JPH03217596A - Pipe driving excavator - Google Patents

Pipe driving excavator

Info

Publication number
JPH03217596A
JPH03217596A JP2009508A JP950890A JPH03217596A JP H03217596 A JPH03217596 A JP H03217596A JP 2009508 A JP2009508 A JP 2009508A JP 950890 A JP950890 A JP 950890A JP H03217596 A JPH03217596 A JP H03217596A
Authority
JP
Japan
Prior art keywords
pipe
buried
excavator
propulsion
buried pipe
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
JP2009508A
Other languages
Japanese (ja)
Other versions
JPH0749758B2 (en
Inventor
Akira Okada
昭 岡田
Masatoshi Arai
正敏 新井
Takahiro Kimura
木村 隆廣
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Kokan Koji KK
JFE Engineering Corp
Original Assignee
Nippon Kokan Koji KK
NKK Corp
Nippon Kokan 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 Nippon Kokan Koji KK, NKK Corp, Nippon Kokan Ltd filed Critical Nippon Kokan Koji KK
Priority to JP2009508A priority Critical patent/JPH0749758B2/en
Publication of JPH03217596A publication Critical patent/JPH03217596A/en
Publication of JPH0749758B2 publication Critical patent/JPH0749758B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)
  • Earth Drilling (AREA)

Abstract

PURPOSE:To facilitate movement and placement of an excavator by constituting a pipe driving excavator of a pipe transporting truck on which a buried pipe and internal pipe are mounted and the excavator to drive the buried pipe while excavating and moving forward with a drill provided to the end of the internal pipe inserted into the buried pipe. CONSTITUTION:A buried pipe 29 mounted on a pipe transporting truck 3 is lifted by a hoist 39 to move it to a carrier roller 40, and it is transported to a carrier roller 41 of a excavator 2. After that, the rear end of the buried pipe 29 is held by a headchuck 32, and after an internal pipe 30 mounted on the pipe transporting truck 3 is transported to hold by an internal pipe holding head 32 of a pipe holding device 9, the pipe holding device 9 is lifted by a hoist 7 to load the end of the buried pipe 29 to pipe driving device 6. The buried pipe 29 and internal pipe 30 provided with a drill on the end thereof are driven into the ground by a driving cylinder 24 while holding the buried pipe 29 alternately with up and down chucks 25 and 23. According to the constitution, work efficiency can be promoted.

