JPH0510073Y2 - - Google Patents
Info
- Publication number
- JPH0510073Y2 JPH0510073Y2 JP1987180478U JP18047887U JPH0510073Y2 JP H0510073 Y2 JPH0510073 Y2 JP H0510073Y2 JP 1987180478 U JP1987180478 U JP 1987180478U JP 18047887 U JP18047887 U JP 18047887U JP H0510073 Y2 JPH0510073 Y2 JP H0510073Y2
- Authority
- JP
- Japan
- Prior art keywords
- diameter
- pin
- pin hole
- pipe
- main body
- 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
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- Excavating Of Shafts Or Tunnels (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は推進工法によつて地中に埋設される電
線布設管やガス、水道管等の管体に関するもので
ある。[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to pipe bodies for electric cable installation pipes, gas pipes, water pipes, etc., which are buried underground by the propulsion method.
(従来の技術)
従来から、電線や電話線等を地中に配設する場
合、小口径の管体を複数本、地中に並列状態に埋
設したのち、該管体内に配設することが行われて
いる。(Prior art) Conventionally, when installing electric wires, telephone lines, etc. underground, it has been necessary to bury multiple small-diameter pipes in parallel underground and then install them inside the pipes. It is being done.
これらの管体を地中に埋設する方法としては、
地面に溝を掘削したのち、該溝に複数本の小口径
管体を上下、左右に並列状態で敷設し、隣接する
管体の間隙部をコンクリートで充填して管体を保
護した状態にして埋め戻す方法、又は、両端面間
に複数本の小口径管体を並列状態で埋設してなる
コンクリート製ブロツク体を掘削溝内に互いに突
き合わせ状態にしながら接続したのち埋め戻す方
法、或いは、大径のヒユーム管を推進工法によつ
て地中に埋設したのち、ヒユーム管内に複数本の
小口径管体を配列し、空隙をコンクリートで充填
する方法等が採用されている。 The method of burying these pipes underground is as follows:
After digging a trench in the ground, multiple small-diameter pipes are laid in the trench in parallel vertically and horizontally, and the gaps between adjacent pipes are filled with concrete to protect the pipes. A method of backfilling, or a method of backfilling after connecting a concrete block body made by burying multiple small diameter pipes in parallel in an excavated trench in a butting state between both ends, or a method of backfilling a large diameter pipe. A method has been adopted in which a hume pipe is buried underground using a propulsion method, and then a plurality of small-diameter pipe bodies are arranged inside the hume pipe, and the voids are filled with concrete.
(考案が解決しようとする問題点)
しかしながら、溝内に小口径管体を布設する方
法、或いは溝内に複数本の小口径管体を有するコ
ンクリート製ブロツク体を布設する方法によれ
ば、地上において道路等を開削しなければならな
いために交通の障害等が生じると共に長期間の工
期を要し、又、ヒユーム管を埋設したのち該ヒユ
ーム管内に小口径管体を配設する方法によれば、
ヒユーム管の埋設と小口径管体の配設との作業を
別々に行わなければならないので、前記同様に長
期の作業を必要とし、その上、小口径管体の配設
作業は人手によりヒユーム管内で行うので、必然
的に必要以上の大径のヒユーム管を使用しなけれ
ばならない等の問題点があつた。(Problem to be solved by the invention) However, according to the method of laying a small-diameter pipe body in a trench, or the method of laying a concrete block body having a plurality of small-diameter pipe bodies in a trench, In addition, the method of burying a humid pipe and then placing a small-diameter pipe body inside the humid pipe causes traffic obstructions because it is necessary to excavate roads, etc., and requires a long construction period. ,
Since the work of burying the Huum tube and placing the small-diameter tube must be done separately, it requires a long period of work as described above, and in addition, the installation of the small-diameter tube must be done manually inside the Huum tube. Since this method is carried out using a large diameter tube, there are problems such as the necessity of using a Huum tube with a larger diameter than necessary.
このため、本願発明者等は、特願昭61−166264
号(特開昭63−120981号)に記載しているよう
に、管主体の両端部外周面に連結用段周部を設け
ると共に内部に両端面間に亘つて複数の小口径孔
を管主体の長さ方向に平行に貫設している推進埋
設用管体を開発した。 For this reason, the inventors of the present application filed the patent application No. 61-166264.
As described in Japanese Unexamined Patent Publication No. 63-120981, connecting step peripheral parts are provided on the outer peripheral surface of both ends of the pipe main body, and a plurality of small diameter holes are provided inside the pipe main body between both end faces. We have developed a propulsion burial pipe that runs parallel to the length of the pipe.
