JPH11303556A - Excavator and excavation method - Google Patents

Excavator and excavation method

Info

Publication number
JPH11303556A
JPH11303556A JP10959798A JP10959798A JPH11303556A JP H11303556 A JPH11303556 A JP H11303556A JP 10959798 A JP10959798 A JP 10959798A JP 10959798 A JP10959798 A JP 10959798A JP H11303556 A JPH11303556 A JP H11303556A
Authority
JP
Japan
Prior art keywords
inner shell
pipe
leading
conduit
obstacle
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
JP10959798A
Other languages
Japanese (ja)
Other versions
JP3019151B2 (en
Inventor
Masahiro Narita
田 昌 弘 成
Masaharu Saito
藤 雅 春 斎
Mitsuo Chijiiwa
々 岩 三 夫 千
Yasuhiro Ito
藤 康 裕 伊
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.)
East Japan Railway Co
Tekken Corp
Original Assignee
East Japan Railway Co
Tekken Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by East Japan Railway Co, Tekken Corp filed Critical East Japan Railway Co
Priority to JP10109597A priority Critical patent/JP3019151B2/en
Publication of JPH11303556A publication Critical patent/JPH11303556A/en
Application granted granted Critical
Publication of JP3019151B2 publication Critical patent/JP3019151B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide an excavator and an excavation method capable of safely, securely, and speedily removing an obstacle such as a rock appearing on a working face, restarting the excavation work after removing the obstacle quickly, performing the maintenance and inspection of an excavator, a leading pipe, and an embedding member easily and precisely, and improving the workability. SOLUTION: A leading pipe 11 and an inner shell 12 are arranged on inner and outer sides in a double structure, and an embedding member 10 is connectable with a rear end part of the leading pipe 11. A cutter head 35 and a screw auger 34 are rotatably supported on an inner side of the inner shell 12, and the leading pipe 11 is thrusted to a working face side to excavate the natural ground. The cutter head 35 and the screw auger 36 are integrally mounted on the inner shell 12. The inner shell 12 is mounted on the leading pipe 11 or the leading pipe 11 and the embedding member 10 so as to pull in and out so that the inner shell 12 can be quickly pulled in and out of the leading pipe 11 or the leading pipe 11 and the embedding member 10. For example, if an obstacle 38 such as a rock appears on the working face side, the inner shell 12 is pulled out of the leading pipe 11 or the leading pipe 11 and the embedding member 10, a wide and empty space is formed in the inside thereof, and the obstacle 38 is removed safely, securely, and speedily to improve the workability.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は切羽に出現する岩石
等の障害物を安全で確実かつ速やかに撤去し、撤去後は
掘削作業を速やかに再開し得るとともに、掘削装置や先
導管および埋設部材の整備点検を容易かつ精密に行な
え、しかもその作業性を向上し得るようにした掘削装置
およびその掘削方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention removes obstacles such as rocks appearing on a face safely and reliably and quickly, and after the removal, can quickly resume excavation work. TECHNICAL FIELD The present invention relates to a digging apparatus and a digging method capable of easily and accurately performing maintenance and inspection of a digging apparatus and improving its workability.

【0002】[0002]

【従来の技術】従来、水路やアンダーパス等の地下構造
物を地下に構築する場合、例えば特公昭55ー5055
7号公報では、地下埋設物の先端に掘削先管を取付け、
地下埋設物と掘削先管との内部にスクリューオーガを配
置し、該オーガの先端にカッターを回転可能に設けて、
掘削先管を発進立坑から地山に貫入し、該管の前方を掘
削しながら地下埋設物を推進し、その掘削土砂を上記オ
ーガで排出するようにしている。
2. Description of the Related Art Conventionally, when underground structures such as waterways and underpasses are constructed underground, for example, Japanese Patent Publication No. 55-5055
In Japanese Patent Publication No. 7, an excavation pipe is attached to the tip of an underground buried object,
A screw auger is arranged inside the underground buried object and the excavation pipe, and a cutter is rotatably provided at the tip of the auger,
The excavated pipe penetrates the ground from the starting shaft, excavates the underground while excavating the front of the pipe, and discharges the excavated earth and sand by the auger.

【0003】しかし、この従来の掘削装置は、地山に岩
石等の障害物が出現した場合、地下埋設物の推進が遮ら
れて工事の中断を余儀無くされ、しかも適当な対処方法
がないため、通常は地山の上部から岩石を掘り出す方法
が採られ、工期が長期化し工費が嵩む等の問題があっ
た。
[0003] However, in the conventional drilling device, when an obstacle such as a rock appears on the ground, the propulsion of the underground buried object is interrupted and the construction is forced to be interrupted, and there is no appropriate countermeasure. However, a method of excavating rocks from the upper part of the ground is usually employed, and there is a problem that the construction period is prolonged and the construction cost is increased.

【0004】このため、出願人はスクリューオーガの駆
動軸を軸方向に移動可能に設け、カッターを先導管の前
方に突出可能に設けて、切羽地山に岩石等の障害物が出
現した際、駆動軸を前方に突出して岩石を先導管に取り
込み、かつこれを粉砕して、岩石の掘り出し作業を不要
にし、工期の短縮化を図るようにした先導孔掘削装置を
開発し、これを特願平8ー73509号として既に出願
している。
[0004] For this reason, the applicant provided the drive shaft of the screw auger so as to be movable in the axial direction, and provided the cutter so as to be able to protrude forward of the leading conduit. Developed a leading hole excavation device that protrudes the drive shaft forward to take rock into the leading conduit and crushes it, eliminating the need for rock excavation work and shortening the construction period. An application has already been filed as Hei 8-73509.

【0005】しかし、この既に出願した装置では、先導
管に取り込む岩石等の大きさに限界があり、大きな岩石
等が出現した場合には上記方法は採用し得ず、装置を地
山から引き出し、作業員を掘削穴に投入して岩石等を掘
り出し撤去する必要がある。この場合、装置の引き出し
作業は非常に困難で手間が掛かる上に、坑内での作業は
安全性を確保し難く、また岩石等を撤去後、上記装置を
坑内に搬入する作業は煩雑で手間が掛かり、工期や工費
が大幅に増加する問題があった。
However, in the apparatus already filed, the size of the rock or the like to be taken into the leading conduit is limited, and when large rock or the like appears, the above method cannot be adopted. It is necessary to throw a worker into the excavation hole to excavate rocks and remove them. In this case, it is extremely difficult and time-consuming to pull out the device, and it is difficult to secure safety in the mine.In addition, it is complicated and troublesome to bring the above-mentioned device into the mine after removing rocks and the like. There was a problem that the construction period and the construction cost increased significantly.

【0006】また、上記装置は掘削時の故障を修理する
場合、作業員が密集した先導管に入って作業を行なうた
め、作業性や作業能率が悪く、作業に手間が掛かる上に
作業の安全性も期し難く、予てよりその改善が望まれて
いた。特に、この掘削装置を線路下横断工事に使用する
場合は、その作業が線閉時間に制約されるため、工事の
迅速性や円滑性、安全性は一層緊要である。
Further, when repairing a fault during excavation, the above-mentioned device requires a worker to enter a densely located front pipe and performs work, so that workability and work efficiency are poor, work is troublesome, and work safety is increased. Its sexuality is also difficult to anticipate, and its improvement has been desired in advance. In particular, when this excavator is used for under-track crossing work, since the work is restricted by the line closing time, quickness, smoothness, and safety of the work are more important.

【0007】[0007]

【発明が解決しようとする課題】本発明はこのような問
題を解決し、切羽に出現する岩石等の障害物を安全で確
実かつ速やかに撤去し、撤去後は掘削作業を速やかに再
開し得るとともに、掘削装置や先導管および埋設部材の
整備点検を容易かつ精密に行なえ、しかもその作業性を
向上し得るようにした掘削装置およびその掘削方法を提
供することを目的とする。
SUMMARY OF THE INVENTION The present invention solves such a problem, and safely and reliably removes obstacles such as rocks appearing on a face, and can quickly resume excavation work after removal. In addition, an object of the present invention is to provide a drilling device and a drilling method thereof capable of easily and precisely performing maintenance and inspection of a drilling device, a leading pipe, and a buried member, and improving its workability.

【0008】[0008]

【課題を解決するための手段】このため、請求項1の発
明は、先導管と内殻とを内外二重に配置し、前記先導管
の後部に埋設部材を接続可能にし、内殻の内側にカッタ
ーヘッドとスクリューオーガーとを回転可能に支持し、
先導管を切羽側へ推進して地山を掘削可能にした掘削装
置において、前記内殻にカッターヘッドとスクリューオ
ーガーとを一体的に装着し、該内殻を先導管または先導
管と埋設部材とに抜き差し可能に装着して、内殻を先導
管または先導管と埋設部材とから速やかに出し入れ可能
にし、例えば切羽側に岩石等の障害物が出現した際、内
殻を先導管または先導管と埋設部材とから引き出し、そ
れらの内部に広い空スペースを形成し、前記障害物を安
全で確実かつ速やかに撤去し、その作業性を向上すると
ともに、障害物の撤去後は内殻を先導管または先導管と
埋設部材とに速やかに引き入れ、掘削作業を速やかに再
開可能にして、工事の円滑性と安全性および迅速性を確
保し得るようにしている。また、内殻と共にカッターヘ
ッドとスクリューオーガーとを外部に引き出して、それ
らの整備点検と先導管および埋設部材の整備点検を容易
に行なえる。
According to the present invention, a front pipe and an inner shell are double-laid inside and outside, and a buried member can be connected to a rear portion of the front pipe, and an inner shell is provided inside the inner shell. Rotatably supports the cutter head and the screw auger,
In a drilling apparatus in which a front conduit is propelled toward a face to enable excavation of a ground, a cutter head and a screw auger are integrally mounted on the inner shell, and the inner shell is connected to a front conduit or a front conduit and a buried member. The inner shell can be quickly inserted and removed from the front conduit or the front conduit and the buried member so that the inner shell can be connected to the front conduit or the front conduit when an obstacle such as rock appears on the face side. Withdrawing from the buried members, forming a large empty space inside them, removing the obstacle safely and reliably and quickly, improving its workability, and after removing the obstacle, the inner shell is connected to the front pipe or The excavation work can be promptly resumed by being quickly drawn into the leading conduit and the buried member, so that the smoothness, safety and speed of the construction can be ensured. In addition, the cutter head and the screw auger are drawn out together with the inner shell, so that the maintenance and inspection thereof and the maintenance and inspection of the leading pipe and the buried member can be easily performed.