Description

【発明の詳細な説明】 C産業上の利用分野] この発明は非開削工法で湾曲管や直管を地中に埋設する
埋設管推進用掘削機、特に掘削作業の能率と安全性の向
上に関するものである.[従来の技術J 近年、下水道管や上水道管.ガス管等を埋設するにあた
り、交通事情や工事公害などが問題化し、開削工法が困
難になって六か−7のt−め.釡開削工法である推進工
法の採用が次第に多くなっている. この推進工法は先端にドリルを備えた内管を埋設する管
に挿入し、埋設管の先端から突出するドリルで地中を掘
削しながら埋設管を推進させる工法である.そして、埋
設箇所に河川や構造物等の障害物がある場合には、陣書
物を避けるために長平方向に湾曲した管が埋設される. 従来の推進工法においては、例えばフレーム体でやぐら
状に形成された架台の下部に搭載した管推進装置と、架
台の上部に設けたクレーン及びクレーンに取付けられ埋
設管と内管の後端部を把持するチャックを有し、掘削水
を供給する供給ホースと徘泥水を導出する導出ホースと
ドリルを駆動する圧油な供給する油圧ホースが連結され
た管把持装置とを備えた掘削機が用いられている.そし
て,埋設管を埋設するときには、まず掘削機を所定の位
置に設置し、管推進装置の正確な位置出しを行なう.次
に地上に置いた埋設管と内管の1組を管把持装置の位置
まで移動し、各管の後端部を管把持装置で把持する.そ
の後、クレーンを駆動して管把持装置を上昇させ、埋設
管と内管を吊り上げ複数のガイドリングを通して各管の
先端部が管推進装置の位置にくるようにする.そして、
埋設管と内管の先端部を管推進装置に装看した後、内管
の先端に取付けたドリルで地中を掘削しながら管推進装
置で埋設管と内管な順次地中に推進させる.なお、この
推進時には管推進装置の動作と同期させてクレーンも下
降させる.埋設管と内管を継ぎ足すときには、管把持装
置を地中に推進させた埋設管と内管の後端部から取り外
し、この管把持装置で連結する埋設管と内管の後端部を
把持する.その後,再びクレーンで管把持装置を上昇さ
せ新しい埋設管と内管を吊り上げ各管の連結部の芯出し
をした後、内管は連結部材で連結し、埋設管は溶接して
連結する.以後、引続き掘削と推進を行なう. [発明が解決しようとする課題] 従来の埋設管推進用掘削機は上記のように構成している
から、埋設管を多点に設置するために掘削機な移動する
ときに、重量がある架台.クレーン.管推進装置等を分
解して移動する必要がある.このため、掘削機の分解や
移動後の組立て、あるいは管推進装置の正確な位置出し
が容易でなく作業時間が長くかかるという短所があった
.特に湾曲した管を埋設する場合は、管の最大埋設深さ
に応じて管推進装置の位置.地表面に対する傾斜角を正
確に調整する必要があるが、その微調整が容易でなかっ
た. また、地上に置いた埋設管と内管な架台上に固定したク
レーンで吊り上げて管推進装置に装着しているため、作
業スペースが大きくなるという短所があった.また、こ
のとき管推進装置に供給ホース等の余分なホース荷重が
加えられるため、特に湾曲した管の芯出し.連結部の開
先合せが困難であった. さらに、埋設管と内管を管把持装置で把持するときに、
地上に置いた埋設管と内管を管把持装置の位置まで作業
者が運搬する必要があり、このとき管把持装置に連結さ
れた供給ホース等かたるんでいるため邪魔になり、作業
性が悪いと共に安全上も問題があった. この発明はかかる短所を解決するためになされたもので
あり、掘削機の移動.設置を容易に行なうことができる
と共に作業性も向上させることができる埋設管推進用掘
削機を得ることを目的とするものである. [課題を解決するための手段] この発明に係る埋設管推進用掘削機は、埋設管と内管な
搭載する管運搬台車と、先端にドリルを取付けた内管を
埋設管に挿入し埋設管先端から突出するドリルで掘進し
ながら埋設管を推進する掘進機とから構成されている. 掘進機は、フレーム体でやぐら状に形成され軌道上を移
動自在な架台と、架台の下部に設けられ埋設管の設置位
置.Il進方向を調整する位置・傾斜角調整装置と、位
置・傾斜角調整装置上に搭載され埋設管を把持する上部
チャックと下部チャック及び上部チャックと下部チャッ
ク間に連結された推進用シリンダとを有する管推進装置
と、管推進装置に固定された複数のローラと管推進装置
の上部に延長されたガイドアームに着脱自在に取付けら
れたガイドローラとを有する管位置決め装置と、埋設管
と内管との後端部をそれぞれ把持するヘッドチャックを
有し供給ホース.排出ホース.油圧ホースのホース群を
連結した管把持装置と、上記ホース群を収納するホース
リールと、架台の上端部に走行自在に取付けられ管把持
装置とワイヤで連結されたホイストとを備えている.管
運搬台車は掘進機に連結され、複数の埋設管と内管を搭
載し軌道上を移動自在な台車と、台車上に設けられ埋設
管と内管な吊上げて移動するホイストと、ホイストで移
動された埋設管と内管な上記掘進機にそれぞれ搬送する
管搬送装置とを備えている. [作用] この発明においては、軌道上を移動自在な掘進機と管運
搬台車とで掘削機を構成することにより、軌道を設置す
るだけで掘削機を分解することなしで移動して所定位置
に設置する. 掘削機を設置するときに、掘進機の架台下部に設けた位
置・傾斜角調整装置を調節することにより、埋設管の形
状に応じて管推進装置の位置,傾斜角等を調整する. また,管運搬台車上に搭載した埋設管と内管をホイスト
で管搬送装置に移動し、この埋設管と内管な管搬送装置
で掘進機の管把持装置の位置まで搬送して把持する.こ
のとき管把持装置に連結されたホース群はホースリール
に巻取られ、たるみはなくなっている. この管把持装置を架台の上端部に走行自在に取付けられ
ホイストで上昇させて埋設管と内管を吊上げ、管位置決
め装置で埋設管の位置決めをしながら埋設管と内管の先
端部を管推進装置に装看する. [実施例] 第l図,第2図.第3図はこの発明の一実施例に係る掘
削機を示し、第1図は掘進8l2と管運搬台車3からな
る掘削機lの全体を示す正面図、第2図は掘進機iの側
面図、第3図は掘進III2の背面図である.図に示す
ように、掘進機2はフレームでやぐら状に形成された架
台4と、架台4の下部に設けられた位置・傾斜角調整装
fl5と、位置・傾斜角調整装1i5に取付けられた管
推進装置6と、架台4の上端部に取付けられたホイスト
7にワイヤ8で連結され管把持装置9及び管把持装(l
i9に接続された掘削水を供給する供給ホースや徘泥水
を導出する排出ホース.油圧ホース等のホース群lOを
巻取り収納するホースリール11とを有する. 架台4は車輪l2を有する台車l3上に設けられ、軌道
l4上を移動できるようになっている.位置・傾斜角調
整装1i5は、第4図に示すようにベースフレームl5
と、ベースフレームl5上に回転できるように取付けら
れたターンフレームl6と、ターンフレームl6上を摺
勤するスライドフレームl7及びスライドフレームl7
に取付けられ、管推進装fi6のフレームl8の一端を
支持する軸l9と他端を支持する油圧ジャッキ20から
なる仰角HWiWa構とからなる.ベースフレ−ムl5
は、第5図に示すように架台4に固定された油圧ジャッ
キ2lを左右両端部に有し、油圧ジャッキ2lにより左
右の上下方向を調整して水平にする.この水平面上でタ
ーンフレームl6を回転して管推進装@6を回動させ、
埋設管の推進方向を定める.スライドフレームl7はタ
ーンフレームl6上を移動することによr)、フレーム
18の穴22を通って送られる埋設管の挿入位置を調整
する. 管推進装置6はフレームl8の下部に取付けられた下部
チャック23と、下部チャック23と推進用シリンダ2
4で連結された上部チャック25とを有する.この管推
進装116の下部と上部にそれぞれ間隔を調整できるよ
うに取付けられたローラ26と、フレームl8から上部
に延長されたガイドアーム27に着脱自在に取付けられ
たがイドローラ28とで管位置決め装置を構成している
.管把持装置9は、第6図に示すように埋設管29と内
管30の後端部をそれぞれ把持するヘッドチャック3l
と内管保持ヘッド32と、これらを連結するシリンダ3
3を有する.そして、管把持装置9には、第7図に示す
ようにホース固縛バンド34で複数箇所を固縛された掘
削水の供給ホース35.排泥水の排出ホース36.油圧
ホース等のホース群10が連結されている.この管把持
装[9を吊り上げるホイスト7は架台4の上端部を水平
方向に移動できるようになっている.管運搬台車3は上
記のように構成された掘進機2に連結され、第8図の側
面図に示すように埋設管29と内管30の必要数を並べ
て載匿した台車37と、台車37上のやぐら38に取付
けられ埋設管29と内管30を移動するホイスト39及
び移動した埋設管29と内管30を掘進@2に搬送する
ため第9図に示すように中央が凹状になったキャリャロ
ーラ40が例えば曲率半径40mの曲線に沿って複数個
設けられている.なお、複数のキャリアローラ40の搬
送方向に沿って掘進@2上にも複数のキャリャローラ4
lが設けられている. 次に上記のように構成された掘削機lを使用して湾曲し
た埋設管29を地中に設置する場合の動作を説明する. まず、軌道l4を計画線に沿って敷設する.この軌道l
4上に掘進8l2と管運搬台車3を走らせることにより
、所定の掘削点へ掘削磯lを移動する.その後、掘削機
lの位置・傾斜角m!Il*li5で管推進装置6のレ
ベル.上下前後の位置,傾斜角.推進方向をそれぞれ調
整して、所定の位置に管推進装11i6をセットする. 次に、管運搬台車3上に並べられた埋設管29の1本を
ホイスト39で吊り上げて第lO図に示すようにキャリ
ャローラ40まで移動する.この移動した埋設管29を
キャリャローラ40で掘進機2のキャリャローラ4lま
で搬送する.その後、掘進lll2のホイスト7に吊ら
れた管把持装置9のへッドチャック3lと搬送された埋
設管29の後端部の位置合せを行ない、埋設管29の後
端部をヘッドチャック3lで把持する.管運搬台車3上
に並べられた内管30も上記と同様に搬送して管把持装
[9の内管保持ヘッド32で把持する.このように埋設
管29と内管30を管把持装1i9で把持するときに、
管運搬台車3のホイスト39とキャリャローラ40で埋
設管29と内管30を搬送することができるから、例え
ば曲率半径40mと湾曲した埋設管29であっても簡単
に、かつ安全に搬送することができる.また、このとき
管把持装li9に連結されたホース群10がホースリー
ル11に巻取られて、ホース群lOに余分なたるみがな
いから、ホース群10が邪魔することなしに埋設管29
と内管30を把持することができる. 管把持装@9で埋設管29と内管30を把持した後、ホ
イスト7で管把持装置9を吊り上げ、第11図に示すよ
うに埋設管29をローラ26とガイドローラ28で埋設
管29の曲率半径に沿った曲線上に位置決めして、埋設
管29の先端部を管推進装置6に装看する.このとき、
ホイスト7は湾曲した埋設管29の曲率半径に応じて例
えばX方向に移動している. この状態で管推進装Il6の上部チャック25と下部チ
ャック23で交互に埋設管29を把持しながら推進用リ
ンダ24を作動させることにより埋設管29と先端にド
リルを有する内管30を地中に推進させる.この埋設管
