JPH0649667Y2 - Buried pipe length correction device in pipe burial equipment - Google Patents
Buried pipe length correction device in pipe burial equipmentInfo
- Publication number
- JPH0649667Y2 JPH0649667Y2 JP4761089U JP4761089U JPH0649667Y2 JP H0649667 Y2 JPH0649667 Y2 JP H0649667Y2 JP 4761089 U JP4761089 U JP 4761089U JP 4761089 U JP4761089 U JP 4761089U JP H0649667 Y2 JPH0649667 Y2 JP H0649667Y2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- buried pipe
- buried
- casing
- tip
- 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 - Fee Related
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
【考案の詳細な説明】 〔考案の目的〕 (産業上の利用分野) 本考案は管埋設装置における埋設管の長さ補正装置に関
する。DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Field of Industrial Application) The present invention relates to a buried pipe length correcting device in a pipe burying device.
(従来の技術) 地中に管を埋設する手段として、一般に埋設管の先端に
先導管を接続し、これら管の軸方向に内設されるケーシ
ングにスクリュオーガを挿入してこのスクリュオーガの
回転駆動により掘削した土砂をケーシング内を通じ後方
へ搬送して排土しつつ埋設管を押進して地中に埋入する
管埋設装置が知られている。(Prior Art) As a means for burying a pipe in the ground, generally, a front conduit is connected to the tip of the buried pipe, and a screw auger is inserted into a casing installed in the axial direction of these pipes to rotate the screw auger. 2. Description of the Related Art A pipe burying device is known in which the earth and sand excavated by driving is conveyed backward through a casing and is discharged to push an embedded pipe to bury it in the ground.
一方、近時では、上下水道、電信電話ケーブル等地下敷
設の目的から、テフロン、塩化ビニール等の軟質材料製
の小口径管の埋設施工が要求されている。On the other hand, recently, for the purpose of laying underground such as water and sewage and telegraph and telephone cables, it is required to bury a small diameter pipe made of a soft material such as Teflon and vinyl chloride.
しかしこの種の軟質管は、従来の管埋設装置により地中
に埋入すると管自体の強度上無理がある。かかることと
から、推進用油圧ジャッキの推力を刃口に与える鋼管を
継ぎ足して設けるとともに、この鋼管を被覆しかつ先端
を刃口に定着し後方の竪坑側に継ぎ足して連接するダク
トを設けて順次推進埋設し、地盤に貫設したのち鋼管を
撤去するようにして小口径で軟質な管を埋設するように
なされたものがる(特公昭59−45077号公報参照)。However, when this type of soft pipe is buried in the ground by a conventional pipe burying device, it is unreasonable in terms of the strength of the pipe itself. From this fact, a steel pipe that gives the thrust of the hydraulic jack for propulsion to the blade mouth is added and provided, and a duct that covers the steel pipe and fixes the tip to the blade mouth and connects to the vertical shaft side at the rear side is provided sequentially. There is one in which a soft pipe having a small diameter is buried by propulsion burying and penetrating the ground and then removing the steel pipe (see Japanese Patent Publication No. 59-45077).
ところで上記の装置では、駆動部による推力が常にケー
シングに掛り、このケーシングの推進により埋設管を引
張り込む構造であるため、例えば曲進に対応させるため
にケーシングに首振り構造を採用しようとしてもケーシ
ングに掛る推力によって一直線状になる習性が働いて刃
口を首振りさせることが難しく、曲進掘削を可能とする
管埋設装置とすることができない。By the way, in the above-mentioned device, since the thrust by the drive unit is always applied to the casing and the buried pipe is pulled in by propelling the casing, even if an attempt is made to adopt a swing structure for the casing to cope with bending, for example, It is difficult to swing the blade edge due to the tendency of straightening due to the thrust applied to it, and it is not possible to make a pipe burying device that enables curved excavation.
そこで本件出願人は、ケーシングを前記先導管の軸方向
中間部に接合部が位置するよう先端ケーシングと後方ケ
ーシングとに分割してこの接合部で首振り可能に接続
し、この首振り接続部により後方部位のケーシング外周
と先導管内周とを伝達部により接合してケーシングに与
えられる推力を先導管に伝達するよう形成し、埋設管の
後端を駆動部の管押部に当接させるようにした管埋設装
置を開発した。Therefore, the applicant of the present application divides the casing into a tip casing and a rear casing so that the joint portion is located at the axially intermediate portion of the leading conduit, and connects the casing so that the casing can swing. The outer periphery of the casing at the rear part and the inner periphery of the front conduit are joined by a transmission part so that the thrust applied to the casing is transmitted to the front conduit, and the rear end of the buried pipe is brought into contact with the pipe pushing part of the drive part. The pipe burying device was developed.