【0009】請求項2の発明は、前記内殻の周面を先導
管または先導管と埋設部材の内面に係合可能に装着し、
掘削時の内殻の動揺を防止し、その安定した掘削作業を
促す一方、障害物の出現時または障害物の撤去後の内殻
の出し入れを円滑かつ安定して行なえるようにしてい
る。請求項3の発明は、前記内殻の先端部を先導管の先
端部に係脱可能に設け、内殻の先端部を到達側へ牽引可
能にして、掘削時に内殻の先端部を先導管の先端部に係
合させ、先導管または先導管と埋設部材とを内殻に同動
させて、掘削を可能にしている。
According to a second aspect of the present invention, a peripheral surface of the inner shell is mounted so as to be engageable with a front conduit or a front conduit and an inner surface of a buried member.
While preventing the inner shell from swaying during excavation and promoting stable excavation work, the inner shell can be smoothly and stably taken in and out when an obstacle appears or after the obstacle is removed. According to a third aspect of the present invention, the distal end of the inner shell is detachably provided on the distal end of the front conduit, the distal end of the inner shell can be pulled toward the arrival side, and the distal end of the inner shell is connected to the front conduit during excavation. , And the leading pipe or the leading pipe and the buried member are moved together with the inner shell to enable excavation.

【0010】請求項4の発明は、前記内殻の先端部と後
端部とに互いに異方向へ牽引可能な牽引ワイヤを装着
し、掘削時と引き出し時とで内殻を異方向へ移動可能に
するとともに、前記ワイヤによって内殻の引き出しと、
その引き入れを容易かつ迅速に行なえるようにしてい
る。請求項5の発明は、先導管と埋設部材の接続部にボ
ルトを挿通可能なボルトボックスを内側に突設し、該ボ
ルトボックスを介して先導管と埋設部材、および埋設部
材同士を接続可能にして、それらの接続を実現可能にし
ている。
According to a fourth aspect of the present invention, a pulling wire which can be pulled in different directions is attached to a front end portion and a rear end portion of the inner shell, and the inner shell can be moved in different directions during excavation and withdrawal. And withdrawing the inner shell by the wire,
The introduction is made easy and quick. According to a fifth aspect of the present invention, a bolt box through which a bolt can be inserted protrudes inward at a connection portion between the leading conduit and the buried member, and the leading conduit, the buried member, and the buried member can be connected to each other via the bolt box. And make those connections feasible.

【0011】請求項6の発明は、前記内殻の周面に前記
ボルトボックスを受け入れ可能な係入溝を軸方向に設
け、前記内殻を先導管または先導管と埋設部材とから出
し入れ可能にして、内殻の抜き差しを速やかに行なえる
ようにしている。請求項7の発明は、前記内殻に真空ポ
ンプに連通する排土管を装着し、掘削土砂の排出機構を
先導管と埋設部材とから引き出し可能にして、先導管と
埋設部材の内部に一層広い空スペースを形成し、障害物
の撤去作業の作業性と安全性の向上を図るとともに、排
土管等の整備点検を容易に行なえるようにしている。
According to a sixth aspect of the present invention, an engagement groove capable of receiving the bolt box is provided in an axial direction on a peripheral surface of the inner shell so that the inner shell can be taken in and out of a front conduit or a front conduit and an embedded member. To quickly remove and insert the inner shell. The invention according to claim 7 is characterized in that a discharge pipe communicating with a vacuum pump is mounted on the inner shell, and a discharge mechanism for excavated earth and sand can be drawn out from the leading pipe and the buried member, so that the inner pipe is wider inside the leading pipe and the buried member. An empty space is formed to improve the workability and safety of removing obstacles, and to facilitate maintenance and inspection of the discharge pipe.

【0012】請求項8の発明は、先導管と内殻とを内外
二重に配置し、前記先導管の後部に埋設部材を接続し、
内殻の内側にカッターヘッドとスクリューオーガーとを
回転可能に支持し、先導管を切羽側へ推進して地山を掘
削する掘削装置の掘削方法において、前記内殻にカッタ
ーヘッドとスクリューオーガーとを一体的に装着し、該
内殻を先導管または先導管と埋設部材とに抜き差し可能
に装着し、切羽側に障害物が出現した際、前記内殻を先
導管または先導管と埋設部材とから引き出し、先導管ま
たは先導管と埋設部材とを介して障害物を撤去可能に
し、先導管または先導管と埋設部材との内部に広い空ス
ペースを形成し、障害物を安全で確実かつ速やかに撤去
するとともに、その作業性を向上するようにしている。
The invention according to claim 8 is characterized in that the front conduit and the inner shell are arranged inside and outside doubly, and a buried member is connected to a rear portion of the front conduit,
A cutter head and a screw auger are rotatably supported inside the inner shell, and the excavating method of the excavator for excavating the ground by propelling the front conduit to the face side, wherein the inner shell includes the cutter head and the screw auger. The inner shell is integrally attached, and the inner shell is detachably mounted on the leading conduit or the leading conduit and the embedded member. When an obstacle appears on the face side, the inner shell is separated from the leading conduit or the leading conduit and the embedded member. Obstacles can be removed through the drawer, the leading conduit or the leading conduit and the buried member, and a large empty space is formed inside the leading conduit or the leading conduit and the buried member, and the obstacle is safely, reliably and promptly removed. In addition, the workability is improved.

【0013】請求項9の発明は、前記内殻の先端部と後
端部とに互いに異方向へ牽引可能な牽引ワイヤを装着
し、掘削時に一方の牽引ワイヤを切羽側へ牽引し、前記
内殻の引き出し時に他方の牽引ワイヤを切羽側と反対方
向へ牽引して、牽引ワイヤを介し内殻の出し入れを容易
かつ速やかに行なえるようにしている。請求項10の発
明は、障害物の撤去後、前記一方の牽引ワイヤを切羽側
へ牽引し、前記内殻を先導管または先導管と埋設部材と
の内部へ引き入れ可能にして、障害物の撤去後は内殻を
先導管または先導管と埋設部材とに速やかに引き入れ、
掘削作業を速やかに再開可能にして、工事の円滑性と迅
速性を確保するようにしている。
According to a ninth aspect of the present invention, a pulling wire that can be pulled in different directions from each other is mounted on a front end portion and a rear end portion of the inner shell, and one of the pulling wires is pulled toward the face during excavation. When pulling out the shell, the other pulling wire is pulled in a direction opposite to the face side, so that the inner shell can be easily and quickly taken in and out via the pulling wire. According to a tenth aspect of the present invention, after removing the obstacle, the one pulling wire is pulled toward the face, and the inner shell can be drawn into the inside of the leading conduit or the leading conduit and the embedded member, thereby removing the obstacle. After that, the inner shell is quickly pulled into the front pipe or the front pipe and the buried member,
Excavation work can be resumed promptly to ensure the smoothness and speed of construction.

【0014】[0014]

【発明の実施の形態】以下、本発明を線路下横断工事に
適用した実施の形態について説明すると、図1乃至図1
0において1は路盤を構成する地山で、その上部に砕
石、砂利等で形成した道床2が形成され、該道床2の上
部に複数のレール3が敷設されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments in which the present invention is applied to under-track crossing work will be described below with reference to FIGS.
At 0, reference numeral 1 denotes a ground constituting a roadbed, on which a roadbed 2 made of crushed stone, gravel or the like is formed, and a plurality of rails 3 are laid on the roadbed 2.

【0015】地山1の両側には土留め用の矢板4,5が
設けられ、その掘削装置の到達側6に支持枠7が架設さ
れ、該枠7に複数の牽引ジャッキ8が設置されている。
牽引ジャッキ8にはPC鋼線等の牽引ワイヤ9の一端が
接続され、その他端が掘削装置を構成する後述の内殻に
連結されている。この場合、牽引ワイヤ9は、線路下横
断長さよりも十分に長尺なものが使用されている。
Sheet piles 4 and 5 for earth retaining are provided on both sides of the ground 1, and a support frame 7 is installed on the reaching side 6 of the excavator, and a plurality of towing jacks 8 are installed on the frame 7. I have.
One end of a traction wire 9 such as a PC steel wire is connected to the traction jack 8, and the other end is connected to an inner shell, which will be described later, constituting the excavator. In this case, the pulling wire 9 used is sufficiently longer than the crossing length under the track.

【0016】掘削装置は先導管である外殻11と、該殻
11の内側に配置する内殻12とを備え、このうち外殻
11は図3,4のように矩形の鋼管で構成され、その刃
口側は下向きに斜切されていて、その上下側の開口縁に
複数の固定刃13を突設している。
The drilling rig has an outer shell 11 which is a leading conduit, and an inner shell 12 arranged inside the shell 11, of which the outer shell 11 is formed of a rectangular steel pipe as shown in FIGS. The blade side is obliquely cut downward, and a plurality of fixed blades 13 are protrudingly provided at the upper and lower opening edges.

