JPH0260838B2 - - Google Patents
Info
- Publication number
- JPH0260838B2 JPH0260838B2 JP62228140A JP22814087A JPH0260838B2 JP H0260838 B2 JPH0260838 B2 JP H0260838B2 JP 62228140 A JP62228140 A JP 62228140A JP 22814087 A JP22814087 A JP 22814087A JP H0260838 B2 JPH0260838 B2 JP H0260838B2
- Authority
- JP
- Japan
- Prior art keywords
- tube
- outer tube
- pipe
- inner tube
- distal end
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は水道管などの管の埋設用掘削機に関す
る。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to an excavator for burying pipes such as water pipes.
(従来技術)
従来、水道管或いは排水管などを地中に埋設す
る方法として次の様なものがある。(Prior Art) Conventionally, there are the following methods for burying water pipes, drainage pipes, etc. underground.
即ち、先端に掘削カツターを備え、外周に螺旋
状の運搬羽根を備え駆動回転するスクリユーロツ
ドと、該ロツドの外周に嵌め合う内管と、この内
管を包囲する埋設管としての外管とを推進させて
地中へ送り込み、前記掘削カツターで掘削した土
砂や礫を運搬羽根により内管内を通して搬出し、
上記スクリユーロツド及び内外管が所定長さ推進
する毎に新たなロツド及び内外管を継ぎ足して地
中へ送り込み、外管を埋設するものである。 That is, a screw rod having a cutting cutter at its tip and a spiral conveying blade on its outer periphery that is driven and rotates, an inner pipe that fits around the outer periphery of the rod, and an outer pipe as a buried pipe that surrounds this inner pipe. The soil and gravel excavated by the excavation cutter are carried out through the inner pipe by the transport blade,
Every time the screw rod and the inner and outer tubes advance a predetermined length, new rods and inner and outer tubes are added and sent underground, and the outer tube is buried.
(発明が解決しようとする問題点)
ところで、管の埋設地の地層は殆ど均一でな
く、岩石や礫層などがある場合が多い。(Problems to be Solved by the Invention) By the way, the geological strata at the site where the pipe is buried are hardly uniform, and often include rock or gravel layers.
この様な岩石や礫層を掘削する場合、掘削カツ
ターが種々の方向へ逃げてその方向性が定まら
ず、真直ぐに掘削することは殆ど不可能である。 When excavating such rock or gravel layers, the excavation cutter runs away in various directions and its direction is not determined, making it almost impossible to excavate straight.
しかして、上記掘削の曲がりを生じたまま外管
を推進させると、その推進方向に狂いを生じて推
進抵抗が著しく増大し、作業効率の低下を招くと
共に埋設された外管に不要な外圧が残り、外管の
強度上に問題を生じることがある。 However, if the outer pipe is propelled with the above-mentioned bend in the excavation, the direction of its propulsion will be distorted and the propulsion resistance will increase significantly, leading to a decrease in work efficiency and unnecessary external pressure being applied to the buried outer pipe. Otherwise, problems may arise in the strength of the outer tube.
更に、外管が定点に達しないだけでなく、他の
埋設物を破損して不測の事故を発生する惧れもあ
る。 Furthermore, there is a risk that not only the outer pipe will not reach the fixed point, but also that other buried objects may be damaged and an unexpected accident may occur.
本発明の目的とする処は外管の直進性を確保せ
んとするとともに掘削の曲がりが生じた場合に、
外管の推進方向の狂いを簡単に修正できるように
して、外管を真直ぐに埋設できるようにした管の
埋設用掘削機を提供することにある。 The purpose of the present invention is to ensure the straightness of the outer pipe and to prevent bending in the case of bending during excavation.
To provide a pipe burying excavator which can easily correct the deviation in the direction of propulsion of the outer pipe and bury the outer pipe straight.