上記の構成により、埋設管はケーシングおよび先導管と
は力関係において無縁の状態で地中に押進され、したが
って埋設管が軟質で小口径であっても無理なく地中に埋
設してゆくことができ、またケーシングの先端は先導管
とは切離されているので、方向修正時に自由に曲進させ
ることができ、進路修正が容易かつ確実に行なえるなど
の利点を得た。With the above configuration, the buried pipe is pushed into the ground in a state of being unrelated to the casing and the leading conduit, and therefore, even if the buried pipe is soft and has a small diameter, it can be buried in the ground without difficulty. Since the tip of the casing is separated from the leading conduit, the casing can be freely bent when the direction is corrected, and the path can be corrected easily and surely.
(考案が解決しようとする課題) しかるに上記の装置においては、埋設管の推進延長が長
くなるにつれて埋設管単体の個々の長さの誤差が集積さ
れ、この集積値がプラス側になると埋設管の先端が先導
管の後端に当ることになり、埋設管をさらに押圧すると
き埋設管が座屈を起すという問題を生じる。また集積誤
差がマイナス側になると、埋設管の先端が先導管の後端
から外れてしまい、先導管に追従し得なくなるという問
題をもたらす。(Problems to be solved by the invention) However, in the above-mentioned device, as the propulsion extension of the buried pipe becomes longer, the errors in the individual lengths of the buried pipe are accumulated. The tip will hit the rear end of the leading conduit, which causes a problem that the buried pipe will buckle when the buried pipe is further pressed. Further, if the integration error is on the negative side, the front end of the buried pipe will be dislocated from the rear end of the front conduit, which causes a problem that it cannot follow the front conduit.
本考案はこれに鑑み、上記技術により生じる問題点を解
決することを課題としてなされたもので、埋設管単体の
個々の長さの誤差を吸収し、埋設管の先端が常に先導管
の所定位置におかれるようにして、埋設管の座屈や離反
を生じないようにした管埋設装置における埋設管の長さ
補正装置を提供するにある。In view of this, the present invention has been made to solve the problems caused by the above-mentioned technique, and absorbs the error in the individual length of the embedded pipe, and the tip of the embedded pipe is always located at the predetermined position of the leading pipe. Another object of the present invention is to provide a buried pipe length correcting device in a pipe burying device which prevents the buried pipe from buckling or separating.
(課題を解決するための手段) 上記従来技術が有する課題を解決する手段として本考案
は、埋設管の後端を駆動部の管押部に当接し、この埋設
管の先端に先導管の後端を軸方向に摺動可能に嵌合し、
先導管により掘削された地盤に埋設管を押入して埋設す
る管埋設装置において、前記先導管側に、埋設管の先端
と先導管との相対距離を検出する検出器を設け、この検
出器の検出信号に基づいて埋設管の後端と管押部との相
対距離を調整させる伸縮機構を設けた構成を特徴とする
ものである。(Means for Solving the Problem) As a means for solving the problems of the above-described conventional technology, the present invention is to contact the rear end of the buried pipe with the pipe pushing portion of the drive unit, and to connect the tip of the buried pipe to the rear end of the front conduit. Fit the end slidably in the axial direction,
In a pipe burying device for pushing and burying a buried pipe in the ground excavated by a leading conduit, on the leading conduit side, a detector for detecting the relative distance between the tip of the buried pipe and the leading conduit is provided, and this detector The present invention is characterized in that an expansion / contraction mechanism is provided for adjusting the relative distance between the rear end of the buried pipe and the pipe pushing portion based on the detection signal.
(作用) 埋設管の埋設作業中、埋設管の先端と先導管との相対距
離は位置検出器により常に検出され、その相対距離が許
容範囲を越えると伸縮機構を作動して埋設管の後端と駆
動部の管押部との距離が調整され、前記埋設管の先端が
先導管の所定位置におかれるように調整される。(Operation) During the burying work of the buried pipe, the relative distance between the tip of the buried pipe and the leading pipe is always detected by the position detector, and if the relative distance exceeds the allowable range, the expansion mechanism operates and the rear end of the buried pipe is operated. And the pipe pushing portion of the drive unit are adjusted so that the tip of the buried pipe is placed at a predetermined position of the leading conduit.