29の推進にしたがい管把持装1i9は下降するが、こ
の下降に同期してホイスト7も架台4上で移動し、推進
する埋設管29に水平方向の余分な抵抗が加えられない
ようになっている.また、同時にホース群10も順次ホ
ースリール11に巻取られる. 埋設管29と内管30を持続するときには、既推進の埋
設管29と内管30を管把持装置9から取りはずす.そ
して、再び管運搬台車3から埋設管29と内管30を掘
進機2に搬送し、その後端部を管把持装@9で把持する
.その後、管把持装1i9を吊り上げて、埋設管29と
内管30をガイドローラ28で案内し、その先端部を管
推進装置6の手前にセットする.そして、セットした内
管30と既推進の内管30の芯出しを行ない、連結ナッ
ト等で連結した後、埋設管29を溶接により持続する.
その後、再び推進を繰り返す.そして、必要な数の埋設
管29を地中に設置した後、内管30を順次管把持装置
9とホイスト7で引き抜き、管運搬台車3に搬送してか
ら掘削機lを軌道l4上で押して次の施工場所に移動す
る. なお、上記実施例は湾曲した埋設管を設置する場合につ
いて説明したが、直管も同様にして設置することができ
る [発明の効果] この発明は以上説明したように、軌道上を移動自在な掘
進機と管運搬台車とで掘削機を構成したので、軌道を設
置するだけで掘削機を所定位置に移動することができる
から、掘削機の移動時に重量がある架台や管推進装置等
を分解する必要がなく、短時間で簡単に掘削機を移動す
ることができるとともに、管推進装置の正確な位置出し
を容易に行なうことができる. また、掘削機を設置するときに、掘進機の架台下部に設
けた位置・傾斜角調整装置により管推進装置の位置.傾
斜角等を微調整することができるから、埋設管の形状.
埋設深さ等に応じて管推進装置の位置を設定することが
でき、埋設管を所定の位置に精度よく設置することがで
きる.また、管推進装置の取付け位置を位置・傾斜角調
整装置により任意に調整することができるから,施工場
所が傾斜地であっても埋設管を埋設する位置.推進方向
を正確に設定することができる. さらに、管運搬台車上に埋設管と内管を搭載し、この埋
設管と内管なホイストと管搬送装置で掘進機に搬送する
ようにしたから、埋設管と内管の運搬.搬送を余分な労
力なしに行なうことができ、かつ小さな作業スペースで
作業を行なうことができる. また、搬送した状態で埋設管と内管を管把持装置に把持
するときに、管把持装置に連結されたホース群はホース
リールに巻取られ、たるみはなくなっているから、ホー
ス群が邪魔することなしに埋設管と内管な把持させるこ
とができ、作業性と安全性を向上させることができる. また、管把持装置を架台の上端部に走行自在に取付けら
れホイストで上昇させて埋設管と内管な吊上げ、その先
端部を管推進装置に装着するときに、余分なホース荷重
が管把持装置に加えられないから、埋設管と内管の芯出
しや連結する埋設管の開先合せを容易に行なうことがで
きる.
[Detailed Description of the Invention] C. Industrial Field of Application] This invention relates to an excavator for propulsion of buried pipes for burying curved pipes and straight pipes underground using trenchless construction methods, and particularly relates to improvements in the efficiency and safety of excavation work. It is something. [Conventional technology J In recent years, sewer pipes and water pipes. When burying gas pipes, etc., traffic conditions and construction pollution became a problem, making the cut-and-cover method difficult, and it was around 6-7 t. The propulsion method, which is an open-cut method, is increasingly being adopted. In this propulsion method, an inner pipe with a drill at the tip is inserted into the buried pipe, and the drill protruding from the tip of the buried pipe is used to excavate underground and propel the buried pipe. If there are obstacles such as rivers or structures at the burial site, a pipe curved in the long direction is buried to avoid engravings. In the conventional propulsion method, for example, a pipe propulsion device is installed at the bottom of a tower-shaped pedestal with a frame body, a crane is installed at the top of the pedestal, and a crane is attached to the crane to move the buried pipe and the rear end of the inner pipe. An excavator is used, which has a gripping chuck and is equipped with a pipe gripping device connected to a supply hose for supplying drilling water, a derivation hose for deriving wandering mud water, and a hydraulic hose for supplying pressurized oil that drives the drill. ing. When burying a buried pipe, an excavator is first installed in a predetermined position and the pipe propulsion device is accurately located. Next, move the set of buried pipe and inner pipe placed on the ground to the position of the pipe gripping device, and grip the rear end of each tube with the pipe gripping device. Then, drive the crane to raise the tube gripping device, lift the buried tubes and inner tubes, and pass them through multiple guide rings so that the tip of each tube is at the position of the tube propulsion device. and,
After the tips of the buried pipe and inner pipe are loaded into the pipe propulsion device, the drill attached to the tip of the inner tube excavates underground, and the tube propulsion device propels the buried tube and inner tube sequentially into the ground. During this propulsion, the crane is also lowered in synchronization with the operation of the tube propulsion device. When adding a buried pipe and an inner pipe, remove the pipe gripping device from the rear end of the buried pipe and inner pipe that have been propelled into the ground, and use this pipe gripping device to grip the rear end of the buried pipe and inner pipe to be connected. do. After that, the crane lifts the pipe gripping device again, lifts the new buried pipe and the inner pipe, and aligns the joints of each pipe.The inner pipes are connected using connecting members, and the buried pipes are connected by welding. After that, excavation and propulsion will continue. [Problems to be Solved by the Invention] Since the conventional excavator for propulsion of buried pipes is configured as described above, when the excavator is moved to install buried pipes at multiple points, it is necessary to use a heavy mount. .. crane. It is necessary to disassemble the tube propulsion device and move it. For this reason, it was not easy to disassemble the excavator, reassemble it after it was moved, or accurately locate the tube propulsion device, and the work took a long time. In