JPH0621995Y2 - Pipe for retracting method - Google Patents
Pipe for retracting methodInfo
- Publication number
- JPH0621995Y2 JPH0621995Y2 JP9507388U JP9507388U JPH0621995Y2 JP H0621995 Y2 JPH0621995 Y2 JP H0621995Y2 JP 9507388 U JP9507388 U JP 9507388U JP 9507388 U JP9507388 U JP 9507388U JP H0621995 Y2 JPH0621995 Y2 JP H0621995Y2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- transmission rod
- exterior
- face
- traction force
- 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
【考案の詳細な説明】 産業上の利用分野 この考案は非開削管路更新工法(P.A.P工法)などのい
わゆる牽引工法に使用される引き込み工法用管に関する
ものである。[Detailed Description of the Invention] Industrial field of use [Technical Field] The present invention relates to a pipe for a retracting method used in a so-called traction method such as a non-open cutting pipeline renewal method (PAP method).
従来の技術 第9図(A)に示すようなエアハンマを内蔵したモール
101で既設管102を破砕しつつ、モール101の先端とウイ
ンチ103を結ぶケーブル105で前方より牽引して発進坑10
6から到達坑107まで既設管路の通りに新管108を布設す
るP.A.P工法や、同図(B)に示すような先導体111の先
端と図示省略したウインチ又は油圧ジャッキを結ぶパイ
ロット管112で前方より牽引して発進坑106から到達坑10
7まで地中に新管108を布設する牽引工法が知られてお
り、このような工法に用いる新管108として、従来、例
えば第10図に示すように外径が軸方向にほぼ等しく、か
つ外面が平滑に形成されたコンクリート外装管がある。Prior Art Mall with built-in air hammer as shown in FIG. 9 (A)
While crushing the existing pipe 102 with 101, pulling from the front with a cable 105 connecting the tip of the mall 101 and the winch 103
With the PAP method of laying a new pipe 108 from 6 to the reaching pit 107 along the existing pipeline, or with the pilot pipe 112 that connects the tip of the front conductor 111 and a winch or hydraulic jack (not shown) as shown in FIG. Tow from the front to reach from departure mine 106
Up to 7 there is known a traction method of laying a new pipe 108 in the ground.As a new pipe 108 used for such a construction method, conventionally, for example, as shown in FIG. 10, the outer diameter is almost equal in the axial direction, and There is a concrete exterior pipe with a smooth outer surface.
この管108はもともと推進工法用として製作されたもの
で、前記工法に用いるときは、先行管の受口108aに後行
管の挿口108bを嵌挿するとともに、受口108aの端面と挿
口108bの外周面に設けたフランジ115とを突き合わせた
うえ、該突き合わせ部に設けたボルトナット116で連結
して接合する。This pipe 108 was originally manufactured for the propulsion method, and when used for the above-mentioned construction method, the insertion opening 108b of the trailing tube is inserted into the receiving opening 108a of the preceding pipe, and the end surface of the receiving opening 108a and the insertion opening are inserted. The flange 115 provided on the outer peripheral surface of 108b is butted, and the bolts and nuts 116 provided at the butted portion are connected and joined.
考案が解決しようとする課題 ところで、前記工法を実施するに際しては、牽引力によ
って方向修正しつつ既設管路またはパイロツト管路に沿
って新管の管路を精度よく布設する必要があるため、先
行管の受口108a側と後行管の挿口108b側の継手として、
方向修正可能な柔構造の継手(可撓性を有する継手)が
要求される。Problems to be Solved by the Invention By the way, when carrying out the above-mentioned construction method, it is necessary to accurately lay a new pipe line along the existing pipe line or the pilot line line while correcting the direction by traction force. As a joint between the receiving port 108a side and the trailing tube insertion port 108b side of
A flexible joint (flexible joint) that can correct the direction is required.
しかしながら、前記管108は屈曲が防止できるように継
手が剛構造となっているため、ボルトナット116を緩め
ることによりある程度の可撓性を得ることができても、
大きな可撓性を期待できず、したがって引き込み布設時
の方向修正が容易でなく、新管の管路を精度よく布設す
ることが難しい。また、布設後に地震等で地盤が大きく
変動した場合、管路がその地質変動に順応しにくいとい
う問題点があった。However, since the joint of the pipe 108 has a rigid structure so as to prevent bending, even if some flexibility can be obtained by loosening the bolt nut 116,
It is not possible to expect great flexibility, and therefore it is not easy to correct the direction at the time of drawing and laying, and it is difficult to lay the pipeline of the new pipe accurately. In addition, if the ground changes greatly due to an earthquake or the like after installation, there is a problem that the pipelines are difficult to adapt to the geological changes.