【0017】外殻11の刃口側端面の四隅には当接片1
4が内側に突設され、それらに牽引ワイヤ9の挿通部で
あるワイヤ挿通溝若しくは挿通孔、実施形態ではワイヤ
挿通溝15が形成されている。外殻11の刃口側と反対
側の後端部周面には、図4のような複数のボルトボック
ス16が設けられ、該ボックス16は有底の箱形に形成
され、これを外殻11の内側に突出して配置している。
At the four corners on the cutting edge side of the outer shell 11, contact pieces 1 are provided.
4 are protruded inwardly, and a wire insertion groove or an insertion hole, which is an insertion portion of the pulling wire 9, in the embodiment, a wire insertion groove 15 is formed in the embodiment. A plurality of bolt boxes 16 as shown in FIG. 4 are provided on the peripheral surface of the rear end of the outer shell 11 on the side opposite to the blade side, and the box 16 is formed in a box shape with a bottom. 11 and protrude inside.

【0018】ボルトボックス16の外側面には、図7の
ように内部に連通するボルト挿通孔17が設けられ、該
挿通孔17にボルト18が挿通され、その螺軸を地下構
築部材のエレメントである埋設部材10のボルトボック
ス16に挿入し、当該端部にナット19をねじ込んでい
る。
As shown in FIG. 7, a bolt insertion hole 17 communicating with the inside of the bolt box 16 is provided on the outer surface of the bolt box 16, a bolt 18 is inserted into the insertion hole 17, and the screw shaft is connected to the element of the underground construction member. A buried member 10 is inserted into a bolt box 16 and a nut 19 is screwed into the end.

【0019】埋設部材10は図4のように先導管11と
同形断面の鋼管で構成され、その長さは適宜選択可能に
されていて、その両端周面に前記ボルトボックス16と
同様なボルトボックス16が設けられている。内殻12
は外殻11に挿入可能な略矩形の鋼管で構成され、その
周面に軸方向に沿って係入溝20が形成され、該溝20
にボルトボックス16を受け入れ可能にしている。
As shown in FIG. 4, the buried member 10 is made of a steel pipe having the same cross-section as that of the front pipe 11, and the length thereof can be selected as appropriate. 16 are provided. Inner shell 12
Is formed of a substantially rectangular steel pipe that can be inserted into the outer shell 11, and an engagement groove 20 is formed in the circumferential surface thereof along the axial direction.
The bolt box 16 is receivable.

【0020】内殻12の先端部は下向きに斜切され、そ
の四隅に外殻11の内面と係合可能な当接面21が設け
られ、該面21に前記当接片14の後面と当接可能なゴ
ムパッキン22が取付けられている。図中、23はゴム
パッキン22に形成した通孔で、牽引ワイヤ9を挿通可
能にしている。
The tip of the inner shell 12 is beveled downward, and a contact surface 21 is provided at each of the four corners so as to be able to engage with the inner surface of the outer shell 11. A contactable rubber packing 22 is attached. In the figure, reference numeral 23 denotes a through hole formed in the rubber packing 22 so that the pulling wire 9 can be inserted therethrough.

【0021】内殻12の先端部側面には複数のワイヤ固
定ボックス24が設けられ、該ボックス24は有底の箱
形に形成され、これを内殻12の内側に突出して配置し
ている。ワイヤ固定ボックス24の内面には前記通孔2
3に連通するワイヤ挿通孔(図示略)が設けられ、該挿
通孔に牽引ワイヤ9が挿入され、該ワイヤ9の端部を折
り返しまたは結束して形成した瘤部(図示略)を前記固
定ボックス24に収容している。
A plurality of wire fixing boxes 24 are provided on the side of the distal end of the inner shell 12. The boxes 24 are formed in a box shape with a bottom and are arranged to protrude inside the inner shell 12. The inner surface of the wire fixing box 24 has the through hole 2
3 is provided with a wire insertion hole (not shown), and a pulling wire 9 is inserted into the insertion hole, and an end (not shown) formed by folding or bundling an end of the wire 9 into the fixing box. 24.

【0022】図中、25は内殻12の後端部下側面に設
けた複数のワイヤ固定ボックスで、有底の箱形に形成さ
れ、これを内殻12の内側に突出して配置している。ワ
イヤ固定ボックス25の外面には、内部に連通するワイ
ヤ挿通孔26が設けられ、該挿通孔26に牽引ワイヤ2
7の一端が挿入され、その端部を折り返しまたは結束し
て形成した瘤部(図示略)を前記固定ボックス24に収
容している。
In the figure, reference numeral 25 denotes a plurality of wire fixing boxes provided on the lower side surface of the rear end of the inner shell 12, formed in a box shape with a bottom, and arranged to protrude inside the inner shell 12. A wire insertion hole 26 communicating with the inside is provided on the outer surface of the wire fixing box 25, and the pulling wire 2 is inserted into the insertion hole 26.
One end of 7 is inserted, and a knob (not shown) formed by folding or bundling the end is accommodated in the fixed box 24.

【0023】牽引ワイヤ27は線路下横断長さよりも十
分に長尺なものが使用され、その他端を発進側28に設
置したウィンチまたはジャッキ(図示略)に接続して、
該ワイヤ27を引き出し可能にしている。
The pulling wire 27 used is sufficiently longer than the crossing length under the track, and the other end is connected to a winch or jack (not shown) installed on the starting side 28,
The wire 27 can be pulled out.

【0024】一方、内殻12の内部には動力室29と撹
拌室30とが区画形成され、動力室29に油圧モータか
らなる掘削モータ31と減速機32とが設けられ、また
撹拌室30には掘削モータ31に連係する駆動軸33が
回転可能に支持され、該軸33にヘリカルフィン状のス
クリューオーガ34と、カッターヘッド35とが設けら
れている。
On the other hand, a power chamber 29 and a stirring chamber 30 are formed inside the inner shell 12, and an excavating motor 31 composed of a hydraulic motor and a reduction gear 32 are provided in the power chamber 29. A drive shaft 33 linked to the excavation motor 31 is rotatably supported. The shaft 33 is provided with a helical fin-shaped screw auger 34 and a cutter head 35.

【0025】撹拌室30の奥部下側には土砂排出口36
が設けられ、該排出口36に排土管37の一端が接続さ
れ、この他端が発進側28に設けた真空ポンプ(図示
略)に連通している。図中、38は切羽に出現した岩
石、コンクリート塊等の障害物である。
A sediment discharge port 36 is provided at the lower part of the back of the stirring chamber 30.
One end of a discharge pipe 37 is connected to the discharge port 36, and the other end thereof communicates with a vacuum pump (not shown) provided on the starting side 28. In the drawing, reference numeral 38 denotes an obstacle such as a rock or a concrete block that has appeared on the face.

【0026】このように構成した本発明装置は、常時は
先導管である単一の外殻11に内殻12が組み込まれ、
内殻12のゴムパッキン22が外殻11の当接片14の
後部に当接し、かつ内殻12の四隅周面が外殻11の四
隅内面に係合している。また、ワイヤ固定ボックス2
4,25に、牽引ワイヤ9,27の端部を折り返しまた
は結束して形成した瘤(図示略)が収容されている。
In the thus constructed apparatus of the present invention, the inner shell 12 is incorporated in the single outer shell 11 which is always the leading pipe,
The rubber packing 22 of the inner shell 12 is in contact with the rear part of the contact piece 14 of the outer shell 11, and the four corners of the inner shell 12 are engaged with the inner surfaces of the four corners of the outer shell 11. Also, wire fixing box 2
Nozzles (not shown) formed by folding or binding the ends of the pulling wires 9 and 27 are accommodated in the wires 4 and 25.

【0027】このうち、牽引ワイヤ9をロープ挿通孔
(図示略)からゴムパッキン22の通孔23に導き出
し、これを外殻11のワイヤ挿通溝15に挿通して、外
殻11の外側に引き出し、更に上記ワイヤ27をロープ
挿通孔26に挿通し、これを内殻12の外側に引き出し
ている。
Of these, the pulling wire 9 is led out of the rope insertion hole (not shown) into the through hole 23 of the rubber packing 22, and this is inserted into the wire insertion groove 15 of the outer shell 11 and pulled out of the outer shell 11. Further, the wire 27 is inserted into the rope insertion hole 26, and the wire 27 is drawn out of the inner shell 12.

【0028】そして、上記内外殻11,12は分離可能
に組み込まれているから、内殻12に組み込んだ掘削モ
ータ31と、減速機32と、カッターヘッド35と、ス
クリューオーガー34、駆動軸33、排土管37等を外
殻11から一体に取り出せる
Since the inner and outer shells 11, 12 are separably assembled, the excavating motor 31, the speed reducer 32, the cutter head 35, the screw auger 34, the drive shaft 33, The discharge pipe 37 etc. can be taken out from the outer shell 11 integrally.

【0029】したがって、例えば掘削装置の不使用時に
これを整備工場に搬入し、外殻11を適宜手段で固定す
るとともに、牽引ワイヤ27を例えばウィンチ等に連係
し、これを駆動すると、内殻12が外殻11の後方から
引き出され、また牽引ワイヤ9も内殻12に同動して引
き出されて、外殻11の内部が開放される。
Therefore, for example, when the excavator is not in use, it is carried into a maintenance shop, the outer shell 11 is fixed by appropriate means, and the traction wire 27 is linked to, for example, a winch. Is pulled out from the rear of the outer shell 11, and the pulling wire 9 is also pulled out along with the inner shell 12, so that the inside of the outer shell 11 is opened.

【0030】その際、ボルトボックス16の内側を係入
溝20が移動するから、内殻12の引き出しに支障はな
く、また内殻12の四隅周面が外殻11の四隅内面に係
合して、内殻12の安定した姿勢が維持される。この結
果、内殻12に組み込んだ前記掘削モータ31等が広い
作業場に開放され、また外殻11の内部も開放されて、
各部の整備点検作業が容易になり、それらの作業性や作
業能率が改善されて、これを精密に行なえる。
At this time, since the engagement groove 20 moves inside the bolt box 16, there is no problem in pulling out the inner shell 12, and the four corner peripheral surfaces of the inner shell 12 engage with the four inner corner surfaces of the outer shell 11. Thus, the stable posture of the inner shell 12 is maintained. As a result, the excavating motor 31 and the like incorporated in the inner shell 12 are opened to a wide work area, and the inside of the outer shell 11 is also opened.
Maintenance inspection work of each part is facilitated, their workability and work efficiency are improved, and this can be performed precisely.