(問題点を解決するための手段)
斯る本発明の管の埋設用掘削機は、水平状に配
置した案内機枠上に掘削機本体を摺動・固定自在
に設置し、この掘削機本体に内管とこの内管を包
囲する外管とを突出させ、前記内管の先端に掘削
カツターを備え、同管外周に螺旋状の運搬羽根を
備え、同管後端を、外周にスプラインを有し回転
自在かつ内管の軸方向へ摺動自在な中空状の摺動
軸に連結し、上記外管を周方向に回転させる手段
を設けるとともに外管の先端部適宜長さ区間を反
らせ、上記内管の先端部は外管先端部の反りに沿
つて回転するよう後続部分と自在継手を介して連
結し、前記継手の直後の内管内には軸芯上に発光
体を設置し、この発光体と同一軸線上に位置する
内管の後方外部には、中心点からの発光体のずれ
をみながら外管の推進方向の狂いを視測する視測
鏡を設けたことを特徴とする。(Means for Solving the Problems) The excavator for burying pipes of the present invention has an excavator main body slidably and fixedly installed on a horizontally arranged guide frame, and the excavator main body An inner tube and an outer tube surrounding the inner tube are made to protrude, a cutting cutter is provided at the tip of the inner tube, a spiral conveying blade is provided on the outer periphery of the tube, and a spline is provided on the outer periphery of the rear end of the tube. The outer tube is connected to a hollow sliding shaft which is rotatable and slidable in the axial direction of the inner tube, and is provided with means for rotating the outer tube in the circumferential direction, and the distal end of the outer tube is warped at an appropriate length, The tip of the inner tube is connected to the succeeding portion via a universal joint so as to rotate along the warp of the tip of the outer tube, and a light emitting body is installed on the axis in the inner tube immediately after the joint. A viewing mirror is provided on the rear outside of the inner tube located on the same axis as the light emitting body, for observing deviations in the direction of propulsion of the outer tube while observing the deviation of the light emitting body from the center point. .
(実施例)
本発明実施の一例を図面により説明すると、図
中1は掘削機本体、2は該本体1をガイドする案
内機枠である。(Example) An example of implementing the present invention will be described with reference to the drawings. In the drawing, 1 is an excavator main body, and 2 is a guide frame that guides the main body 1.
案内機枠2は水平状に設置された長尺状の枠体
であり、その長手方向の両縁上に夫々レール3,
3を設け、該レール3,3上に掘削機本体1を摺
動自在に載承すると共に、レール3,3には夫々
所定の間隔毎に定置ピン孔29を設け、該孔29
に定置ピン28,28を嵌合させて掘削機本体1
を固定できるようにする。 The guide frame 2 is an elongated frame installed horizontally, and rails 3 and 3 are provided on both longitudinal edges thereof.
3, and the excavator main body 1 is slidably mounted on the rails 3, 3, and stationary pin holes 29 are provided at predetermined intervals in each of the rails 3, 3.
Fit the stationary pins 28, 28 to the excavator body 1.
to be able to be fixed.
上記レール3,3の一端には外管支持枠20を
固定すると共に、他端にはシリンダーロツド固定
台21を摺動、固定自在に載承する。 An outer tube support frame 20 is fixed to one end of the rails 3, 3, and a cylinder rod fixing base 21 is slidably and fixedly mounted on the other end.
前記固定台21は掘削機本体1両側に設けた油
圧シリンダー11,11のロツドに連結され、こ
の固定台21を定置ピン28で案内機枠2のレー
ル3に固定した状態で、前記油圧シリンダー11
を伸長させることにより掘削機本体1が所定量移
動される。 The fixing base 21 is connected to the rods of the hydraulic cylinders 11, 11 provided on both sides of the excavator main body 1, and with the fixing base 21 fixed to the rail 3 of the guide machine frame 2 with a fixed pin 28, the hydraulic cylinder 11
By extending the excavator body 1, the excavator main body 1 is moved by a predetermined amount.
そして、油圧シリンダー11が伸び切つた状態
で定置ピン28を抜き、同シリンダー11を収縮
させることによりシリンダーロツド固定台21が
掘削機本体1側へ引き寄せられる。 Then, when the hydraulic cylinder 11 is fully extended, the stationary pin 28 is removed and the cylinder 11 is contracted, thereby drawing the cylinder rod fixing base 21 toward the excavator main body 1 side.