そこで、この考案は前記従来の管のもつ問題点を解決
し、確実な引き込み伝達ができて布設できるとともに、
布設時および布設後における管路の方向修正が容易な引
き込み工法用管を提供することを目的とする。Therefore, the present invention solves the problems of the conventional pipes described above, enables reliable pull-in transmission, and can be installed.
An object of the present invention is to provide a pipe for a pull-in method in which the direction of the pipeline can be easily corrected during and after installation.
課題を解決するための手段 前記の目的を達成するため、この考案は、前記外装管の
先行管の後端面と後行管の先端面を連結して牽引力を伝
達する牽引力伝達棒を円周方向に複数個、前記後端面又
は先端面に設けたねじ部にその一端をねじ込み固定し、
かつ先端面又は後端面に設けた係合部に軸方向および径
方向に移動可能に他端を係合して設けたことを特徴とす
る。Means for Solving the Problems In order to achieve the above-mentioned object, the present invention relates to a traction force transmission rod for transmitting a traction force by connecting a rear end face of a leading pipe of a sheath pipe and a front end face of a trailing pipe in a circumferential direction. A plurality of, one end of which is screwed and fixed to the screw portion provided on the rear end surface or the front end surface,
In addition, the other end is engaged with the engaging portion provided on the front end surface or the rear end surface so as to be movable in the axial direction and the radial direction.
作用 前記のような構成によれば、引き込み布設時にウインチ
等で前方より牽引される複数の外装管は、先行管から後
行管へ伝達棒を介して牽引力が伝達される。しかも、こ
の牽引力の伝達に際し、伝達棒の他端が軸方向および径
方向に移動可能に係合部に係合しているため、牽引力に
よる方向修正が可能な比較的大きな可撓性のある柔構造
の継手が得られ、引き込み布設時における外装管の方向
修正が容易となるとともに、布設後に地震等で地質が変
動しても布設管路はこれに充分順応する。Action According to the above configuration, the pulling force is transmitted from the leading pipe to the trailing pipe through the transmission rods of the plurality of exterior pipes that are pulled from the front by the winch or the like when the pulling-in is installed. Moreover, when transmitting the traction force, since the other end of the transmission rod is engaged with the engaging portion so as to be movable in the axial direction and the radial direction, the direction of the traction force can be corrected by a relatively large flexible soft member. A structural joint can be obtained, and the direction of the exterior pipe can be easily corrected during the pulling installation, and even if the geology changes due to an earthquake or the like after the installation, the installation pipeline can sufficiently adapt to this.
実施例 第1図において1は引き込み工法用管としての複数のコ
ンクリート外装管で、例えばダクタイル鋳鉄管から製作
される。外装管1は外径が軸方向に等しく、かつ外面が
平滑になるように外周側に軽量鋼管などのパイプ2を具
え、該パイプ2と鉄製管体3の間にはモルタルなどの外
装充填材5が充填されている。外装充填材5はパイプ2
の挿口1b側の端まで充填されておらず、挿口側の端から
所定長さだけ受口1a側に寄った位置で止まっている。外
装管1の受口1aの端面にはねじ部としてのタップ穴7が
円周方向に複数個穿設され、該タップ穴7には牽引力伝
達棒8の一端に設けたおねじ10がねじ込まれている。Embodiment 1 In FIG. 1, reference numeral 1 is a plurality of concrete exterior pipes as pipes for a pull-in method, which are manufactured from ductile cast iron pipes, for example. The outer pipe 1 has a pipe 2 such as a light-weight steel pipe on the outer peripheral side so that the outer diameter is equal in the axial direction and the outer surface is smooth, and a space between the pipe 2 and the iron pipe body 3 is an outer filling material such as mortar. 5 is filled. Exterior filler 5 is pipe 2
It is not filled up to the end on the insertion opening 1b side and stops at a position closer to the reception opening 1a side by a predetermined length from the end on the insertion opening side. A plurality of tap holes 7 as screw portions are formed in the end surface of the receiving port 1a of the outer tube 1 in the circumferential direction, and a male screw 10 provided at one end of the traction force transmitting rod 8 is screwed into the tap holes 7. ing.