【0031】上記整備点検作業終了後、外殻11を適宜
手段で固定し、牽引ワイヤ9を例えばウィンチ等に連係
し、これを駆動して内殻12とこれに組み込んだ前記掘
削モータ31等を外殻12に引き入れ、牽引ワイヤ27
も内殻12に同動して引き入れる。
After the above maintenance and inspection work is completed, the outer shell 11 is fixed by appropriate means, the pulling wire 9 is linked to, for example, a winch, etc., and is driven to drive the inner shell 12 and the excavating motor 31 and the like incorporated therein. Pulled into the outer shell 12 and the pulling wire 27
Is also pulled into the inner shell 12.

【0032】その際、ボルトボックス16の内側を係入
溝20が移動するから、内殻12の引き入れに支障はな
く、また内殻12の四隅周面が外殻11の四隅内面に係
合して、内殻12の安定した姿勢を保持する。そして、
ゴムパッキン22が当接片14に当接したところで、ウ
ィンチを停止すれば、内殻12の四隅周面が外殻11の
四隅内面に係合し、内殻12が外殻11に組み込まれ
る。
At this time, since the engagement groove 20 moves inside the bolt box 16, there is no obstacle to the drawing of the inner shell 12, and the four corners of the inner shell 12 are engaged with the four inner surfaces of the outer shell 11. Thus, the stable posture of the inner shell 12 is maintained. And
If the winch is stopped when the rubber packing 22 comes into contact with the contact piece 14, the four corners of the inner shell 12 engage the four inner corners of the outer shell 11, and the inner shell 12 is assembled into the outer shell 11.

【0033】こうして、内外殻11,12を組み込み
後、この掘削装置を使用して線路下横断工事を行なう場
合は、これを発進側28に搬送し、また複数の埋設部材
10を発進側28に搬送し、その一つを前記外殻11の
後端部に連結する。その際、外殻11の後端部に埋設部
材10の前端部を突き合わせ、それらのボルトボックス
16のボルト挿通孔17にボルト18を挿入し、その螺
軸端部にナット19をねじ込んで、これを緊締する。
After the inner and outer shells 11 and 12 have been assembled in this way, when the under-track crossing work is performed using this excavator, this is transported to the starting side 28 and the plurality of buried members 10 are moved to the starting side 28. And one of them is connected to the rear end of the outer shell 11. At this time, the front end of the embedded member 10 is abutted against the rear end of the outer shell 11, a bolt 18 is inserted into the bolt insertion hole 17 of the bolt box 16, and a nut 19 is screwed into the end of the screw shaft. Tighten.

【0034】この後、掘削装置を発進側28の掘削予定
位置に位置付け、水平ボーリング(図示略)によって地
山1を削孔し、この削孔に牽引ワイヤ9を貫通し、該ワ
イヤ9の一端を到達側6に設置した各牽引ジャッキ8に
接続する。
Thereafter, the excavator is positioned at the position to be excavated on the starting side 28, and the ground 1 is bored by horizontal boring (not shown). Is connected to each towing jack 8 installed on the arrival side 6.

【0035】そして、牽引ジャッキ8を作動し、牽引用
ワイヤ9を到達側6へ牽引するとともに、掘削モータ3
1と真空ポンプ(図示略)とを駆動する。このようにす
ると、駆動軸33が駆動し、カッターヘッド35とスク
リューオーガー34とが回転して、切羽周辺の地山1を
掘削し、その掘削土砂を内殻12の撹拌室30に導き、
これを奥部の土砂排出口36から排土管37に導いて、
発進側28へ搬出する。
Then, the towing jack 8 is operated to pull the towing wire 9 to the arrival side 6 and the excavating motor 3
1 and a vacuum pump (not shown) are driven. In this way, the drive shaft 33 is driven, the cutter head 35 and the screw auger 34 rotate, excavating the ground 1 around the face, guiding the excavated earth and sand to the stirring chamber 30 of the inner shell 12,
This is guided from the earth and sand discharge port 36 at the back to the discharge pipe 37,
It is carried out to the starting side 28.

【0036】このような掘削と同時に、内殻12が牽引
ワイヤ9に引かれて到達側6へ移動し、その前端部が先
導側の外殻11の当接片14に係合して、該外殻11を
押し動かし、その後端部に連結した埋設部材10を同方
向へ引き動かす。この場合、ボルトボックス16は内側
に突設され、外殻11と埋設部材10の周面は平坦に形
成されているから、ボルトボックス16を外側に突設し
たものに比べて、上記牽引時の抵抗を低減し、牽引ジャ
ッキ8の負担を軽減できる。
Simultaneously with such excavation, the inner shell 12 is pulled by the pulling wire 9 and moves to the arrival side 6, and the front end of the inner shell 12 is engaged with the contact piece 14 of the outer shell 11 on the leading side. The outer shell 11 is pushed and the embedded member 10 connected to the rear end is pulled in the same direction. In this case, the bolt box 16 is protruded inward, and the outer shell 11 and the buried member 10 are formed to have a flat peripheral surface. Resistance can be reduced, and the burden on the towing jack 8 can be reduced.

【0037】こうして、外殻11と埋設部材10と内殻
12とが一体に移動し、これに牽引ワイヤ27が同動
し、これらが発進側28から所定距離、つまり埋設部材
10の略長さ分移動したところで、牽引ジャッキ8の作
動と掘削モータ31および真空ポンプの作動を停止し、
外殻11の後端部に前述と同じ要領で新たな埋設部材1
0を接続し、この後牽引ジャッキ8等の作動を再開す
る。以後、外殻11が到達側6へ到達するまで、掘削と
埋設部材10の接続を繰り返す。
In this way, the outer shell 11, the embedded member 10 and the inner shell 12 move integrally, and the pulling wire 27 moves together with the outer shell 11, the predetermined distance from the starting side 28, that is, the approximate length of the embedded member 10. When it has moved, the operation of the towing jack 8 and the operation of the excavating motor 31 and the vacuum pump are stopped,
At the rear end of the outer shell 11, a new embedded member 1 is provided in the same manner as described above.
0, and then the operation of the towing jack 8 and the like is restarted. Thereafter, the excavation and the connection of the buried member 10 are repeated until the outer shell 11 reaches the arrival side 6.

【0038】このような掘削時に図2のように、切羽側
に岩石、コンクリート塊等の障害物38が出現すると、
排土量が減少し内外殻11,12の推進量が低下すると
ともに、掘削モータ31の回転速度や油圧が上昇する。
この状況は発進側28または到達側6に設けた計測器
(図示略)に検出され、そのデータに基いて例えば牽引
ジャッキ8の牽引作動を停止する。
At the time of such excavation, as shown in FIG. 2, when an obstacle 38 such as a rock or a concrete block appears on the face side,
The amount of earth removal decreases, the amount of propulsion of the inner and outer shells 11 and 12 decreases, and the rotation speed and hydraulic pressure of the excavating motor 31 increase.
This situation is detected by a measuring instrument (not shown) provided on the starting side 28 or the arrival side 6, and for example, the towing operation of the towing jack 8 is stopped based on the data.

【0039】その際、掘削用モータ31と真空ポンプ
(図示略)の駆動を所定時間続行し、撹拌室30の掘削
土砂を排出し終えたところで、それらの駆動を停止す
る。そして、発進側28に位置する牽引ワイヤ27の一
端部を、例えば発進側28に設置したウィンチ(図示
略)に接続し、該ウィンチ(図示略)を駆動する。
At this time, the driving of the excavating motor 31 and the vacuum pump (not shown) is continued for a predetermined time, and when the excavated earth and sand in the stirring chamber 30 has been discharged, the driving of the excavating motor 31 is stopped. Then, one end of the pulling wire 27 located on the starting side 28 is connected to, for example, a winch (not shown) installed on the starting side 28, and the winch (not shown) is driven.

【0040】このようにすると、牽引ワイヤ27に引か
れて、内殻12と、その内部に組み込んだ掘削モータ3
1と、スクリューオーガ34と、カッターヘッド35
と、排土管37等が外殻11に沿って発進側28へ移動
し、また内殻12に引かれて牽引ワイヤ9が外殻11内
に引き戻される。
Thus, the inner shell 12 and the excavating motor 3 incorporated therein are pulled by the pulling wire 27.
1, screw auger 34, cutter head 35
Then, the discharge pipe 37 and the like move to the starting side 28 along the outer shell 11, and are pulled by the inner shell 12 so that the pulling wire 9 is pulled back into the outer shell 11.

【0041】その際、ボルトボックス16,16の内側
を係入溝20が移動するから、内殻12の引き出しに支
障はなく、また内殻12の四隅周面が外殻11の四隅内
面に係合して、内殻12の安定した姿勢を維持する。こ
の状況は図8のようである。
At this time, since the engagement groove 20 moves inside the bolt boxes 16, 16, there is no problem in pulling out the inner shell 12, and the four corner peripheral surfaces of the inner shell 12 are engaged with the four inner corner surfaces of the outer shell 11. In combination, the stable posture of the inner shell 12 is maintained. This situation is as shown in FIG.

【0042】この場合、内殻12または外殻11と埋設
部材10の何れか一方と、排土管37にコロを取付け、
該コロを内外殻11,12と埋設部材10の周面に走行
可能に配置すれば、内殻12等を円滑かつ容易に移動で
き、また前記ウィンチの負担を軽減して、その小能力化
を図れる。
In this case, a roller is attached to either the inner shell 12 or the outer shell 11 and the buried member 10 and the discharging pipe 37,
If the rollers are arranged so as to be able to run on the inner and outer shells 11 and 12 and the peripheral surface of the buried member 10, the inner shell 12 and the like can be moved smoothly and easily, and the load on the winch can be reduced to reduce its capacity. I can do it.