この状態でシリンダーロツド固定台21を定置
ピン28で固定し油圧シリンダー11を伸長させ
れば掘削機本体1が再び移動される。 In this state, if the cylinder rod fixing base 21 is fixed with the stationary pin 28 and the hydraulic cylinder 11 is extended, the excavator main body 1 can be moved again.
掘削機本体1はその進行方向前面に外管6が嵌
め合うように受け面22を形成する。掘削機本体
1の受け面22と後面23の間にはしきり板10
を設け土砂排出室30を形成し、その底面には排
出孔12を設ける。上記しきり板10と後面23
は回転筒体13を回転自在に支持すると共に、掘
削機本体1の上部に設けた駆動機14と回転筒体
13を連係する。 The excavator main body 1 forms a receiving surface 22 on the front surface in the direction of movement so that the outer tube 6 is fitted therein. A partition plate 10 is provided between the receiving surface 22 and the rear surface 23 of the excavator main body 1.
is provided to form a sediment discharge chamber 30, and a discharge hole 12 is provided in the bottom surface of the chamber. The above-mentioned partition plate 10 and rear surface 23
supports the rotating cylinder 13 rotatably, and also links the rotating cylinder 13 with a driving machine 14 provided at the upper part of the excavator main body 1.
上記回転筒体13の内面にはスプラインを形成
し、摺動軸15の外周に形成されたスプラインと
嵌め合わせる。 A spline is formed on the inner surface of the rotating cylinder 13, and is fitted with a spline formed on the outer periphery of the sliding shaft 15.
摺動軸15は外周にスプラインを形成した中空
軸であつて、その後端を摺動可動片17に回転自
在に取り付け、その前方には内管5を固定する。 The sliding shaft 15 is a hollow shaft having a spline formed on its outer periphery, and its rear end is rotatably attached to the sliding movable piece 17, and the inner tube 5 is fixed to the front thereof.
上記可動片17はその左右両端に油圧シリンダ
ー32のロツド32′を連結し、該ロツド32′の
伸縮動によつて可動片17及び摺動軸15を介し
内管5が外管6内を摺動するようにする。 The movable piece 17 has rods 32' of a hydraulic cylinder 32 connected to its left and right ends, and the expansion and contraction of the rods 32' causes the inner tube 5 to slide inside the outer tube 6 via the movable piece 17 and the sliding shaft 15. make it move.
次に外管6を説明すれば、先ずその後端を受け
面22にて支持すると共に、その先端部は外管支
持枠20内に設けた支持環24に摺動固定自在に
支持する。 Next, the outer tube 6 will be explained. First, the rear end is supported by the receiving surface 22, and the distal end thereof is slidably supported by a support ring 24 provided in the outer tube support frame 20.
上記支持環24は開閉シリンダー25により開
閉動するようにし、外管6の推進時は開いてい
る。 The support ring 24 is opened and closed by an opening/closing cylinder 25, and is open when the outer tube 6 is propelled.
また、支持環24は開閉シリンダー25により
閉じられた状態で、その両側に設けた偏位シリン
ダー26,26を作動させることにより、外管6
を周方向に回動させるようになつている。 Further, while the support ring 24 is closed by the opening/closing cylinder 25, the outer tube 6 can be opened by operating the deflection cylinders 26, 26 provided on both sides of the support ring 24.
It is designed to rotate in the circumferential direction.
外管6先端部において前記支持環24で支持さ
れた部位より先の長さ区間は、折曲部6′を介し
て小さな角度だけ折曲げ反りを形成する。 A length section beyond the portion supported by the support ring 24 at the distal end of the outer tube 6 is bent by a small angle via a bent portion 6'.
この反りを形成する手段は前記折曲に限らず外
管6先端部を大きな曲率で湾曲させてもよい。 The means for forming this warp is not limited to the above-mentioned bending, and the distal end portion of the outer tube 6 may be curved with a large curvature.