しかしながら、この管体をシールド機の後端に
接続し、シールド機により掘削した土砂を該管体
に設けている小口径孔を利用して泥水によつて排
出しながら掘進する場合、シールド機のカツター
の回転による反力によつてシールド機がローリン
グする。 However, when this pipe body is connected to the rear end of the shield machine and the earth and sand excavated by the shield machine is excavated using the small diameter hole provided in the pipe body and excavated while discharging it with muddy water, the shield machine The shield machine rolls due to the reaction force caused by the rotation of the cutter.
このローリングは埋設管体にも及び、後続する
管体にもローリングが生じて管体内の小口径孔が
全体として螺旋状に連通することになる。 This rolling also extends to the buried pipe, and rolling also occurs in the following pipes, so that the small diameter holes in the pipes as a whole communicate in a spiral shape.
このため、これらの小口径孔によつて形成され
る管路に電線を配設して通電した場合に、電線が
屈曲した状態となつて電力損失が大きくなる。 For this reason, when electric wires are disposed in the conduit formed by these small diameter holes and energized, the electric wires become bent and power loss increases.
このようなローリングは、例えば、前後の管体
をボルト・ナツト等によつて結合することにより
防止できるが、管体が剛直に結合されると方向制
御や曲線推進が困難となり、施工性が低下すると
いう問題点が生じる。 Such rolling can be prevented, for example, by connecting the front and rear pipe bodies with bolts and nuts, but if the pipe bodies are rigidly connected, directional control and curve propulsion become difficult, reducing workability. A problem arises.
本考案はこのような問題点を解消した推進用管
体の提供を目的とするものである。 The object of the present invention is to provide a propulsion tube that solves these problems.
(問題点を解決するための手段)
上記目的を達成するために、本考案の多孔推進
管体は、実施例に対応する図面に示すように、外
周内部に両端面間に亘つて複数個の小口径孔3を
長さ方向に平行に貫設している管主体1の一端外
周面に周段部5を設けると共に、他端外周面に該
周段部5に被嵌可能な径を有するカラー部材6を
突設し、さらに、管主体1の両端面外周部の一方
の端面に全長に亘つて同一径を有するピン孔9を
管主体1の長さに穿設すると共に他方の端面に該
ピン孔9に嵌入可能なピン13又は該ピン13に
よつて接続可能な上記ピン孔と同一形状のピン孔
9を設け、上記ピン13のピン孔9に対する嵌入
部分を先端に向かつてピン孔9の径と略等しい径
から徐々に小径に形成していることを特徴とする
ものである。(Means for solving the problems) In order to achieve the above object, as shown in the drawings corresponding to the embodiments, the multi-hole thrust pipe of the present invention is characterized in that a circumferential step 5 is provided on the outer circumferential surface of one end of a pipe main body 1 having a plurality of small diameter holes 3 penetrating parallel in the longitudinal direction within the inside of the outer periphery across both end faces, and a collar member 6 having a diameter capable of being fitted into the circumferential step 5 is protruded from the outer circumferential surface of the other end, and further, a pin hole 9 having the same diameter over the entire length is drilled along the length of the pipe main body 1 on one end face of the outer periphery of both end faces of the pipe main body 1, and a pin 13 that can be fitted into the pin hole 9 or a pin hole 9 of the same shape as the pin hole that can be connected by the pin 13 is provided on the other end face, and the fitting portion of the pin 13 into the pin hole 9 is formed so that the diameter of the fitting portion of the pin 13 gradually decreases from approximately the same as the diameter of the pin hole 9 toward the tip.
(作用)
先行する管主体1と後続する管主体1との対向
面に設けている周段部5とカラー部材6とを互い
に嵌合させることによつて両管体1,1を接合す
る際に、先行する管主体1の後端面と後続する管
主体1の前端面とをピン孔9及びピン13によつ
て連結したのち、推進工法によつて管体を順次地
中に埋設していく。(Function) When joining the leading pipe main body 1 and the following pipe main body 1 by fitting together the circumferential step 5 and the collar member 6 provided on the opposing surfaces of the pipe main body 1 and the following pipe main body 1. After connecting the rear end surface of the preceding pipe main body 1 and the front end surface of the following pipe main body 1 through pin holes 9 and pins 13, the pipe bodies are sequentially buried underground using the propulsion method. .
このように、管主体同士1,1の外周部間をピ
ン13によつて接続すると、その接続時に管主体
1に貫設した複数個の小口径孔3,3……3がズ
レることなく正確且つ自動的に連通すると共に管
体推進時にはローリングが防止されるものであ
る。 In this way, when the outer peripheries of the pipe main bodies 1, 1 are connected using the pin 13, the plurality of small diameter holes 3, 3...3 inserted through the pipe main body 1 can be accurately connected without shifting. In addition to automatic communication, rolling is prevented when the tube is propelled.