【0043】こうして、内殻12等が発進側28へ引き
出されると、地山1には外殻11と埋設部材10が取り
残され、それらの内部の四隅には牽引ワイヤ9が位置
し、また外殻11と埋設部材10の内面にボルトボック
ス16が突出していて、外殻11と埋設部材10の内部
に広い空スペースが形成される。この状況は図9のよう
である。
When the inner shell 12 and the like are pulled out to the starting side 28 in this way, the outer shell 11 and the buried member 10 are left behind on the ground 1, and the pulling wires 9 are located at the four corners inside them. A bolt box 16 protrudes from the inner surfaces of the shell 11 and the embedded member 10, and a large empty space is formed inside the outer shell 11 and the embedded member 10. This situation is as shown in FIG.

【0044】このような状況の下で、作業者が適当な掘
削機器と搬送装置とを持ち込んで埋設部材10と外殻1
1の内部に入り、前記障害物38を掘り出して、これを
発進側28へ撤去する。この場合、埋設部材10と外殻
11内には前述のように広い空スペースが形成されてい
るから、作業性が良く、障害物38の撤去を円滑かつ容
易に行なえるとともに、当該作業を堅牢な埋設部材10
と外殻11の内部で行なえるから、作業の安全性を確保
できる。
Under these circumstances, an operator brings in appropriate excavating equipment and a transporting device to bury the embedding member 10 and the outer shell 1.
1, dig out the obstacle 38 and remove it to the starting side 28. In this case, since the large empty space is formed in the embedded member 10 and the outer shell 11 as described above, the workability is good, the obstacle 38 can be removed smoothly and easily, and the work is robust. Buried member 10
Can be performed inside the outer shell 11, so that the safety of work can be ensured.

【0045】そして、障害物38の撤去後、牽引ワイヤ
27をウィンチ(図示略)から取り外し、内殻12を外
殻11の発進側28の開口部に位置付け、牽引ジャッキ
8を作動して牽引ワイヤ9を引張り、内殻12とその内
部に組み込んだ掘削モータ31と、スクリューオーガ3
4と、カッターヘッド35と、排土管37等を一緒に外
殻11内へ引き入れる。
After the obstacle 38 is removed, the traction wire 27 is removed from the winch (not shown), the inner shell 12 is positioned at the opening of the start side 28 of the outer shell 11, and the traction jack 8 is operated to operate the traction wire. 9, the inner shell 12 and the excavating motor 31 incorporated therein, and the screw auger 3
4, the cutter head 35, the earth discharging pipe 37 and the like are drawn into the outer shell 11 together.

【0046】その際、ボルトボックス16の内側を係入
溝20が移動するから、内殻12の引き入れに支障はな
く、また内殻12の四隅周面が埋設部材10と外殻11
の四隅内面に係合して、内殻12の安定した姿勢を維持
する。この状況は図10のようである。
At this time, since the engagement groove 20 moves inside the bolt box 16, there is no hindrance to pulling in the inner shell 12, and the four corners of the inner shell 12 are embedded in the embedded member 10 and the outer shell 11.
To maintain the stable posture of the inner shell 12. This situation is as shown in FIG.

【0047】こうして、内殻12等が外殻11の奥部に
移動し、その先端部が当接片14の後部に当接したとこ
ろで、牽引ジャッキ8の作動を停止すれば、外殻11内
に内殻12が組み込まれ、掘削可能な状況が回復され
る。
In this manner, when the operation of the towing jack 8 is stopped when the inner shell 12 and the like have moved to the inner part of the outer shell 11 and the front end thereof has come into contact with the rear part of the abutting piece 14, the inner shell 11 The inner hull 12 is incorporated into the vessel, and the excavation situation is restored.

【0048】この後、牽引ジャッキ8を作動し、牽引用
ワイヤ9を到達側6へ牽引するとともに、掘削用モータ
31と真空ポンプ(図示略)とを駆動して、切羽の掘削
を再開する。
Thereafter, the towing jack 8 is operated to pull the towing wire 9 to the arrival side 6, and the excavating motor 31 and a vacuum pump (not shown) are driven to resume excavation of the face.

【0049】このように、本発明は切羽の障害物38の
出現に際し、内殻12とその内部に組み込んだ掘削モー
タ31と、スクリューオーガ34と、カッターヘッド3
5と、排土管37等を埋設部材10と外殻11から容易
かつ迅速に引き出し、外殻11等内に広い空スペースを
形成して、障害物38を安全で確実かつ速やかに撤去可
能にし、その撤去後は上記内殻12等を外殻11等内に
容易かつ迅速に引き入れ、地山1の掘削を速やかに再開
させている。したがって、作業時間の制約が厳しい線閉
時間での作業を強いられる線路下横断工事に好適であ
る。
As described above, according to the present invention, when the face obstacle 38 appears, the inner shell 12, the excavating motor 31 incorporated therein, the screw auger 34, and the cutter head 3
5, the earth removal pipe 37 and the like are easily and quickly pulled out from the buried member 10 and the outer shell 11, and a large empty space is formed in the outer shell 11 and the like, so that the obstacle 38 can be safely, reliably and promptly removed. After the removal, the inner shell 12 and the like are easily and quickly drawn into the outer shell 11 and the like, and the excavation of the ground 1 is promptly restarted. Therefore, the present invention is suitable for under-track crossing work in which work is required to be performed during a line closing time when the work time is severely restricted.

【0050】[0050]

【発明の効果】以上のように、請求項1の発明は、内殻
にカッターヘッドとスクリューオーガーとを一体的に装
着し、該内殻を先導管または先導管と埋設部材とに抜き
差し可能に装着したから、内殻を先導管または先導管と
埋設部材とから速やかに出し入れでき、例えば切羽側に
岩石等の障害物が出現した際、内殻を先導管または先導
管と埋設部材とから引き出し、それらの内部に広い空ス
ペースを形成して、前記障害物を安全で確実かつ速やか
に撤去し、その作業性を向上することができる。また、
内殻を外部に引き出せるようにしたから、内殻に装着し
たカッターヘッドやスクリューオーガ、および先導管や
埋設部材の整備点検を容易かつ迅速に行なえる効果があ
る。そして、障害物の撤去後は内殻を先導管または先導
管と埋設部材とに速やかに引き入れ、掘削作業を速やか
に再開可能にして、工事の円滑性と迅速性を確保するこ
とができる。
As described above, according to the first aspect of the present invention, the cutter head and the screw auger are integrally mounted on the inner shell, and the inner shell can be inserted into and removed from the leading conduit or the leading conduit and the embedded member. Since it is attached, the inner shell can be quickly taken in and out of the leading conduit or the leading conduit and the buried member, and when an obstacle such as a rock appears on the face side, the inner shell is pulled out from the leading conduit or the leading conduit and the buried member. By forming a large empty space inside them, the obstacle can be safely, reliably and promptly removed, and the workability thereof can be improved. Also,
Since the inner shell can be pulled out, the maintenance and inspection of the cutter head and screw auger attached to the inner shell, the leading conduit and the buried member can be easily and quickly performed. Then, after removing the obstacle, the inner shell is quickly drawn into the leading pipe or the leading pipe and the buried member, so that the excavation work can be promptly restarted, and the smoothness and speed of the construction can be secured.

【0051】請求項2の発明は、前記内殻の周面を先導
管または先導管と埋設部材の内面に係合可能に装着した
から、掘削時の内殻の動揺を防止し、その安定した掘削
作業を促すことができ、また障害物の出現時または障害
物の撤去後の内殻の出し入れを円滑かつ安定して行なう
ことができる。請求項3の発明は、前記内殻の先端部を
先導管の先端部に係脱可能に設け、内殻の先端部を到達
側へ牽引可能にしたから、掘削時に内殻の先端部を先導
管の先端部に係合させ、先導管または先導管と埋設部材
とを内殻に同動させて、掘削を行なうことができる。
According to the second aspect of the present invention, since the peripheral surface of the inner shell is engaged with the front pipe or the front pipe and the inner surface of the buried member, it is possible to prevent the inner shell from swaying during excavation and to stabilize the inner shell. Excavation work can be promoted, and the inner shell can be smoothly and stably taken in and out when an obstacle appears or after the obstacle is removed. In the invention of claim 3, the distal end of the inner shell is detachably provided to the distal end of the leading conduit so that the distal end of the inner shell can be pulled toward the arrival side. The excavation can be performed by engaging the leading end of the conduit and moving the leading conduit or the leading conduit and the embedded member to the inner shell.

【0052】請求項4の発明は、前記内殻の先端部と後
端部とに互いに異方向へ牽引可能な牽引ワイヤを装着し
たから、掘削時と引き出し時とで内殻を異方向へ移動で
きるとともに、前記ワイヤによって内殻の引き出しと、
その引き入れを容易かつ迅速に行なうことができる。請
求項5の発明は、先導管と埋設部材の接続部にボルトを
挿通可能なボルトボックスを内側に突設し、該ボルトボ
ックスを介して先導管と埋設部材、および埋設部材同士
を接続可能にしたから、それらの接続を実現するととも
に、先導管と埋設部材の地山における移動抵抗を低減す
ることができる。
According to a fourth aspect of the present invention, since the pulling wires which can be pulled in different directions are attached to the front end portion and the rear end portion of the inner shell, the inner shell is moved in different directions during excavation and withdrawal. As well as withdrawing the inner shell by the wire,
The pull-in can be performed easily and quickly. According to the invention of claim 5, a bolt box through which a bolt can be inserted is protruded inward at a connection portion between the leading conduit and the buried member so that the leading conduit, the buried member, and the buried member can be connected to each other via the bolt box. Therefore, the connection between them can be realized, and the movement resistance of the front pipe and the buried member in the ground can be reduced.