次に内管5について述べれば、内管5はその先
端に掘削カツター4を設けると共に、外周には螺
旋状の運搬羽根5′を設けてあり、外管6内に嵌
め合つて前記駆動機14から回転筒体13及び摺
動軸15を介して伝達される動力で駆動回転する
とともに油圧シリンダー32,32により軸方向
へ摺動自在である。 Next, regarding the inner tube 5, the inner tube 5 is provided with an excavation cutter 4 at its tip, and is provided with a spiral conveying blade 5' on its outer periphery, which is fitted into the outer tube 6 and is connected to the driver 14. It is driven and rotated by the power transmitted from the rotating cylinder 13 and the sliding shaft 15, and is slidable in the axial direction by the hydraulic cylinders 32, 32.
内管5の先端部は後続部分とは別途に先端部材
4′で構成し、該部材4′を後続部分に自在継手7
を介して連結してなり、前記継手7と外管6の折
曲部6′とを一致させて先端部材4′が外管6先端
部の反りに沿つて回転するようにする。 The distal end of the inner tube 5 is constituted by a distal end member 4' separate from the trailing part, and the member 4' is connected to the trailing part by a universal joint 7.
The joint 7 and the bent portion 6' of the outer tube 6 are aligned so that the tip member 4' rotates along the warp of the tip of the outer tube 6.
前記運搬羽根5′は掘削カツター4で掘削した
土砂や礫を外管6内を通して搬送し、排出室30
及び排出孔12を介して排出するものである。 The conveying blade 5' conveys the earth and gravel excavated by the excavation cutter 4 through the outer pipe 6, and transfers it to the discharge chamber 30.
and is discharged through the discharge hole 12.
また、上記継手7の直後における内管5内には
発光体8を軸芯上に設置すると共に、この発光体
8と同一軸線上に位置する内管5の後方外部に
は、発光体8を監視して中心点からのずれを視測
鏡9を設ける。 Further, a light emitting body 8 is installed on the axis in the inner tube 5 immediately after the joint 7, and a light emitting body 8 is installed on the rear outside of the inner tube 5 located on the same axis as the light emitting body 8. A viewing mirror 9 is provided to monitor the deviation from the center point.
次に、上記実施例の掘削機を用いて行う外管6
の埋設作業を第4図乃至第8図により説明する。 Next, the outer pipe 6 is carried out using the excavator of the above embodiment.
The burying work will be explained with reference to FIGS. 4 to 8.
先ず、内管5及び掘削カツター4を回転させな
がら油圧シリンダー11,11により掘削機本体
1を移動させ、内管5及び外管6を推進させて第
4図に示す準備状態から掘削を開始する。 First, the excavator main body 1 is moved by the hydraulic cylinders 11, 11 while rotating the inner tube 5 and the excavation cutter 4, and the inner tube 5 and the outer tube 6 are propelled to start excavation from the prepared state shown in FIG. 4. .
掘削作業は内管5を駆動機14により回転さ
せ、かつ油圧シリンダー32により前進させなが
らカツター4を外管6より先行させて掘削した
後、その先行状態を維持し回転させたままシリン
ダー11により掘削機本体1を前進させて内管5
及び外管6を推進させる(第5図)。 In the excavation work, the inner pipe 5 is rotated by the drive machine 14 and moved forward by the hydraulic cylinder 32, and the cutter 4 is moved in advance of the outer pipe 6 to excavate, and then the cutter 4 is excavated by the cylinder 11 while maintaining the leading state and rotating. Move the machine body 1 forward and remove the inner tube 5.
and propels the outer tube 6 (FIG. 5).
上記カツター4の先行作業によつて、外管6の
進行前面部の土砂、礫を多量に掘削排除すること
により、その周辺の自然地盤は圧密度を失い外管
6の反り部に対する反力が小さくなる。 Due to the preceding work of the cutter 4, by excavating and removing a large amount of earth and gravel from the front of the outer pipe 6, the surrounding natural ground loses its compactness and the reaction force against the warped part of the outer pipe 6 is reduced. becomes smaller.