一方、外装充填材5の挿口1b側端部内には伝達棒8の他
端に設けた係合球部11が係合する係合ケース12が、タッ
プ穴7と対応する位置でこれと同数、かつ同間隔で埋設
されている。係合ケース12は外周面に外装充填材5との
密接性を向上させるための突起など凹凸部を有し、かつ
その挿口1b側を向いた一端側の壁面には伝達棒8の係合
球部11以外は挿通可能であるが、係合球部11が挿通でき
なくて係合する長穴状の係合穴13が形成されている。す
なわち、第2図(A)、(B)に示すように伝達棒8の
係合球部11の外径をa、係合球部11以外の外径をb、係
合穴13の短手方向(円周方向)の巾をcとすると、a>
c>bとなっている。On the other hand, in the end portion on the insertion opening 1b side of the exterior filling material 5, there is an engagement case 12 with which the engagement ball portion 11 provided at the other end of the transmission rod 8 engages, at the same position as the tap hole 7. , And are buried at the same intervals. The engagement case 12 has an uneven portion such as a protrusion on its outer peripheral surface for improving the close contact with the exterior filling material 5, and the transmission rod 8 is engaged with the wall surface on one end side facing the insertion opening 1b side. Other than the spherical portion 11, the engaging spherical portion 11 cannot be inserted and an elongated hole-shaped engaging hole 13 is formed. That is, as shown in FIGS. 2A and 2B, the outer diameter of the engaging ball portion 11 of the transmission rod 8 is a, the outer diameter other than the engaging ball portion 11 is b, and the lateral length of the engaging hole 13 is short. If the width in the direction (circumferential direction) is c, then a>
c> b.
係合ケース12の挿口1bと反対側を向いた他端面には係合
球部11が挿通可能なめねじ穴15が形成され、該めねじ穴
15には断面H型の根部16の一端外周面に設けたおねじ17
が螺合されている。係合ケース12に根部16をこのような
螺合により着脱可能に取付けたのは、伝達棒8を係合ケ
ース12の埋設前に、係合球部11を係合穴13に係合させて
ケース12内に収納するためである。そのため、これが可
能であれば他の設計としてもよく、例えば前記螺合方式
でなく、伝達棒8の係合球部11をケース12内に収納した
後、穴15の内周面と根部16の外周面を溶接するようにし
てもよい。また、前記では係合ケース12を個々に外装充
填材5内に埋設しているが、該ケースをリング状に一体
化し、この一体化したリング状の係合ケース12を埋設し
てもよい。A female screw hole 15 through which the engaging ball portion 11 can be inserted is formed on the other end surface of the engagement case 12 facing the side opposite to the insertion opening 1b.
15 has a male thread 17 provided on the outer peripheral surface at one end of a root 16 having an H-shaped cross section.
Are screwed together. The root 16 is detachably attached to the engagement case 12 by such screwing because the engagement ball portion 11 is engaged with the engagement hole 13 before the transmission rod 8 is embedded in the engagement case 12. This is because it is stored in the case 12. Therefore, if this is possible, other designs may be used. For example, after the engaging ball portion 11 of the transmission rod 8 is housed in the case 12 instead of the screwing method, the inner peripheral surface of the hole 15 and the root portion 16 are The outer peripheral surface may be welded. Further, in the above description, the engaging cases 12 are individually embedded in the exterior filling material 5, but the cases may be integrated in a ring shape and the integrated ring-shaped engaging case 12 may be embedded.
18はパイプ2の挿口1b側端部に形成され、伝達棒8のお
ねじ10をタップ穴7にねじ込むときに手の指又は工具を
挿し込むための窓、20は水密ゴム輪、21は内装ライニン
グを示す。18 is formed at the end of the pipe 2 on the side of the insertion opening 1b, and is a window for inserting a finger or a tool of the hand when the male screw 10 of the transmission rod 8 is screwed into the tap hole 7, 20 is a watertight rubber ring, and 21 is Shows the interior lining.