particular, when burying a curved pipe, the position of the pipe propulsion device should be determined according to the maximum burial depth of the pipe. It is necessary to accurately adjust the inclination angle with respect to the ground surface, but fine adjustment was not easy. Another drawback was that the work space was large because the underground pipes were placed on the ground, lifted by a crane fixed on an internal pedestal, and then attached to the pipe propulsion device. Also, at this time, extra hose loads such as supply hoses are added to the tube propulsion device, so centering of curved tubes is particularly difficult. It was difficult to match the grooves of the joints. Furthermore, when gripping the buried pipe and inner pipe with the pipe gripping device,
It is necessary for workers to carry the buried pipes and inner pipes placed on the ground to the position of the pipe gripping device, and at this time, the supply hoses connected to the pipe gripping device are sagging and get in the way, resulting in poor work efficiency and problems. There were also safety issues. This invention was made to solve these shortcomings, and it is possible to move the excavator. The purpose of this invention is to provide an excavator for propulsion of buried pipes that can be easily installed and has improved workability. [Means for Solving the Problems] An excavator for propulsion of buried pipes according to the present invention includes a pipe transport cart carrying a buried pipe and an inner pipe, and an inner pipe with a drill attached to the tip inserted into the buried pipe. It consists of an excavator that propels the buried pipe while digging with a drill that protrudes from the tip. The excavator has a tower-shaped frame that is movable on a track, and a buried pipe installed at the bottom of the mount. A position/inclination angle adjustment device for adjusting the advancing direction, an upper chuck and a lower chuck that are mounted on the position/inclination angle adjustment device and grip the buried pipe, and a propulsion cylinder connected between the upper chuck and the lower chuck. a pipe positioning device having a plurality of rollers fixed to the pipe propulsion device and a guide roller detachably attached to a guide arm extending to the top of the pipe propulsion device; a buried pipe and an inner pipe; The supply hose has a head chuck that grips the rear end of the supply hose. Exhaust hose. It is equipped with a tube gripping device that connects a group of hydraulic hoses, a hose reel that stores the hose group, and a hoist that is movably attached to the upper end of a pedestal and connected to the tube gripping device with a wire. The pipe transport trolley is connected to an excavator, carries multiple buried pipes and inner pipes, and is movable on a track, and a hoist installed on the trolley that lifts and moves the buried pipes and inner pipes. The excavator is equipped with a pipe transport device that transports the underground pipes and internal pipes to the excavator. [Function] In this invention, by constructing an excavator with an excavator that can move freely on a track and a pipe carrier, the excavator can be moved to a predetermined position simply by installing the track and without disassembling the excavator. Install. When installing the excavator, the position and inclination angle of the pipe propulsion device can be adjusted according to the shape of the buried pipe by adjusting the position and inclination adjustment device installed at the bottom of the excavator's stand. In addition, the buried pipe and inner pipe mounted on the pipe carrier are moved to the pipe transport device using a hoist, and the buried pipe and inner pipe are transported to the position of the pipe gripping device of the excavation machine and gripped by the pipe transport device. At this time, the hose group connected to the tube gripping device is wound onto the hose reel, and there is no slack. This pipe gripping device is attached to the upper end of the stand so that it can move freely, and is raised by a hoist to lift the buried pipe and inner pipe, and while the pipe positioning device positions the buried pipe, the tips of the buried pipe and inner pipe are propelled. Install it on the device. [Example] Figure 1, Figure 2. Fig. 3 shows an excavator according to an embodiment of the present invention, Fig. 1 is a front view showing the entire excavator l consisting of an excavator 8l2 and a pipe transport cart 3, and Fig. 2 is a side view of the excavator i. , Figure 3 is a rear view of the excavation III2. As shown in the figure, the excavator 2 is attached to a pedestal 4 formed into a tower shape with a frame, a position/inclination angle adjustment device fl5 provided at the bottom of the pedestal 4, and a position/inclination angle adjustment device 1i5. A tube propulsion device 6 is connected to a hoist 7 attached to the upper end of the pedestal 4 by a wire 8, and a tube gripping device 9 and a tube gripping device (l