(実施例) 以下、本考案を図面に示す実施例を参照して説明する。(Embodiment) Hereinafter, the present invention will be described with reference to an embodiment shown in the drawings.
管埋設装置1は、第2図に一部を断面として示すように
地表から掘削されたピット2内に固設されるベース3上
に駆動部4が進退駆動自在に設置され、この駆動部4に
ケーシング5およびそのケーシング5内に挿通されるス
クリュオーガ6が接続され、ケーシング5の先端の先導
管7の刃口8およびスクリュオーガ6の先端の掘削ヘッ
ド9により地盤10を掘削し、掘削した土砂はスクリュオ
ーガ6の羽根によりケーシング5内を後方へ送られて図
示しない排土口から排出し、地表へ搬出させるようにな
っている。In the pipe burying device 1, a drive unit 4 is installed on a base 3 fixedly installed in a pit 2 excavated from the surface of the earth so that the drive unit 4 can be moved forward and backward, as shown in FIG. Is connected to a casing 5 and a screw auger 6 inserted into the casing 5, and the ground 10 is excavated by excavating the ground 10 by a blade opening 8 of a tip conduit 7 at the tip of the casing 5 and an excavating head 9 at the tip of the screw auger 6. The earth and sand are sent backward in the casing 5 by the blades of the screw auger 6, discharged from an unillustrated earth discharge port, and carried to the surface of the earth.
駆動部4は、ケーシング5およびスクリュオーガ6に回
転を与えるモータ11、駆動部4を押進させる推進シリン
ダ12、埋設管13およびケーシング5の管端を押圧する管
押部14等を有し、この推進シリンダ12はピット2の側壁
面にそって設置される反力受15に対しシリンダ12のピス
トンロッドを伸長することにより駆動部4が前進(図に
おいて左行)されるようになっている。The drive unit 4 has a motor 11 for rotating the casing 5 and the screw auger 6, a propulsion cylinder 12 for pushing the drive unit 4, a buried pipe 13, and a pipe pushing unit 14 for pushing the pipe end of the casing 5, and the like. In this propulsion cylinder 12, the drive unit 4 is moved forward (leftward in the drawing) by extending the piston rod of the cylinder 12 with respect to the reaction force receiver 15 installed along the side wall surface of the pit 2. .
ケーシング5には、第3図に示すようにこのケーシング
5の推力を先導管7に伝達する伝達部16が固設され、こ
の伝達部16は先導管7の内周に固設された受圧部17に当
接されていてケーシング5の前進に伴ない先導管7が前
進されるように形成されている。なおこの伝達部16は単
なる当接とせず、ボルト、クランプ等により結合するよ
うにしてもよい。As shown in FIG. 3, a transmission portion 16 for transmitting the thrust of the casing 5 to the front conduit 7 is fixed to the casing 5, and the transmission portion 16 is a pressure receiving portion fixed to the inner circumference of the front conduit 7. The front conduit 7 is formed so as to be in contact with 17 and advance as the casing 5 advances. The transmission portion 16 may be connected by a bolt, a clamp, or the like, instead of being merely abutted.
先導管7の後端は埋設管13の先端の外周に嵌合され、そ
の嵌合部の隙間にはシール材18が介在されていて土砂の
侵入を防ぐようになっており、駆動部4の管押部14を通
して埋設管13に加えられる推力が先導管7には伝達され
ないように切離されている。The rear end of the front conduit 7 is fitted to the outer periphery of the front end of the buried pipe 13, and a sealing material 18 is interposed in the gap between the fitting parts to prevent intrusion of earth and sand. The thrust applied to the buried pipe 13 through the pipe pushing portion 14 is separated so as not to be transmitted to the leading conduit 7.
前記先導管7の内部には埋設管13の先端位置を検出する
検出器20が設けられている。図示の実施例では、前記受
圧部17を利用して光センサー等の検出器20が支持されて
おり、この検出器20と正対するように埋設管13の先端に
被検出面21が設けられていて、検出器20と非検出面21と
の距離Lを常に検出するようになっている。A detector 20 for detecting the tip position of the buried pipe 13 is provided inside the front conduit 7. In the illustrated embodiment, a detector 20 such as an optical sensor is supported using the pressure receiving portion 17, and a detection surface 21 is provided at the tip of the embedded pipe 13 so as to face the detector 20. Thus, the distance L between the detector 20 and the non-detection surface 21 is always detected.