【0053】請求項6の発明は、前記内殻の周面に前記
ボルトボックスを受け入れ可能な係入溝を軸方向に設け
たから、内殻を先導管または先導管と埋設部材とから速
やかに抜き差しすることができる。請求項7の発明は、
前記内殻に真空ポンプに連通する排土管を装着し、掘削
土砂の排出機構を先導管と埋設部材とから引き出し可能
にしたから、先導管と埋設部材の内部に一層広い空スペ
ースを形成し、障害物の撤去作業の作業性と安全性の向
上を図れるとともに、排土管の整備点検を容易に行なう
ことができる。
According to a sixth aspect of the present invention, since the engaging groove capable of receiving the bolt box is provided in the axial direction on the peripheral surface of the inner shell, the inner shell can be quickly pulled out and inserted from the leading conduit or the leading conduit and the embedded member. can do. The invention of claim 7 is
The inner shell is equipped with a discharge pipe communicating with a vacuum pump, and the discharge mechanism for excavated earth and sand is made to be able to be pulled out from the leading pipe and the buried member, so that a wider empty space is formed inside the leading pipe and the buried member, The workability and safety of removing the obstacle can be improved, and the maintenance and inspection of the discharge pipe can be easily performed.

【0054】請求項8の発明は、内殻にカッターヘッド
とスクリューオーガーとを一体的に装着し、該内殻を先
導管または先導管と埋設部材とに抜き差し可能に装着
し、切羽側に障害物が出現した際、前記内殻を先導管ま
たは先導管と埋設部材とから引き出し、先導管または先
導管と埋設部材との内部に広い空スペースを形成し、該
スペースを介し障害物を撤去可能にしたから、障害物を
安全で確実かつ速やかに撤去できるとともに、その作業
性を向上することができる。
According to the eighth aspect of the present invention, a cutter head and a screw auger are integrally mounted on an inner shell, and the inner shell is removably mounted on a leading conduit or a leading conduit and a buried member. When an object appears, the inner shell is pulled out from the leading conduit or the leading conduit and the buried member, and a large empty space is formed inside the leading conduit or the leading conduit and the buried member, and obstacles can be removed through the space. Therefore, the obstacle can be safely, reliably and promptly removed, and the workability can be improved.

【0055】請求項9の発明は、前記内殻の先端部と後
端部とに互いに異方向へ牽引可能な牽引ワイヤを装着
し、掘削時に一方の牽引ワイヤを切羽側へ牽引し、前記
内殻の引き出し時に他方の牽引ワイヤを切羽側と反対方
向へ牽引したから、牽引ワイヤを介し内殻の出し入れを
容易かつ速やかに行なうことができる。請求項10の発
明は、障害物の撤去後、前記一方の牽引ワイヤを切羽側
へ牽引し、前記内殻を先導管または先導管と埋設部材と
の内部へ引き入れ可能にしたから、障害物の撤去後は内
殻を先導管または先導管と埋設部材とに速やかに引き入
れて、掘削作業を速やかに再開することができ、工事の
円滑性と迅速性を確保することができる。したがって、
作業時間の制約が厳しい線閉時間での作業を強いられる
線路下横断工事に好適な効果がある。
According to a ninth aspect of the present invention, a pulling wire capable of being pulled in different directions from each other is attached to a front end portion and a rear end portion of the inner shell, and one of the pulling wires is pulled toward the face during excavation. When the shell is pulled out, the other pulling wire is pulled in the direction opposite to the face side, so that the inner shell can be easily taken in and out via the pulling wire. According to the tenth aspect of the present invention, after the obstacle is removed, the one pulling wire is pulled toward the face, and the inner shell can be drawn into the front pipe or the inside of the front pipe and the buried member. After the removal, the inner shell can be quickly drawn into the leading pipe or the leading pipe and the buried member, and the excavation work can be promptly restarted, and the smoothness and speed of the construction can be secured. Therefore,
There is an effect suitable for under-track crossing work in which the work is forced to be performed during a closed time when the work time is severely restricted.

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

【図1】本発明の実施の形態を示す断面図で、線路下横
断工事の状況を示している。
FIG. 1 is a cross-sectional view showing an embodiment of the present invention, and shows a state of under-track crossing work.

【図2】本発明装置の正面図で、その掘削状況を示して
いる。
FIG. 2 is a front view of the apparatus of the present invention, showing an excavation state thereof.

【図3】本発明装置に適用した先導管の先端部の正面図
である。
FIG. 3 is a front view of a distal end portion of a front conduit applied to the apparatus of the present invention.

【図4】本発明装置に適用した先導管と埋設部材との接
続部の状況を示す斜視図である
FIG. 4 is a perspective view showing a state of a connecting portion between a leading conduit and a buried member applied to the apparatus of the present invention.

【図5】本発明装置に適用した内殻を示す斜視図であ
る。
FIG. 5 is a perspective view showing an inner shell applied to the device of the present invention.

【図6】本発明装置に適用した内殻の先端部の正面図で
ある。
FIG. 6 is a front view of a tip portion of an inner shell applied to the device of the present invention.

【図7】図4AーA線に沿う断面図である。FIG. 7 is a sectional view taken along the line AA of FIG. 4;

【図8】本発明による掘削状況を示す断面図で、切羽に
障害物が出現し、内殻を若干引き出した状況を示してい
る。
FIG. 8 is a sectional view showing an excavation situation according to the present invention, in which an obstacle appears on the face and the inner shell is slightly pulled out.

【図9】本発明による掘削状況を示す断面図で、切羽に
障害物が出現し、内殻を先導管と埋設部材とから外部へ
引き出した状況を示している。
FIG. 9 is a cross-sectional view showing an excavation situation according to the present invention, in which an obstacle appears on a face and the inner shell is drawn out from the front pipe and the buried member to the outside.

【図10】本発明による掘削状況を示す断面図で、切羽
に出現した障害物を撤去後、掘削装置を先導管と埋設部
材とに引き入れる中途状況を示している。
FIG. 10 is a cross-sectional view showing a state of excavation according to the present invention, showing a halfway state in which an excavator is pulled into a front pipe and a buried member after removing an obstacle that has appeared on a face.

【符号の説明】[Explanation of symbols]

6 地山 9,27 牽引ワイヤ 10 埋設部材 11 先導管(外殻) 12 内殻 16 ボルトボックス 18 ボルト 34 スクリューオーガー 35 カッターヘッド 34 スクリューオーガー 37 排土管 38 障害物 6 Ground 9,27 Pulling wire 10 Buried member 11 Conduit (outer shell) 12 Inner shell 16 Bolt box 18 Bolt 34 Screw auger 35 Cutter head 34 Screw auger 37 Drainage pipe 38 Obstacle

─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成11年4月2日[Submission date] April 2, 1999

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】特許請求の範囲[Correction target item name] Claims

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【特許請求の範囲】[Claims]

【手続補正2】[Procedure amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0008[Correction target item name] 0008

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0008】[0008]

【課題を解決するための手段】このため、請求項1の発
明は、先導管と内殻とを内外二重に配置し、前記先導管
の後端部に埋設部材を接続可能にし、前記内殻の内側に
カッターヘッドとスクリューオーガーとを一体的に装着
し、前記先導管を切羽側へ推進して地山を掘削可能にす
るとともに、前記内殻を先導管に対し相対移動可能にし
た掘削装置において、前記内殻に互いに異方向へ牽引可
能な牽引ワイヤを装着し、この一方の牽引ワイヤを切羽
と反対側へ牽引して、前記内殻を先導管または先導管と
埋設部材の外側へ引き出し可能にし、他方の牽引ワイヤ
を切羽側へ牽引して、前記内殻を先導管または先導管と
埋設部材の内側へ引き入れ可能にし、例えば切羽側に岩
石等の障害物が出現した際、内殻を先導管または先導管
と埋設部材とから引き出し、それらの内部に広い空スペ
ースを形成し、前記障害物を安全で確実かつ速やかに撤
去し、その作業性を向上するとともに、障害物の撤去後
は内殻を先導管または先導管と埋設部材とに速やかに引
き入れ、掘削作業を速やかに再開可能にして、工事の円
滑性と安全性および迅速性を確保し得るようにしてい
る。また、内殻と共にカッターヘッドとスクリューオー
ガーとを外部に引き出し、それらの整備点検と先導管お
よび埋設部材の整備点検を容易に行なえる。
[SUMMARY OF To this end, the invention is claimed in claim 1, arranged and lead pipe and an inner shell inside and outside dual allows connecting the embedded member to the rear end of the destination conduit, said Integrated cutter head and screw auger inside shell
The tip conduit is pushed toward the face to excavate the ground.
And the inner shell can be relatively moved with respect to the leading conduit, and the inner shell can be pulled in different directions from each other.
Equipped with a suitable pulling wire, and
To the opposite side to bring the inner shell
It can be pulled out of the embedded member and the other pulling wire
To the face side so that the inner shell is
It is possible to pull in the inside of the buried member, for example, when an obstacle such as rock appears on the face side, pull out the inner shell from the leading conduit or the leading conduit and the buried member, forming a wide empty space inside them, Remove the obstacle safely and reliably and quickly to improve its workability, and after removing the obstacle, immediately pull the inner shell into the front pipe or the front pipe and the buried member, and resume the excavation work promptly It is made possible to ensure the smoothness, safety and speed of construction. Further, the cutter head and the screw auger are pulled out together with the inner shell, and the maintenance and inspection thereof and the maintenance and inspection of the leading pipe and the buried member can be easily performed.