係合ケース12が外装充填材5内に埋設された管1を製作
するには、第3図に示すように受口1aを下にして管体3
を立てた後、パイプ2をスペーサ22を用いて管体3に被
せ、両者の間に上方より外装充填材5を充填する。充填
材5がパイプ2の挿口1b側の端近くまで充填されたら、
それが凝固する前に充填材5の挿口側の端部内に伝達棒
8を係合して予め組み立てた係合ケース12を埋め込む。
充填材5が凝固し、かつ受口1aの端面にタップ穴7を形
成すれば、製作が完了する。In order to manufacture the pipe 1 in which the engagement case 12 is embedded in the exterior filling material 5, the pipe body 3 is placed with the receiving port 1a facing down as shown in FIG.
After standing upright, the pipe 2 is covered with the spacer 22 using the spacer 22, and the exterior filler 5 is filled between the two from above. When the filling material 5 is filled up to near the end of the pipe 2 on the insertion opening 1b side,
Before it solidifies, the transmission rod 8 is engaged in the end portion of the filler 5 on the insertion side, and the previously assembled engagement case 12 is embedded.
When the filler 5 is solidified and the tap hole 7 is formed on the end surface of the receiving port 1a, the manufacturing is completed.
前記のような管1の先行管と後行管は通常の方法で先行
管の受口1aに後行管の挿口1bを嵌挿した後、後行管の挿
口1b側に設けた各係合ケース12からそれぞれ伝達棒8を
引き出し、これら伝達棒8のおねじ10を先行管の受口1a
側に設けたタップ穴7にねじ込む。これによって接合が
完了する。The leading pipe and the trailing pipe of the pipe 1 as described above are provided on the trailing pipe insertion port 1b side after the trailing pipe insertion port 1b is inserted into the receiving port 1a of the leading pipe in a usual manner. Each of the transmission rods 8 is pulled out from the engaging case 12, and the male screw 10 of these transmission rods 8 is inserted into the receptacle 1a of the preceding pipe.
Screw it into the tap hole 7 provided on the side. This completes the joining.
第4図は外装管1の受口の変形例で、この変形例では受
口1aの外周にリング25が、その外面をパイプ2の外面と
面一に、かつ略半部を受口1a端より後方へ突出させて嵌
挿固着されている。リング25の略半部の内周にはめねじ
26が設けられ、このめねじ26にはタップ穴27付きリング
28が、その外周に設けるおねじ29が螺合されて取付けら
れている。FIG. 4 shows a modified example of the receiving port of the outer tube 1. In this modified example, a ring 25 is provided on the outer periphery of the receiving port 1a, the outer surface of which is flush with the outer surface of the pipe 2, and a substantially half part thereof is at the receiving port 1a end. It is fitted and fixed so as to project further rearward. A female thread is provided on the inner circumference of approximately half of the ring 25.
26 is provided, and this female screw 26 has a ring with tap holes 27
The male screw 29 provided on the outer periphery of the member 28 is screwed and attached.
第5図はさらに別の変形例で、この変形例では前記リン
グ25とリング28が一体となったような、円周方向に複数
個に分割されたタップ穴31付き分割ピース32が受口1aの
外周に嵌挿固着されている。ピース32の挿口1b側の端部
には環状段部33が切欠形成され、該環状段部33には一体
リング35が配置されたうえ、ピース32にビス等で固定さ
れている。FIG. 5 shows another modified example. In this modified example, the ring 25 and the ring 28 are integrated into one piece, and the divided piece 32 with the tap hole 31 is divided into a plurality of pieces in the circumferential direction. It is fitted and fixed to the outer periphery of. An annular step portion 33 is cut out at the end of the piece 32 on the insertion opening 1b side, and an integral ring 35 is arranged on the annular step portion 33, and is fixed to the piece 32 with a screw or the like.
これら各変形例の受口1aの場合、受口そのものにタップ
穴を設けなくともよいので、第1図の例のようにタップ
穴を設けるために受口の軸方向長さを延長することなど
が必要なくなり、従来から使用されている管体をそのま
ま使用することができる。In the case of the socket 1a of each of these modified examples, it is not necessary to provide a tap hole in the socket itself, so that the axial length of the socket is extended to provide the tap hole as in the example of FIG. Is no longer necessary, and the tube body that has been used conventionally can be used as it is.
第6図は伝達棒の変形例で、この変形例では伝達棒37が
軸方向に複数個に分割され、該分割された端部がピン38
で枢支されていて、伝達棒37そのものが屈曲可能となっ
ている。FIG. 6 shows a modification of the transmission rod. In this modification, the transmission rod 37 is divided into a plurality of parts in the axial direction, and the divided ends are pins 38.