また外管6は先端部に僅少の反りを設けてはあ
るが全体は剛体でありその基部は周辺の土砂で圧
密せられているから管の反り面が受ける反力と自
然地盤の反力と均衡するとき外管6は直進する。
このように剛体である外管6の反り面の受ける曲
り傾向は地盤の反力の強弱によるもので、この二
つの力を均衡させて外管を直進させるため掘削カ
ツター4を外管6より先行させる。しかしこのよ
うな機構を備えていても不均一なる地盤は予測が
できないので、しばしば曲りを発生する。 In addition, although the outer pipe 6 has a slight warp at its tip, it is a rigid body as a whole, and its base is compacted with surrounding earth and sand, so the reaction force exerted on the warped surface of the pipe and the reaction force of the natural ground are When balanced, the outer tube 6 moves straight.
The bending tendency of the curved surface of the outer tube 6, which is a rigid body, is due to the strength of the reaction force of the ground.In order to balance these two forces and make the outer tube move straight, the excavation cutter 4 is moved ahead of the outer tube 6. let However, even with such a mechanism, uneven ground cannot be predicted and bends often occur.
この外管6の推進方向の曲がりは発光体8の中
心点からのずれとして視測鏡9で確認される。 This bending of the outer tube 6 in the propulsion direction is confirmed by the viewing mirror 9 as a deviation from the center point of the light emitter 8.
例えば、発光体8が上方にずれる傾向を示した
際には、先ず油圧シリンダー32により内管5を
後退又はシリンダー11により外管6を前進させ
てカツター4と外管6先端とを近接させた状態に
し(第6図)、その後に支持環24を開閉シリン
ダー25により閉じ、次いで偏位シリンダー26
を作動させて外管6を回動させ、第7図に示す如
く外管6先端部の反りを下向きにする。 For example, when the light emitter 8 shows a tendency to shift upward, first the inner tube 5 is moved back using the hydraulic cylinder 32 or the outer tube 6 is advanced using the cylinder 11 to bring the cutter 4 and the tip of the outer tube 6 closer together. (FIG. 6), then the support ring 24 is closed by the opening/closing cylinder 25, and then the deflection cylinder 26 is closed.
is operated to rotate the outer tube 6, and the tip of the outer tube 6 is bent downward as shown in FIG.
外管6先端部の反りを下向きにした後にカツタ
ー4及び外管6先端が近接したまま掘削推進する
ことにより、前記外管6の推進方向が所定の方向
に修正される(第8図)。外管6の修正完了後は
再びシリンダー32によりカツター4を先行させ
第5図と同様の状態で掘削推進する。 After the tip of the outer tube 6 is bent downward, the cutter 4 and the tip of the outer tube 6 are excavated and propelled in close proximity to each other, thereby correcting the direction of propulsion of the outer tube 6 to a predetermined direction (FIG. 8). After the adjustment of the outer tube 6 is completed, the cutter 4 is moved forward again by the cylinder 32 and excavation is propelled in the same state as shown in FIG.
この様に外管6の曲がりが生じる度にカツター
4と外管6先端を近接させるとともに外管6を回
動させてその先端を前記曲がり方向と逆方向に向
け、外管6の推進方向を所定の方向に修正しなが
ら外管6を地中へ送り込み埋設するものである。 In this way, each time the outer tube 6 bends, the cutter 4 and the tip of the outer tube 6 are brought close to each other, and the outer tube 6 is rotated so that its tip faces in the opposite direction to the bending direction, thereby changing the direction of propulsion of the outer tube 6. The outer pipe 6 is sent into the ground and buried while being corrected in a predetermined direction.
そして、1本の内管5及び外管6が所定長さ地
中へ送り込まれた後、掘削機本体1及びシリンダ
ーロツド固定台21を後退させて内外管5,6を
夫々継ぎ足し、上記作業を繰り返す。 After one inner pipe 5 and one outer pipe 6 are sent into the ground for a predetermined length, the excavator main body 1 and cylinder rod fixing base 21 are moved back, and the inner and outer pipes 5 and 6 are added, respectively, and the above-mentioned work is carried out. repeat.