一方、駆動部4の管押部14は、第4図および第5図に示
すように管押部4側に環状配置された複数本(図では3
本)の油圧シリンダ22、22、22により連結支持され、こ
の管押部14の背面に固設された複数本(図では3本)の
ガイドピン23、23、23が駆動部4に固設のガイド板24の
ガイド孔25、25、25との摺動で進退されるようにして伸
縮機構26を構成している。On the other hand, the pipe pusher 14 of the drive unit 4 is composed of a plurality of pipes (3 in FIG. 3) arranged annularly on the pipe pusher 4 side as shown in FIGS.
A plurality of (3 in the figure) guide pins 23, 23, 23 fixedly mounted on the rear surface of the pipe pushing portion 14 are fixed to the drive portion 4. The expansion / contraction mechanism 26 is configured so as to be moved forward and backward by sliding with the guide holes 25, 25, 25 of the guide plate 24.
なおここでいう埋設管13は、テフロン、塩化ビニール等
の軟質管であり、主として200〜600φ程度の小径管が対
象とされる。上記検出器20の検出結果い基づく伸縮機構
26の制御機構は、第1図にその一例を示すように検出器
20の検出信号は、比較器27に入力され、この比較器27に
より検出器20が検出した埋設管先端までの距離と予じめ
設定された許容値とを比較演算するもので、検出結果が
この許容値を超えた場合にサーボ弁28に信号が入力され
る。このサーボ弁28は、伸縮機構26の油圧シリンダ22、
22、22のロッド側および基端側にそれぞれ連通する配管
29、30とポンプ31およびタンク32への配管33、34の間に
介装され、前記距離Lが許容値より短くなったときはサ
ーボ弁28が油圧シリンダ22、22、22のロッド側に油圧を
供給する側に切換えられ、その距離が許容値になるまで
管押部14を後退させ、また距離Lが許容値より大きくな
ったときはサーボ弁28が油圧シリンダ22、22、22の基部
側に油圧を供給する位置に切換えられ、その距離が許容
値になるまで管押部14を前進させる。The buried pipe 13 referred to here is a soft pipe made of Teflon, vinyl chloride or the like, and is mainly intended for small diameter pipes of about 200 to 600φ. Stretching mechanism based on the detection result of the detector 20
The control mechanism of 26 is a detector as shown in FIG.
The detection signal of 20 is input to the comparator 27, which compares the distance to the tip of the buried pipe detected by the detector 20 by the comparator 27 with the preset allowable value. When this allowable value is exceeded, a signal is input to the servo valve 28. This servo valve 28 includes a hydraulic cylinder 22 of a telescopic mechanism 26,
Piping that communicates with the rod side and the base end side of 22, 22 respectively
When the distance L becomes shorter than the permissible value, the servo valve 28 is installed between 29, 30 and the pipes 33, 34 to the pump 31 and the tank 32, and hydraulic pressure is applied to the rod side of the hydraulic cylinders 22, 22, 22. To the supply side, and the pipe pushing portion 14 is retracted until the distance reaches the allowable value, and when the distance L becomes larger than the allowable value, the servo valve 28 causes the hydraulic cylinders 22, 22, 22 to the base side. The hydraulic pressure is switched to a position where the hydraulic pressure is supplied to the pipe pushing portion 14 and the pipe pushing portion 14 is moved forward until the distance reaches an allowable value.
なお各油圧シリンダ22、22、22を図示のように一連の配
管29、30で接続しておけば、埋設管13が偏位して特定の
油圧シリンダ22に偏荷重が作用しても、第6図(B)の
ように他の油圧シリンダ22、22が伸びてすべての油圧シ
リンダ22、22、22が等しい力で埋設管13を押すことがで
きる。図中35は埋設管13の押し力を検出する圧力センサ
で、その検出結果を押力表示器36に表示させ、作業中の
押し力を把握することができるようにしている。If each hydraulic cylinder 22, 22, 22 is connected by a series of pipes 29, 30 as shown in the figure, even if the buried pipe 13 is displaced and an unbalanced load acts on a specific hydraulic cylinder 22, As shown in FIG. 6 (B), the other hydraulic cylinders 22, 22 are extended so that all the hydraulic cylinders 22, 22, 22 can push the buried pipe 13 with equal force. Reference numeral 35 in the figure is a pressure sensor for detecting the pushing force of the buried pipe 13, and the detection result is displayed on the pushing force display 36 so that the pushing force during work can be grasped.