A supply hose connected to i9 that supplies drilling water and a discharge hose that brings out stray mud water. It has a hose reel 11 for winding and storing a group of hoses such as hydraulic hoses. The pedestal 4 is installed on a truck l3 having wheels l2, and is movable on a track l4. The position/inclination angle adjusting device 1i5 is attached to the base frame l5 as shown in FIG.
, a turn frame l6 rotatably mounted on the base frame l5, a slide frame l7 sliding on the turn frame l6, and a slide frame l7.
It consists of an elevation HWiWa structure consisting of a shaft l9 that supports one end of the frame l8 of the tube propulsion system fi6 and a hydraulic jack 20 that supports the other end. Base frame l5
As shown in FIG. 5, the hydraulic jacks 2l fixed to the frame 4 are provided at both left and right ends, and the hydraulic jacks 2l are used to adjust the left and right vertical directions to make it horizontal. Rotate the turn frame l6 on this horizontal plane to rotate the tube propulsion device @6,
Determine the propulsion direction of the buried pipe. The slide frame l7 moves on the turn frame l6 to adjust the insertion position of the buried pipe fed through the hole 22 of the frame 18. The tube propulsion device 6 includes a lower chuck 23 attached to the lower part of the frame l8, the lower chuck 23 and the propulsion cylinder 2.
It has an upper chuck 25 connected by 4. A tube positioning device includes rollers 26 attached to the lower and upper portions of the tube propulsion device 116 so that the spacing can be adjusted, respectively, and an idle roller 28 detachably attached to a guide arm 27 extending upward from the frame l8. It consists of The tube gripping device 9 includes a head chuck 3l that grips the rear ends of the buried tube 29 and the inner tube 30, respectively, as shown in FIG.
and the inner tube holding head 32, and the cylinder 3 that connects them.
It has 3. As shown in FIG. 7, the tube gripping device 9 is provided with an excavation water supply hose 35 which is secured at a plurality of locations with hose securing bands 34. Sludge water discharge hose 36. A group of hoses 10 such as hydraulic hoses are connected. The hoist 7 that lifts the tube gripping device [9] can move horizontally along the upper end of the pedestal 4. The pipe transport truck 3 is connected to the excavator 2 configured as described above, and as shown in the side view of FIG. A hoist 39 is attached to the upper tower 38 and moves the buried pipe 29 and inner pipe 30, and the center is concave as shown in Fig. 9 in order to transport the moved buried pipe 29 and inner pipe 30 to excavation@2. For example, a plurality of carrier rollers 40 are provided along a curve with a radius of curvature of 40 m. Note that a plurality of carrier rollers 4 are also formed on the excavation @2 along the conveyance direction of the plurality of carrier rollers 40.
l is provided. Next, the operation when installing the curved underground pipe 29 underground using the excavator I configured as described above will be explained. First, track l4 is laid along the planned line. This orbit l
The excavation rock 1 is moved to a predetermined excavation point by running the excavation 8l2 and the pipe transport cart 3 on top of the excavation point 4. After that, the position and inclination angle m of the excavator l! Level of tube propulsion device 6 with Il*li5. Vertical and frontal positions, tilt angle. Adjust the propulsion directions and set the tube propulsion device 11i6 at the predetermined position. Next, one of the buried pipes 29 arranged on the pipe carrier 3 is hoisted up by a hoist 39 and moved to a carrier roller 40 as shown in FIG. This moved underground pipe 29 is conveyed by a carrier roller 40 to a carrier roller 4l of the excavator 2. After that, the head chuck 3l of the pipe gripping device 9 suspended from the hoist 7 of the excavation lll2 is aligned with the rear end of the buried pipe 29 that has been conveyed, and the rear end of the buried pipe 29 is gripped by the head chuck 3l. .. The inner tubes 30 arranged on the tube transport cart 3 are also transported in the same manner as described above and held by the inner tube holding head 32 of the tube gripping device [9]. When gripping the buried pipe 29 and the inner pipe 30 with the pipe gripping device 1i9 in this way,
Since the buried pipe 29 and the inner pipe 30 can be transported by the hoist 39 and carrier rollers 40 of the pipe transport truck 3, even if the buried pipe 29 is curved with a radius of curvature of 40 m, for example, it can be easily and safely transported. can. In addition, at this time, the hose group 10 connected to the tube gripping device li9 is wound around the hose reel 11, and since there is no excess slack in the hose group lO, the buried pipe 29 can be held without being obstructed by the hose group 10.