本発明は以上説明した様に、外管先端部の適宜
長さ区間を反らせ、該先端部に予め後続部分とは
異なつた方向性を付与したものである。 As described above, the present invention is such that the distal end of the outer tube is warped over an appropriate length section, and the distal end is given a directionality different from that of the subsequent portion.
即ち、岩石や礫層を掘削する場合掘削の曲がり
を無くすのは殆ど不可能で、絶えず何れかの方向
に曲がりを生じるものであるから、外管先端部に
反りをつけて積極的に曲がりを生じるようにして
あれば、掘削の曲がりとそれに伴う外管の推進方
向の狂いを簡単に修正することができ、外管を真
直ぐに埋設することができるものである。 In other words, when excavating rock or gravel layers, it is almost impossible to eliminate bends in the excavation, and bends constantly occur in one direction or the other. If it is allowed to occur, the bend in the excavation and the accompanying deviation in the direction of propulsion of the outer tube can be easily corrected, and the outer tube can be buried straight.
又、内管の後端を回転自在かつ軸方向へ摺動自
在な摺動軸に連結したので、内管をその先端カツ
ターにより外管より先行させて回転前進させ掘削
することができ、その掘削孔部分に外管を推進さ
せて外管にかかる外圧を最少にし、外管の直進性
を確保することができる。 In addition, since the rear end of the inner tube is connected to a sliding shaft that is rotatable and slidable in the axial direction, the inner tube can be rotated forward and excavated using the cutter at the tip of the inner tube in advance of the outer tube. By propelling the outer tube through the hole, the external pressure applied to the outer tube can be minimized, and the straightness of the outer tube can be ensured.
従つて、埋設された外管に不要な外圧が残るこ
とがなく、外管が確実に定点に達して他の埋設物
を破損する惧れがなく、安全である。 Therefore, unnecessary external pressure does not remain in the buried outer tube, and there is no risk that the outer tube will reach a fixed point and damage other buried objects, which is safe.
依つて所期の目的を達成し得る。 Thus, the intended purpose can be achieved.
第1図は本発明掘削機を示す断面正面図、第2
図は同平面図、第3図は同左側面図、第4図乃至
第8図は管の埋設作業の工程を示す一部切欠正面
図である。
尚図中、1……掘削機本体、2……案内機枠、
3……レール、4……掘削カツター、4′……内
管先端部材、5……内管、5′……運搬羽根、6
……外管、6′……折曲部、7……自在継手、8
……発光体、9……視測鏡、15……摺動軸、2
0……外管支持枠、24……支持環、25……開
閉シリンダー、26……偏位シリンダー。
Fig. 1 is a sectional front view showing the excavator of the present invention, Fig. 2 is a cross-sectional front view showing the excavator of the present invention;
The figure is a plan view of the same, FIG. 3 is a left side view of the same, and FIGS. 4 to 8 are partially cutaway front views showing the process of burying the pipe. In the figure, 1... excavator body, 2... guide machine frame,
3...Rail, 4...Drilling cutter, 4'...Inner pipe tip member, 5...Inner pipe, 5'...Transporting blade, 6
...Outer tube, 6'...Bent part, 7...Universal joint, 8
...Light emitter, 9...Visual scope, 15...Sliding shaft, 2
0... Outer tube support frame, 24... Support ring, 25... Opening/closing cylinder, 26... Deflection cylinder.