The transmission rod 37 itself is bendable.
この変形例の伝達棒37の場合、第1図の例の伝達棒8よ
り継手の可撓性がさらに向上する。In the case of the transmission rod 37 of this modified example, the flexibility of the joint is further improved as compared with the transmission rod 8 of the example of FIG.
第7図はこの考案の別の実施例を示し、この実施例では
伝達棒8が逆向きに配置されている点で第1図の例と基
本的に相違する。すなわち、外装充填材5の挿口1b側端
部内にはタップ穴40付きねじ部材41が円周方向に複数個
埋設され、該ねじ部材41のタップ穴40には伝達棒8のお
ねじ10がねじ込まれている。FIG. 7 shows another embodiment of the present invention, which is basically different from the example of FIG. 1 in that the transmission rods 8 are arranged in opposite directions. That is, a plurality of screw members 41 with tap holes 40 are embedded in the end portion of the exterior filler 5 on the side of the insertion opening 1b in the circumferential direction, and the male screw 10 of the transmission rod 8 is inserted into the tap holes 40 of the screw members 41. It is screwed.
一方、受口1aの端面には係合リング43を取付けるための
軸方向穴44がタップ穴40と対応する位置でこれと同数、
かつ同間隔で形成され、該軸方向穴44の受口端側にはめ
ねじ45が設けられ、このめねじ45に係合リング43が、そ
の外周に設けたおねじ46が螺合されて取付られている。
係合リング43の受口端側の壁面には第8図(A)、
(B)に示すように伝達棒8の係合球部11以外は挿通可
能であるが、係合球部11が係合して挿通できない長穴状
の係合穴47が設けられている。On the other hand, on the end surface of the receiving port 1a, the same number as the axial hole 44 for attaching the engaging ring 43 at the position corresponding to the tap hole 40,
Further, female threads 45 are formed at the same intervals, on the receiving end side of the axial hole 44, and an engaging ring 43 is attached to the female thread 45 and a male thread 46 provided on the outer periphery thereof is screwed to be attached. Has been.
The wall surface of the engagement ring 43 on the receiving end side is shown in FIG.
As shown in (B), although the transmission rod 8 can be inserted except for the engaging ball portion 11, an elongated hole-shaped engaging hole 47 which is engaged with the engaging ball portion 11 and cannot be inserted is provided.
尚、前記各実施例は一例にすぎず、細部の設計的事項は
適宜に修正、変更できることはいうまでもなく、例えば
牽引力伝達棒の両端が固定または係合する部分等は図示
したもの以外としてもよい。In addition, it goes without saying that each of the above-described embodiments is merely an example, and it is needless to say that the design matters of the details can be appropriately modified and changed. For example, the portions where both ends of the traction force transmission rod are fixed or engaged are other than those shown in the drawings. Good.
考案の効果 この考案は前記のような構成からなるので、牽引力伝達
棒で先行管の牽引力を後行管に伝達して複数の外装管を
確実に引き込んで布設することができる。また、牽引力
伝達棒の他端が係合部に該伝達棒が軸方向および径方向
に移動可能に係合して可撓性の大きい柔構造の継手が得
られるため、既設管路やパイロット管路の方向に容易に
順応した引き込みができ、また布設後の地盤変動にも順
応できる。さらに、牽引力伝達棒の他端が後行管の先端
面又は先行管の後端面に設けた係合部に係合した状態
で、管を出荷できるため、該伝達棒が接合現場までの輸
送途中で紛失するようなことがなく、部品管理が容易と
なる等の優れた効果がある。EFFECTS OF THE INVENTION Since the present invention has the above-described structure, the traction force transmission rod can transmit the traction force of the leading pipe to the trailing pipe to reliably pull in the plurality of exterior pipes for installation. Also, since the other end of the traction force transmission rod engages with the engaging portion so that the transmission rod can move in the axial direction and the radial direction, a flexible joint having a large flexibility can be obtained. It is possible to easily adapt to the direction of the road and to adapt to ground changes after installation. Furthermore, since the pipe can be shipped while the other end of the traction force transmission rod is engaged with the engagement portion provided on the front end face of the trailing pipe or the rear end face of the preceding pipe, the transmission rod is in transit to the joining site. There is an excellent effect that parts are easily managed without being lost.