and can grasp the inner tube 30. After gripping the buried pipe 29 and the inner pipe 30 with the pipe gripping device @ 9, the pipe gripping device 9 is lifted up with the hoist 7, and the buried pipe 29 is held by the rollers 26 and guide rollers 28 as shown in FIG. The distal end of the buried pipe 29 is positioned on a curved line along the radius of curvature, and the distal end of the buried pipe 29 is mounted on the pipe propulsion device 6. At this time,
The hoist 7 moves, for example, in the X direction according to the radius of curvature of the curved buried pipe 29. In this state, by operating the propulsion cylinder 24 while alternately gripping the buried pipe 29 with the upper chuck 25 and lower chuck 23 of the pipe propulsion device I16, the buried pipe 29 and the inner pipe 30 having a drill at the tip are inserted into the ground. Promote. In accordance with the propulsion of the buried pipe 29, the pipe gripping device 1i9 descends, but in synchronization with this descent, the hoist 7 also moves on the pedestal 4 to prevent unnecessary horizontal resistance from being applied to the buried pipe 29 being propelled. It has become. At the same time, the hose group 10 is also sequentially wound onto the hose reel 11. When holding the buried pipe 29 and inner pipe 30, remove the already propelled buried pipe 29 and inner pipe 30 from the pipe gripping device 9. Then, the buried pipe 29 and the inner pipe 30 are transported again from the pipe transport truck 3 to the excavator 2, and the rear end is gripped by the pipe gripping device @9. Thereafter, the tube gripping device 1i9 is lifted up, the buried tube 29 and the inner tube 30 are guided by the guide rollers 28, and the tip thereof is set in front of the tube propulsion device 6. Then, the set inner pipe 30 and the already propelled inner pipe 30 are centered, and after connecting them with a connecting nut etc., the buried pipe 29 is maintained by welding.
After that, the propulsion is repeated again. After installing the required number of buried pipes 29 underground, the inner pipes 30 are sequentially pulled out using the pipe gripping device 9 and the hoist 7, transported to the pipe transport truck 3, and then pushed by the excavator l on the track l4. Move to the next construction location. Although the above embodiment describes the case where a curved buried pipe is installed, a straight pipe can also be installed in the same manner. [Effects of the Invention] As explained above, this invention Since the excavator is composed of an excavator and a pipe carrier, the excavator can be moved to a specified position simply by installing a track, so it is not necessary to disassemble heavy mounts, pipe propulsion devices, etc. when moving the excavator. This allows the excavator to be easily moved in a short period of time, and the tube propulsion device can be easily positioned accurately. In addition, when installing the excavator, the position of the pipe propulsion device can be adjusted using the position/inclination adjustment device installed at the bottom of the excavator's mount. The shape of the buried pipe can be adjusted by finely adjusting the angle of inclination, etc.
The position of the pipe propulsion device can be set according to the burial depth, etc., and the buried pipe can be installed in a predetermined position with high precision. In addition, the installation position of the pipe propulsion device can be adjusted arbitrarily using the position/inclination angle adjustment device, so even if the construction site is on a slope, the position of the buried pipe can be adjusted. The direction of propulsion can be set accurately. Furthermore, the buried pipe and inner pipe are mounted on a pipe transport truck, and the buried pipe and inner pipe are transported to the excavator using a hoist and a pipe transport device, making it easy to transport the buried pipe and inner pipe. Transport can be carried out without extra effort, and work can be done in a small work space. In addition, when the buried pipe and inner pipe are gripped by the tube gripping device in the conveyed state, the hose group connected to the tube gripping device is wound up on the hose reel and there is no slack, so the hose group gets in the way. It can grasp buried pipes and inner pipes without any trouble, improving work efficiency and safety. In addition, when the tube gripping device is movably attached to the upper end of the mount and raised by a hoist to lift the buried pipe and the inner tube, and its tip is attached to the tube propulsion device, the excess hose load is removed from the tube gripping device. Since it is not added to the inner pipe, it is easy to center the buried pipe and the inner pipe, and to align the grooves of the connected buried pipe.

