavating device according to claim 2, wherein automatic circular cutters are also provided on the outer sides of both side walls of the groove.
JP21941491A 1991-05-23 1991-05-23 Ditch rig Expired - Lifetime JPH0696853B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21941491A JPH0696853B2 (en) 1991-05-23 1991-05-23 Ditch rig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21941491A JPH0696853B2 (en) 1991-05-23 1991-05-23 Ditch rig

Publications (2)

Publication Number Publication Date
JPH04347211A JPH04347211A (en) 1992-12-02
JPH0696853B2 true JPH0696853B2 (en) 1994-11-30

Family

ID=16735026

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21941491A Expired - Lifetime JPH0696853B2 (en) 1991-05-23 1991-05-23 Ditch rig

Country Status (1)

Country Link
JP (1) JPH0696853B2 (en)

Also Published As

Publication number Publication date
JPH04347211A (en) 1992-12-02

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