次に上記実施例の作用を説明する。Next, the operation of the above embodiment will be described.
第2図では先導管7が地盤10内に掘入し、新たな埋設管
13を駆動部4と地盤10内に挿入された埋設管13との間に
接続して引続き埋設作業を行なう状態時を示している。In Fig. 2, the front conduit 7 is dug into the ground 10 and a new buried pipe is installed.
It shows a state in which 13 is connected between the drive unit 4 and the buried pipe 13 inserted into the ground 10 to continue the burying work.
ここで駆動部4のモータ11を起動してスクリュオーガ6
に回転を与えながら推進シリンダ12を作動させると、ス
クリュオーガ6の先端の掘削ヘッド9および刃口8によ
り地盤10が掘削され、掘削された土砂はスクリュオーガ
6の羽根によりケーシング5内を後方へ移送されて排土
される。Here, the motor 11 of the drive unit 4 is started to start the screw auger 6
When the propulsion cylinder 12 is actuated while being rotated, the ground 10 is excavated by the excavation head 9 and the blade 8 at the tip of the screw auger 6, and the excavated earth and sand moves backward in the casing 5 by the blades of the screw auger 6. Transferred and discharged.
推進シリンダ12による駆動部4の前進により管押部14を
通じてケーシング5の後端が押されて前進し、これに伴
ないケーシング5の伝達部16が先導管7の受圧部17を押
圧することにより先導管7に推力が伝達されてケーシン
グ5と共に先導管7も等量掘削地盤10中に推進される。When the rear end of the casing 5 is pushed forward by the forward movement of the drive unit 4 by the propulsion cylinder 12 through the pipe pushing unit 14, the transmission unit 16 of the casing 5 pushes the pressure receiving unit 17 of the front conduit 7 accordingly. The thrust is transmitted to the front conduit 7, and the front conduit 7 is propelled into the excavated ground 10 in the same amount together with the casing 5.
この際、埋設管13の後端も駆動部4の管押部14を通じて
押進されるが、この埋設管13はケーシング5および先導
管7とは力の伝達関係が全くないので埋設管13のみが単
独で先導管7の進んだあとに進入することになる。At this time, the rear end of the buried pipe 13 is also pushed through the pipe pushing portion 14 of the drive unit 4. However, since the buried pipe 13 has no force transmission relationship with the casing 5 and the front conduit 7, only the buried pipe 13 is pushed. Will enter after the advance of the leading conduit 7 by itself.
それ故、埋設管13は殆ど無抵抗の状態下で地中に押入さ
れ、軟質な材質の小径管でであっても無理なく埋設する
ことができる。Therefore, the buried pipe 13 is pushed into the ground under almost no resistance, and even a small-diameter pipe made of a soft material can be buried without difficulty.
上記作業中、埋設管13の先端の被検出面21と先導管7と
の相対距離Lは検出器20により常に検出されており、そ
の距離Lが許容値を超えたときは伸縮機構26が作動して
前記距離Lが許容値になるように進出または後退して調
整がなされる。During the above work, the relative distance L between the surface to be detected 21 at the tip of the buried pipe 13 and the front conduit 7 is constantly detected by the detector 20, and the expansion mechanism 26 operates when the distance L exceeds the allowable value. Then, adjustment is made by advancing or retracting so that the distance L becomes an allowable value.
なお位置の検出器20としてはポテンショメータまたはリ
ミットスイッチを用いてもよく、また検出器20の検出信
号により本実施例のように自動制御することのほか、検
出器20が許容値外の値を検出したとき警報を発するよう
にし、手動で油圧シリンダ22、22、22を伸縮させるよう
にしてもよい。A potentiometer or a limit switch may be used as the position detector 20, and in addition to automatic control as in the present embodiment by the detection signal of the detector 20, the detector 20 detects a value outside the allowable value. At this time, an alarm may be issued and the hydraulic cylinders 22, 22, 22 may be manually expanded and contracted.