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

第l図.第2図.第3図はこの発明の実施例に係る掘削
磯示し、第1図は掘削機の全体を示す正面図、第2図は
掘進機の側面図、第3図は掘進機の背面図、第4図は掘
進機の位置・傾斜角調整装置を示す側面図、第5図は位
置・傾斜角調整装置のベースフレームの一部を示す断面
図、第6図は管把持装置を示す正面図、第7図はホース
群を示す斜視図、第8図は管運搬台車を示す側面図、第
9図は管運搬台車の設けられたキャリャローラを示す正
面図、第10図は管運搬台車の動作状態を示す説明図、
第11図は掘進機の動作状態を示す説明図である. l・・・・掘削機、2・・・・掘進機、3・・・・管運
搬台車、4・・・架台、5・・・・位置・傾斜角調整装
置、6・・・・管推進装置、7・・・・ホイスト、9・
・・・管把持装0!、10・・・・ホース群、11・・
・・ホースリール、l4・・・・軌道、29・・・・埋
設管、30・・・・内管、39・・・・ホイスト、40
.41・・・・キャリャローラ.
Figure l. Figure 2. 3 shows an excavation rock according to an embodiment of the present invention, FIG. 1 is a front view showing the entire excavator, FIG. 2 is a side view of the excavator, FIG. 3 is a rear view of the excavator, and FIG. The figure is a side view showing the position/inclination angle adjustment device of the excavator, Fig. 5 is a sectional view showing a part of the base frame of the position/inclination angle adjustment device, Fig. 6 is a front view showing the tube gripping device, and Fig. 6 is a front view showing the tube gripping device. Fig. 7 is a perspective view showing the hose group, Fig. 8 is a side view showing the pipe transport cart, Fig. 9 is a front view showing the carrier roller on which the pipe transport cart is installed, and Fig. 10 shows the operating state of the pipe transport cart. An explanatory diagram showing,
Figure 11 is an explanatory diagram showing the operating state of the excavator. l... Excavator, 2... Excavation machine, 3... Pipe transport trolley, 4... Frame, 5... Position/inclination angle adjustment device, 6... Pipe propulsion Equipment, 7... Hoist, 9.
...Tube gripping device 0! , 10... hose group, 11...
... Hose reel, l4 ... Track, 29 ... Buried pipe, 30 ... Inner pipe, 39 ... Hoist, 40
.. 41...Carrolla.