第1図はこの考案の一実施例を示す縦断正面図、第2図
(A)は第1図のA−A線に沿う拡大縦断側面図、同図
(B)は牽引力伝達棒の拡大正面図、第3図(A)は外
装管の製作過程を説明する縦断正面図、同図(B)はそ
の平面図、第4,5図は外装管の受口の変形例を示す縦
断正面図、第6図は牽引力伝達棒の変形例を示す正面
図、第7図は別の実施例を示す縦断正面図、第8図
(A)は係合リングの拡大側面図、同図(B)はその縦
断正面図、第9図(A)はP.A.P工法を示す概略断面
図、同図(B)は牽引工法を示す概略断面図、第10図は
第9図に示す工法に使用される従来の新管の一例を示す
縦断正面図である。 1……コンクリート外装管、1a……受口 1b……挿口、2……パイプ 3……鉄製管体、5……外装充填材 7……タップ穴、8……牽引力伝達棒 10……おねじ、11……係合球部 12……係合ケース、13……係合穴1 is a vertical sectional front view showing an embodiment of the present invention, FIG. 2 (A) is an enlarged vertical sectional side view taken along the line AA of FIG. 1, and FIG. 1 (B) is an enlarged front view of a traction force transmission rod. Fig. 3 (A) is a vertical sectional front view for explaining the manufacturing process of the outer casing, Fig. 3 (B) is a plan view thereof, and Figs. 4 and 5 are vertical sectional front views showing a modification of the outer casing receiving port. FIG. 6 is a front view showing a modified example of the traction force transmission rod, FIG. 7 is a vertical sectional front view showing another embodiment, FIG. 8 (A) is an enlarged side view of the engagement ring, and FIG. Is a vertical sectional front view, FIG. 9 (A) is a schematic sectional view showing the PAP method, FIG. 9 (B) is a schematic sectional view showing the traction method, and FIG. 10 is a conventional method used in the method shown in FIG. FIG. 3 is a vertical sectional front view showing an example of the new pipe of FIG. 1 …… Concrete exterior pipe, 1a …… Receptacle 1b …… Inlet, 2 …… Pipe 3 …… Iron tube, 5 …… Exterior filler 7 …… Tap hole, 8 …… Trucking force transmission rod 10 …… Male thread, 11 ... Engaging ball part 12 ... Engaging case, 13 ... Engaging hole
Claims (1)
滑に形成された複数の外装管を、その先行管の後端部に
後行管の先端部を嵌挿して接合布設した引き込み工法用
管において、前記外装管の先行管の後端面と後行管の先
端面を連結して牽引力を伝達する牽引力伝達棒が円周方
向に複数個、前記後端面又は先端面に設けたねじ部にそ
の一端をねじ込み固定し、かつ先端面又は後端面に設け
た係合部に軸方向および径方向に移動可能に他端を係合
して設けられていることを特徴とする引き込み工法用
管。1. A retraction in which a plurality of exterior pipes having outer diameters substantially equal to each other in the axial direction and whose outer surfaces are formed smooth are joined and laid by inserting a leading end portion of a trailing pipe into a rear end portion of the preceding pipe. In the pipe for construction method, a plurality of traction force transmission rods for connecting the rear end face of the preceding pipe of the exterior pipe and the front end face of the trailing pipe to transmit the traction force are provided in the circumferential direction, and screws provided on the rear end face or the front end face. For the pulling-in method, one end of which is screwed and fixed, and the other end is engaged with an engaging portion provided on the front end surface or the rear end surface so as to be movable in the axial direction and the radial direction. tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9507388U JPH0621995Y2 (en) | 1988-07-20 | 1988-07-20 | Pipe for retracting method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9507388U JPH0621995Y2 (en) | 1988-07-20 | 1988-07-20 | Pipe for retracting method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0218592U JPH0218592U (en) | 1990-02-07 |
| JPH0621995Y2 true JPH0621995Y2 (en) | 1994-06-08 |
Family
ID=31319688
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9507388U Expired - Lifetime JPH0621995Y2 (en) | 1988-07-20 | 1988-07-20 | Pipe for retracting method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0621995Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008202312A (en) * | 2007-02-21 | 2008-09-04 | Kubota Corp | Pipe structure for traction propulsion method |
-
1988
- 1988-07-20 JP JP9507388U patent/JPH0621995Y2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008202312A (en) * | 2007-02-21 | 2008-09-04 | Kubota Corp | Pipe structure for traction propulsion method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0218592U (en) | 1990-02-07 |
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