【手続補正3】[Procedure amendment 3]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0009[Correction target item name] 0009

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0009】請求項2の発明は、前記内殻の先端部を先
導管の先端部に係脱可能に設け、掘削時に内殻の先端部
を先導管の先端部に係合可能にし、前記内殻の引き出し
時に内殻の先端部と先導管の先端部との係合を解除可能
にし、先導管または先導管と埋設部材に対する前記内殻
の引き出しまたは引き入れを実現し、掘削時と障害物撤
去時に容易かつ速やかに対応可能にしている。
According to a second aspect of the present invention, the tip of the inner shell is
It is provided detachably at the tip of the conduit, and when excavating, the tip of the inner shell
Can be engaged with the distal end of the front conduit, and the inner shell can be pulled out.
Sometimes the tip of the inner shell can be disengaged from the tip of the leading conduit
And the inner shell for the leading conduit or the leading conduit and the buried member
Pulling out or pulling in, excavation and obstacle removal
It is possible to respond easily and quickly when leaving.

【手続補正4】[Procedure amendment 4]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0010[Correction target item name] 0010

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0010】請求項の発明は、前記先導管と埋設部材
とを矩形断面の鋼管で構成し、それらの接続端部内面に
ボルトを挿通可能なボルトボックスを突設するととも
に、前記内殻を先導管と埋設部材の内面に係合可能な矩
形断面の鋼管で構成し、前記内殻の外周面に前記ボルト
ボックスを受け入れ可能な係入溝を軸方向に沿って形成
し、先導管と埋設部材、および埋設部材同士を接続可能
にするとともに、内殻の抜き差しを速やかに行なえるよ
うにしている。
According to a third aspect of the present invention, the front conduit and the buried member are provided.
Are made of steel pipes with a rectangular cross section, and
With a bolt box protruding that can insert bolts
In addition, the inner shell can be engaged with the front conduit and the inner surface of the buried member.
The inner shell is made of steel pipe,
Engagement groove that can receive the box is formed along the axial direction, and the front pipe and the embedded member can be connected to each other.
As well as quickly remove and insert the inner shell
I'm trying.

【手続補正5】[Procedure amendment 5]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0011[Correction target item name] 0011

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0011】請求項の発明は、先導管と内殻とを内外
二重に配置し、前記先導管の後端部に埋設部材を接続
し、内殻の内側にカッターヘッドとスクリューオーガー
とを回転可能に支持し、先導管を切羽側へ推進して地山
を掘削する掘削装置の掘削方法において、前記内殻にカ
ッターヘッドとスクリューオーガーとを一体的に装着
し、該内殻を先導管または先導管と埋設部材とに抜き差
し可能に装着し、切羽側に障害物が出現した際、前記内
殻を先導管または先導管と埋設部材とから引き出し、先
導管または先導管と埋設部材とを介して障害物を撤去可
能にし、先導管または先導管と埋設部材との内部に広い
空スペースを形成し、障害物を安全で確実かつ速やかに
撤去するとともに、その作業性を向上するようにしてい
る。
According to a fourth aspect of the present invention, the front conduit and the inner shell are formed inside and outside.
Doubly arranged and connect the buried member to the rear end of the front conduit
And the cutter head and screw auger inside the inner shell
And rotatably supported, and the leading conduit is pushed toward the face to
In the excavation method of an excavator for excavating a drill,
Head and screw auger are integrated
Then, the inner shell is inserted and removed between the leading conduit or the leading conduit and the buried member.
When an obstacle appears on the face side,
Pull out the shell from the front conduit or the front conduit and the buried member, and
Obstacles can be removed via conduit or front conduit and buried members
And wide inside the front pipe or the front pipe and the buried member
Creates an empty space and safely, reliably and quickly obstructs obstacles
Removed and improved its workability
You.

【手続補正6】[Procedure amendment 6]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0012[Correction target item name] 0012

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0012】請求項の発明は、前記内殻に互いに異方
向へ牽引可能な牽引ワイヤを装着し、掘削時に一方の牽
引ワイヤを切羽側へ牽引し、前記内殻の引き出し時に他
方の牽引用ワイヤを切羽側と反対方向へ牽引して、牽引
ワイヤを介し内殻の出し入れを容易かつ速やかに行なえ
るようにしている。
According to a fifth aspect of the present invention, the inner shell is anisotropic to each other.
Equipped with a pulling wire that can be pulled in
Pull the pulling wire toward the face, and pull out the inner
The towing wire in the opposite direction to the face
Easy and quick access to the inner shell through the wire
I am trying to.

【手続補正7】[Procedure amendment 7]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0013[Correction target item name] 0013

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0013】請求項の発明は、障害物の撤去後、前記
一方の牽引用ワイヤを切羽側へ牽引し、前記内殻を先導
管または先導管と埋設部材との内部へ引き入れ可能にし
て、障害物の撤去後は内殻を先導管または先導管と埋設
部材とに速やかに引き入れ、掘削作業を速やかに再開可
能にして、工事の円滑性と迅速性を確保するようにして
いる。
According to a sixth aspect of the present invention, after removing the obstacle, the one tow wire is pulled toward the face and the inner shell is guided.
Can be drawn into the interior of the pipe or tip conduit and the buried member
After removing the obstacle, bury the inner shell with the front pipe or the front pipe
It can be quickly pulled into the parts and digging work can be resumed promptly.
To ensure smooth and quick construction .

【手続補正8】[Procedure amendment 8]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0050[Correction target item name] 0050

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0050】[0050]

【発明の効果】以上のように、請求項1の発明は、先導
管と内殻とを内外二重に配置し、前記先導管の後端部に
埋設部材を接続可能にし、前記内殻の内側にカッターヘ
ッドとスクリューオーガーとを一体的に装着し、前記先
導管を切羽側へ推進して地山を掘削可能にするととも
に、前記内殻を先導管に対し相対移動可能にした掘削装
置において、前記内殻に互いに異方向へ牽引可能な牽引
ワイヤを装着し、この一方の牽引ワイヤを切羽と反対側
へ牽引して、前記内殻を先導管または先導管と埋設部材
の外側へ引き出し可能にし、他方の牽引ワイヤを切羽側
へ牽引して、前記内殻を先導管または先導管と埋設部材
の内側へ引き入れ可能にしたから、例えば切羽側に岩石
等の障害物が出現した際、内殻を先導管または先導管と
埋設部材とから引き出し、それらの内部に広い空スペー
スを形成し、前記障害物を安全で確実かつ速やかに撤去
し、その作業性を向上するとともに、障害物の撤去後は
内殻を先導管または先導管と埋設部材とに速やかに引き
入れ、掘削作業を速やかに再開可能にして、工事の円滑
性と安全性および迅速性を確保することができる。ま
、内殻と共にカッターヘッドやスクリューオーガー、
および先導管や埋設部材等を外部に引き出して、それら
の整備点検を容易かつ迅速に行なうことができる。
As is evident from the foregoing description, the invention of claim 1, arranged and lead pipe and an inner shell inside and outside dual allows connecting the embedded member to the rear end of the destination conduit, said inner shell Install the cutter head and screw auger integrally inside,
It is possible to excavate the ground by pushing the conduit toward the face
In an excavating device wherein the inner shell is relatively movable with respect to the leading conduit , the towing is capable of being pulled by the inner shell in different directions from each other.
Attach the wire and place one of the puller wires on the opposite side of the face.
Pulling the inner shell to the front conduit or the front conduit and the buried member
And pull the other pulling wire to the face side
Pulling the inner shell to the front conduit or the front conduit and the buried member
When an obstacle such as a rock appears on the face side, for example, when an obstacle such as a rock appears on the face side, the inner shell is pulled out from the leading pipe or the leading pipe and the buried member, and a wide empty space is formed therein, Remove obstacles safely, reliably and promptly, improve workability, and after removing obstacles,
Immediately pull the inner shell into the front pipe or the front pipe and the buried member
And excavation work can be resumed promptly,
Security, safety and speed . Also , with the inner shell, cutter head and screw auger,
Also, the leading conduit, the buried member, and the like can be pulled out to the outside so that maintenance and inspection thereof can be performed easily and quickly .

【手続補正9】[Procedure amendment 9]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0051[Correction target item name] 0051

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0051】請求項2の発明は、前記内殻の先端部を先
導管の先端部に係脱可能に設け、掘削時に内殻の先端部
を先導管の先端部に係合可能にし、前記内殻の引き出し
時に内殻の先端部と先導管の先端部との係合を解除可能
にしたから、先導管または先導管と埋設部材に対する前
記内殻の引き出しまたは引き入れを実現し、掘削時と障
害物撤去時に容易かつ速やかに対応することができる。
According to a second aspect of the present invention, the tip of the inner shell is
It is provided detachably at the tip of the conduit, and when excavating, the tip of the inner shell
Can be engaged with the distal end of the front conduit, and the inner shell can be pulled out.
Sometimes the tip of the inner shell can be disengaged from the tip of the leading conduit
The front conduit or the front conduit and the buried member
The inner shell can be pulled out or pulled in.
It is possible to respond easily and quickly when removing harmful substances.

【手続補正10】[Procedure amendment 10]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0052[Correction target item name] 0052

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0052】請求項の発明は、前記先導管と埋設部材
とを矩形断面の鋼管で構成し、それらの接続端部内面に
ボルトを挿通可能なボルトボックスを突設するととも
に、前記内殻を先導管と埋設部材の内面に係合可能な矩
形断面の鋼管で構成し、前記内殻の外周面に前記ボルト
ボックスを受け入れ可能な係入溝を軸方向に沿って形成
したから、先導管と埋設部材、および埋設部材同士を接
続可能にするとともに、内殻の抜き差しを速やかに行な
うことができる。
According to a third aspect of the present invention, the front conduit and the buried member are provided.
Are made of steel pipes with a rectangular cross section, and
With a bolt box protruding that can insert bolts
In addition, the inner shell can be engaged with the front conduit and the inner surface of the buried member.
The inner shell is made of steel pipe,
An engagement groove capable of receiving the box is formed along the axial direction, so that the leading pipe and the buried member and the buried member are connected.
As well as quickly remove and insert the inner shell.
I can.