以上説明したように本考案によれば、埋設管の先端と先
導管の後端との相対距離を常に所定の範囲内におくこと
ができるので、埋設管の先端が先導管に突き当って座屈
を起こしたり、埋設管の先端が先導管の後端から外れて
推進不能になるなどの不具合が解消され、埋設管を確実
に埋設することができる優れた効果がある。As described above, according to the present invention, since the relative distance between the tip of the buried pipe and the rear end of the front conduit can be kept within a predetermined range at all times, the tip of the buried pipe abuts against the front conduit. There is an excellent effect that the buried pipe can be reliably buried, because problems such as bending and the tip of the buried pipe being disengaged from the rear end of the leading conduit and being unable to be propelled are eliminated.
第1図は本考案の一実施例を示す構成図、第2図は本考
案を適用する管埋設装置の一例を示す一部を断面と側面
図、第3図は同要部の拡大断面図、第4図は同管押部の
伸縮機構の一例を示す一部を断面とした拡大側面図、第
5図は同油圧シリンダとガイドピンとの配置例を示す説
明図、第6図(A)、(B)は油圧シリンダによる押圧
状況を示す説明図である。 1…管埋設装置、2…ピット、3…ベース、4…駆動
部、5…ケーシング、6…スクリュオーガ、7…先導
管、8…刃口、9…掘削ヘッド、11…モータ、12…推進
シリンダ、13…埋設管、14…管押部、16…伝達部、17…
受圧部、20…検出器、21…被検出面、22…油圧シリン
ダ、23…ガイドピン、26…伸縮機構。FIG. 1 is a configuration diagram showing an embodiment of the present invention, FIG. 2 is a partial sectional view and a side view showing an example of a pipe burying device to which the present invention is applied, and FIG. 3 is an enlarged sectional view of the main part thereof. FIG. 4 is an enlarged side view with a partial cross section showing an example of an expansion and contraction mechanism of the pipe pushing portion, FIG. 5 is an explanatory view showing an example of arrangement of the hydraulic cylinder and guide pins, and FIG. 6 (A). , (B) are explanatory views showing a pressing state by the hydraulic cylinder. DESCRIPTION OF SYMBOLS 1 ... Pipe burying device, 2 ... Pit, 3 ... Base, 4 ... Drive part, 5 ... Casing, 6 ... Screw auger, 7 ... Tip conduit, 8 ... Blade, 9 ... Drilling head, 11 ... Motor, 12 ... Propulsion Cylinder, 13 ... Buried pipe, 14 ... Pipe pushing part, 16 ... Transmission part, 17 ...
Pressure receiving part, 20 ... Detector, 21 ... Detected surface, 22 ... Hydraulic cylinder, 23 ... Guide pin, 26 ... Expansion / contraction mechanism.
Claims (1)
この埋設管の先端に先導管の後端を軸方向に摺動可能に
嵌合し、先導管により掘削された地盤に埋設管を押入し
て埋設する管埋設装置において、前記先導管側に、埋設
管の先端と先導管との相対距離を検出する検出器を設
け、この検出器の検出信号に基づいて埋設管の後端と管
押部との相対距離を調整させる伸縮機構を設けてなる管
埋設装置における埋設管の長さ補正装置。1. A rear end of an embedded pipe is brought into contact with a pipe pushing portion of a drive portion,
In the pipe burying device for fitting the rear end of the front conduit slidably in the axial direction to the tip of this buried pipe, and burying the buried pipe by pushing the buried pipe into the ground excavated by the front conduit, on the front conduit side, A detector for detecting the relative distance between the tip of the buried pipe and the leading conduit is provided, and an expansion / contraction mechanism is provided for adjusting the relative distance between the rear end of the buried pipe and the pipe pushing portion based on the detection signal of this detector. A buried pipe length correction device for a pipe burying device.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4761089U JPH0649667Y2 (en) | 1989-04-21 | 1989-04-21 | Buried pipe length correction device in pipe burial equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4761089U JPH0649667Y2 (en) | 1989-04-21 | 1989-04-21 | Buried pipe length correction device in pipe burial equipment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02139997U JPH02139997U (en) | 1990-11-22 |
JPH0649667Y2 true JPH0649667Y2 (en) | 1994-12-14 |
Family
ID=31563688
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4761089U Expired - Fee Related JPH0649667Y2 (en) | 1989-04-21 | 1989-04-21 | Buried pipe length correction device in pipe burial equipment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0649667Y2 (en) |
-
1989
- 1989-04-21 JP JP4761089U patent/JPH0649667Y2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH02139997U (en) | 1990-11-22 |
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