Claims (1)

【特許請求の範囲】 埋設管と内管を搭載する管運搬台車と、先端にドリルを
取付けた内管を埋設管に挿入し埋設管先端から突出する
ドリルで掘進しながら埋設管を推進する掘進機とからな
り、 上記掘進機には、フレーム体でやぐら状に形成され軌道
上を移動自在な架台と、該架台の下部に設けられ埋設管
の設置位置、推進方向を調整する位置・傾斜角調整装置
と、該位置・傾斜角調整装置上に搭載され埋設管を把持
する上部チャックと下部チャック及び上部チャックと下
部チャック間に連結された推進用シリンダとを有する管
推進装置と、該管推進装置に固定された複数のローラと
管推進装置の上部に延長されたガイドアームに着脱自在
に取付けられたガイドローラとを有する管位置決め装置
と、埋設管と内管との後端部をそれぞれ把持するヘッド
チャックを有し供給ホース、排出ホース、油圧ホースの
ホース群を連結した管把持装置と、上記ホース群を収納
するホースリールと、上記架台の上端部に走行自在に取
付けられ管把持装置とワイヤで連結されたホイストとを
備え、 上記管運搬台車は掘進機に連結され複数の埋設管と内管
を搭載し軌道上を移動自在な台車と、該台車上に設けら
れ埋設管と内管を吊上げて移動するホイストと、該ホイ
ストで移動された埋設管と内管を上記掘進機に搬送する
管搬送装置とを備えたことを特徴とする埋設管推進用掘
削機。
[Scope of Claims] A pipe transport cart carrying a buried pipe and an inner pipe, and an excavation method in which the inner pipe with a drill attached to its tip is inserted into the buried pipe, and the buried pipe is propelled while digging with a drill protruding from the tip of the buried pipe. The excavator consists of a pedestal that is formed into a tower-like frame and is movable on a track, and a pedestal installed at the bottom of the pedestal to adjust the installation position and propulsion direction of the buried pipe. A pipe propulsion device having an adjustment device, an upper chuck and a lower chuck that are mounted on the position/inclination adjustment device and grip a buried pipe, and a propulsion cylinder connected between the upper chuck and the lower chuck, and the tube propulsion device. A pipe positioning device having a plurality of rollers fixed to the device and a guide roller detachably attached to a guide arm extending to the upper part of the pipe propulsion device, and gripping the rear ends of the buried pipe and the inner pipe, respectively. a tube gripping device which has a head chuck for connecting hose groups including a supply hose, a discharge hose, and a hydraulic hose; a hose reel that stores the hose groups; a tube gripping device which is movably attached to the upper end of the mount; The pipe transport trolley is connected to an excavator and is equipped with a plurality of buried pipes and inner pipes, and is movable on a track. 1. An excavator for propulsion of buried pipes, comprising: a hoist that lifts up and moves the buried pipe; and a pipe conveyance device that conveys the buried pipes and inner pipes moved by the hoist to the excavation machine.
JP2009508A 1990-01-20 1990-01-20 Excavator for buried pipe propulsion Expired - Lifetime JPH0749758B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2009508A JPH0749758B2 (en) 1990-01-20 1990-01-20 Excavator for buried pipe propulsion

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2009508A JPH0749758B2 (en) 1990-01-20 1990-01-20 Excavator for buried pipe propulsion

Publications (2)

Publication Number Publication Date
JPH03217596A true JPH03217596A (en) 1991-09-25
JPH0749758B2 JPH0749758B2 (en) 1995-05-31

Family

ID=11722188

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2009508A Expired - Lifetime JPH0749758B2 (en) 1990-01-20 1990-01-20 Excavator for buried pipe propulsion

Country Status (1)

Country Link
JP (1) JPH0749758B2 (en)

Also Published As

Publication number Publication date
JPH0749758B2 (en) 1995-05-31

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