【手続補正11】[Procedure amendment 11]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0053[Correction target item name] 0053

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0053】請求項の発明は、前記内殻にカッターヘ
ッドとスクリューオーガーとを一体的に装着し、該内殻
を先導管または先導管と埋設部材とに抜き差し可能に装
着したから、切羽側に障害物が出現した際、前記内殻を
先導管または先導管と埋設部材とか引き出し、先導管ま
たは先導管と埋設部材とを介して障害物を撤去可能に
し、先導管または先導管と埋設部材との内部に広い空ス
ペースを形成し、障害物を安全で確実かつ速やかに撤去
できるとともに、その作業性を向上することができる。
According to a fourth aspect of the present invention , a cutter is provided on the inner shell.
Head and screw auger are attached integrally, and the inner shell
Can be inserted into and removed from the front pipe or the front pipe and the buried member.
When an obstacle appears on the face side, the inner shell is
Pull out the front pipe or the front pipe and the buried member,
Obstacles can be removed via pipe or buried member
And a wide empty space inside the leading conduit or the leading conduit and the buried member.
Create a pace and remove obstacles safely, reliably and quickly
And the workability can be improved.

【手続補正12】[Procedure amendment 12]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0054[Correction target item name] 0054

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0054】請求項の発明は、前記内殻に互いに異方
向へ牽引可能な牽引ワイヤを装着し、掘削時に一方の牽
引ワイヤを切羽側へ牽引し、前記内殻の引き出し時に他
方の牽引用ワイヤを切羽側と反対方向へ牽引したから、
牽引ワイヤを介し内殻の出し入れを容易かつ速やかに行
なうことができる。
According to a fifth aspect of the present invention, the inner shell is anisotropic to each other.
Equipped with a pulling wire that can be pulled in
Pull the pulling wire toward the face, and pull out the inner
Was pulled in the opposite direction to the face side,
Easy and quick access to the inner shell through the traction wire
Can be.

【手続補正13】[Procedure amendment 13]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0055[Correction target item name] 0055

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0055】請求項の発明は、障害物の撤去後、前記
一方の牽引用ワイヤを切羽側へ牽引し、前記内殻を先導
管または先導管と埋設部材との内部へ引き入れ可能にし
たから、障害物の撤去後は内殻を先導管または先導管と
埋設部材とに速やかに引き入れ、掘削作業を速やかに再
開可能にして、工事の円滑性と迅速性を確保することが
できる。したがって、作業時間の制約が厳しい線閉時間
での作業を強いられる線路下横断工事に好適な効果があ
る。
According to a sixth aspect of the present invention, after removing the obstacle, the one tow wire is pulled toward the face, and the inner shell is guided.
Can be drawn into the interior of the pipe or tip conduit and the buried member
Therefore, after removing the obstacle, the inner shell is
Immediately pull into the buried member and resume the excavation work promptly.
It can be opened to ensure smooth and quick construction . Therefore, there is an effect suitable for under-track crossing work in which the work is forced to be performed during a line closing time where the work time is severely restricted.

フロントページの続き (72)発明者 千 々 岩 三 夫 東京都千代田区三崎町2丁目5番3号 鉄 建 建 設 株式会社内 (72)発明者 伊 藤 康 裕 東京都千代田区三崎町2丁目5番3号 鉄 建 建 設 株式会社内Continuation of the front page (72) Inventor Mitsuo Chichiiwa 2-3-5 Misakicho, Chiyoda-ku, Tokyo Iron Construction Construction Co., Ltd. (72) Inventor Yasuhiro Ito 2-chome Misakicho, Chiyoda-ku, Tokyo No. 5-3 Iron Building Construction Co., Ltd.

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】 先導管と内殻とを内外二重に配置し、前
記先導管の後端部に埋設部材を接続可能にし、内殻の内
側にカッターヘッドとスクリューオーガーとを回転可能
に支持し、先導管を切羽側へ推進して地山を掘削可能に
した掘削装置において、前記内殻にカッターヘッドとス
クリューオーガーとを一体的に装着し、該内殻を先導管
または先導管と埋設部材とに抜き差し可能に装着した掘
削装置
1. A front pipe and an inner shell are double-laid inside and outside, an embedded member can be connected to a rear end of the front pipe, and a cutter head and a screw auger are rotatably supported inside the inner shell. In a digging apparatus in which the front pipe is propelled toward the face to excavate the ground, a cutter head and a screw auger are integrally mounted on the inner shell, and the inner shell is embedded with the front pipe or the front pipe. Drilling equipment that can be inserted into and removed from components
【請求項2】 前記内殻の周面を先導管または先導管と
埋設部材の内面に係合可能に装着した請求項1記載の掘
削装置。
2. The excavator according to claim 1, wherein a peripheral surface of the inner shell is mounted so as to be engageable with an inner surface of the leading pipe or the leading pipe and the buried member.
【請求項3】 前記内殻の先端部を先導管の先端部に係
脱可能に設け、内殻の先端部を到達側へ牽引可能にした
請求項1記載の掘削装置。
3. The excavator according to claim 1, wherein a tip portion of the inner shell is detachably provided on a tip portion of the front pipe, and the tip portion of the inner shell is towable to the arrival side.
【請求項4】 前記内殻の先端部と後端部とに互いに異
方向へ牽引可能な牽引ワイヤを装着した請求項3記載の
掘削装置。
4. The excavator according to claim 3, wherein a pulling wire that can be pulled in directions different from each other is attached to a front end portion and a rear end portion of the inner shell.
【請求項5】 先導管と埋設部材の接続部にボルトを挿
通可能なボルトボックスを内側に突設し、該ボルトボッ
クスを介して先導管と埋設部材、および埋設部材同士を
接続可能にした請求項1記載の掘削装置。
5. The claim wherein a bolt box through which a bolt can be inserted is protruded inward at a connection portion between the leading conduit and the buried member, and the leading conduit, the buried member, and the buried member can be connected to each other via the bolt box. Item 7. The excavator according to Item 1.
【請求項6】 前記内殻の周面に前記ボルトボックスを
受け入れ可能な係入溝を軸方向に設けた請求項5記載の
掘削装置。
6. The excavator according to claim 5, wherein an engagement groove capable of receiving the bolt box is provided in an axial direction on a peripheral surface of the inner shell.
【請求項7】 前記内殻に真空ポンプに連通する排土管
を装着した請求項1記載の掘削装置。
7. The excavator according to claim 1, wherein a discharge pipe communicating with a vacuum pump is mounted on the inner shell.
【請求項8】 先導管と内殻とを内外二重に配置し、前
記先導管の後端部に埋設部材を接続し、内殻の内側にカ
ッターヘッドとスクリューオーガーとを回転可能に支持
し、先導管を切羽側へ推進して地山を掘削する掘削装置
の掘削方法において、前記内殻にカッターヘッドとスク
リューオーガーとを一体的に装着し、該内殻を先導管ま
たは先導管と埋設部材とに抜き差し可能に装着し、切羽
側に障害物が出現した際、前記内殻を先導管または先導
管と埋設部材とから引き出し、先導管または先導管と埋
設部材とを介して障害物を撤去可能にした掘削装置の掘
削方法。
8. A front pipe and an inner shell are double-laid inside and outside, an embedded member is connected to a rear end of the front pipe, and a cutter head and a screw auger are rotatably supported inside the inner shell. In a method of excavating an excavating device for excavating the ground by propelling a front pipe to a face side, a cutter head and a screw auger are integrally mounted on the inner shell, and the inner shell is embedded with the front pipe or the front pipe. It is attached to the member so that it can be inserted and removed, and when an obstacle appears on the face side, the inner shell is pulled out from the leading conduit or the leading conduit and the embedded member, and the obstacle is removed via the leading conduit or the leading conduit and the embedded member. Drilling method of drilling equipment made removable.
【請求項9】 前記内殻の先端部と後端部とに互いに異
方向へ牽引可能な牽引ワイヤを装着し、掘削時に一方の
牽引ワイヤを切羽側へ牽引し、前記内殻の引き出し時に
他方の牽引用ワイヤを切羽側と反対方向へ牽引する請求
項8記載の掘削装置の掘削方法。
9. A pulling wire capable of being pulled in different directions from each other is attached to a front end portion and a rear end portion of the inner shell, one of the pulling wires is pulled toward the face during excavation, and the other is pulled out when the inner shell is pulled out. 9. The excavating method for an excavator according to claim 8, wherein the towing wire is pulled in a direction opposite to the face side.
【請求項10】 障害物の撤去後、前記一方の牽引ワイ
ヤを切羽側へ牽引し、前記内殻を先導管または先導管と
埋設部材との内部へ引き入れ可能にした請求項9記載の
掘削装置の掘削方法。
10. The excavator according to claim 9, wherein, after removing the obstacle, the one pulling wire is pulled toward the face, and the inner shell can be drawn into the front pipe or the inside of the front pipe and the buried member. Drilling method.
JP10109597A 1998-04-20 1998-04-20 Drilling device and its drilling method Expired - Fee Related JP3019151B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10109597A JP3019151B2 (en) 1998-04-20 1998-04-20 Drilling device and its drilling method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10109597A JP3019151B2 (en) 1998-04-20 1998-04-20 Drilling device and its drilling method

Publications (2)

Publication Number Publication Date
JPH11303556A true JPH11303556A (en) 1999-11-02
JP3019151B2 JP3019151B2 (en) 2000-03-13

Family

ID=14514314

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10109597A Expired - Fee Related JP3019151B2 (en) 1998-04-20 1998-04-20 Drilling device and its drilling method

Country Status (1)

Country Link
JP (1) JP3019151B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101241082B1 (en) * 2012-09-12 2013-03-19 석정건설(주) Propulsion mithod of pipe for underground laying

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101241082B1 (en) * 2012-09-12 2013-03-19 석정건설(주) Propulsion mithod of pipe for underground laying

Also Published As

Publication number Publication date
JP3019151B2 (en) 2000-03-13

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