Claims (1)
摺動・固定自在に設置し、この掘削機本体に内管
と、この内管を包囲する外管とを突出させ、前記
内管の先端に掘削カツターを備え、同管外周に螺
旋状の運搬羽根を備え、同管後端を、外周にスプ
ラインを有し回転自在かつ内管の軸方向へ摺動自
在な中空状の摺動軸に連結し、上記外管を周方向
に回転させる手段を設けるとともに外管の先端部
適宜長さ区間を反らせ、上記内管の先端部は外管
先端部の反りに沿つて回転するよう後続部分と自
在継手を介して連結し、前記継手の直後の内管内
には軸芯上に発光体を設置し、この発光体と同一
軸線上に位置する内管の後方外部には、中心点か
らの発光体のずれをみながら外管の推進方向の狂
いを視測する視測鏡を設けた管の埋設用掘削機。1. The excavator body is slidably and fixedly installed on a horizontally arranged guiding machine frame, and an inner pipe and an outer pipe surrounding the inner pipe are protruded from the excavator main body, and the inner pipe is A drilling cutter is provided at the tip, a spiral conveying blade is provided on the outer periphery of the tube, and the rear end of the tube is a hollow sliding shaft with splines on the outer periphery that is rotatable and slidable in the axial direction of the inner tube. and a means for rotating the outer tube in the circumferential direction is provided, and the distal end of the outer tube is warped at an appropriate length section, and the distal end of the inner tube is connected to a trailing portion such that the distal end of the inner tube rotates along the warp of the distal end of the outer tube. A light emitting body is installed on the axis in the inner tube immediately after the said joint, and a light emitting element is installed on the rear outside of the inner tube located on the same axis as this light emitting body, from the center point. An excavator for burying pipes equipped with a viewing mirror that visually detects deviations in the direction of propulsion of the outer pipe while observing the deviation of the light emitter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22814087A JPS63181887A (en) | 1987-09-11 | 1987-09-11 | Excavator for burying pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22814087A JPS63181887A (en) | 1987-09-11 | 1987-09-11 | Excavator for burying pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63181887A JPS63181887A (en) | 1988-07-27 |
| JPH0260838B2 true JPH0260838B2 (en) | 1990-12-18 |
Family
ID=16871845
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22814087A Granted JPS63181887A (en) | 1987-09-11 | 1987-09-11 | Excavator for burying pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63181887A (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3878903A (en) * | 1973-12-04 | 1975-04-22 | Martin Dee Cherrington | Apparatus and process for drilling underground arcuate paths |
| JPS5840154Y2 (en) * | 1978-01-25 | 1983-09-09 | 株式会社小松製作所 | Guide device for pipe burying machine |
-
1987
- 1987-09-11 JP JP22814087A patent/JPS63181887A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63181887A (en) | 1988-07-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100390374C (en) | Half shield excavator | |
| JP5384223B2 (en) | How to install pipes on natural ground | |
| JP4878990B2 (en) | Excavator and excavator using the same | |
| JP3892412B2 (en) | Shield excavator | |
| JP3439745B2 (en) | Shield excavator and method of excavating pit with shield excavator | |
| JPH0260838B2 (en) | ||
| JPS6145038B2 (en) | ||
| JP4797124B2 (en) | Excavation mechanism and machine | |
| JP3830917B2 (en) | Tunnel excavator for pipe formation | |
| JP3875230B2 (en) | Shield excavator for branch tunnel construction | |
| JP4523527B2 (en) | Tunnel excavator | |
| JP3830918B2 (en) | Tunnel excavator for pipe formation | |
| JP4347683B2 (en) | Tunnel excavator | |
| JP6546519B2 (en) | Pipe and pipe installation method | |
| JP3853325B2 (en) | How to collect and recover shield excavators | |
| JP4842650B2 (en) | Tunnel excavator | |
| JPH0240837B2 (en) | ||
| JP3716094B2 (en) | Tunnel excavator | |
| JP6546517B2 (en) | Pipe installation device | |
| JP3789572B2 (en) | Tunnel digging device and tunnel digging method | |
| JP3716093B2 (en) | Tunnel excavator and excavation method | |
| JP2863492B2 (en) | Propulsion method, excavation device and propulsion device | |
| JP3840220B2 (en) | Folded structure in shield excavator | |
| JP6546518B2 (en) | Pipe installation device | |
| JP6546516B2 (en) | Pipe installation device |