また、ピン孔13に嵌入したピン13は先細に
形成されているので、前後管主体1,1同士が屈
曲可能に接続された状態とすることができ、従つ
て、推進方向制御や曲線推進が容易となつて施工
性の向上を図ることができる。 In addition, since the pin 13 inserted into the pin hole 13 is formed into a tapered shape, the front and rear tube main bodies 1, 1 can be connected in a bendable manner, and therefore propulsion direction control and curved propulsion can be performed. This makes it easier to install and improves workability.
(実施例)
本考案の実施例を図面について説明すると、1
はコンクリート製の管主体で、その中心部に孔2
を設けていると共にこの孔2を中央にして外周部
に複数個の小口径ケーブル孔3,3……3を形成
してある。これらの孔2,3は管主体1の両端面
間に亘つて長さ方向に平行に貫設しているもので
ある。(Example) To explain the example of the present invention with reference to the drawings, 1
is mainly a concrete pipe with two holes in the center.
A plurality of small-diameter cable holes 3, 3, . . . 3 are formed on the outer circumference with this hole 2 in the center. These holes 2 and 3 extend parallel to each other in the length direction between both end faces of the tube main body 1.
このような管主体1は、円筒形状の枠内の外周
部に塩化ビニール管よりなるケーブル配設用管
4,4……4を周方向に所定間隔毎に並設状態で
架設したのちコンクリート材料を注入し、該枠を
回転させることにより遠心成形されたもので、そ
の遠心力によつて中心に形成された孔2はシール
ド機の位置測量用孔として利用でき、又、ケーブ
ル配設用管4によつてケーブル孔3が形成されて
いるものである。 Such a pipe main body 1 is constructed by installing cable installation pipes 4, 4...4 made of vinyl chloride pipes in parallel at predetermined intervals in the circumferential direction on the outer periphery of a cylindrical frame, and then constructing them using concrete material. The hole 2 formed in the center by the centrifugal force can be used as a positioning hole for a shield machine, and can also be used as a cable installation pipe. A cable hole 3 is formed by 4.
さらに、この管主体1の一端面から適宜長さ部
分の端部を小径に形成して周段部5を設けている
一方、他端部外周面に外径が管主体1の外径と同
一径の鋼製カラー部材6を一体的に取付けてあ
る。 Further, a circumferential step portion 5 is provided by forming the end of a suitable length portion from one end surface of the tube main body 1 to a small diameter, while an outer diameter is the same as the outer diameter of the tube main body 1 on the outer circumferential surface of the other end. A steel collar member 6 of the same diameter is integrally attached.
このカラー部材6は管主体1の他端面より適宜
長さ突出してあり、その内周面を接続すべき管主
体1の一端部に設けた前記周段部5に環状ゴムパ
ツキン7を介して嵌合させるように形成してあ
る。 This collar member 6 protrudes by an appropriate length from the other end surface of the tube main body 1, and its inner peripheral surface is fitted into the circumferential step portion 5 provided at one end of the tube main body 1 to be connected via an annular rubber packing 7. It is designed to allow
この環状ゴムパツキン7は、カラー部材6の突
出部内周面に一体に固着していると共にカラー部
材6の一端部内周面には、管主体1内に埋設され
た水膨張ゴムよりなる環状シール8が一体に取付
けられてある。 This annular rubber gasket 7 is integrally fixed to the inner circumferential surface of the protrusion of the collar member 6, and on the inner circumferential surface of one end of the collar member 6 is an annular seal 8 made of water-expandable rubber embedded in the pipe main body 1. It is attached as one piece.
9は管主体1の両端面外周部対称位置に管主体
1の長さ方向に水平に穿設した適宜深さのピン孔
で、全長に亘つて同一径に形成されていると共に
その内壁面に筒状ソケツト体10を挿着してあ
る。 Reference numeral 9 denotes a pin hole of an appropriate depth that is bored horizontally in the length direction of the tube body 1 at symmetrical positions on the outer periphery of both end faces of the tube body 1, and is formed to have the same diameter over the entire length and has a hole in the inner wall surface thereof. A cylindrical socket body 10 is inserted.
なお、図においてはピン孔9が管主体1の端面
の1個所のみに設けられているが、数個所に設け
ておいてもよい。 In the figure, the pin hole 9 is provided at only one location on the end surface of the tube main body 1, but it may be provided at several locations.
11は管主体1の端面外周部に貼着したクツシ
ヨン材である。 Reference numeral 11 denotes a cushion material attached to the outer periphery of the end surface of the tube main body 1.
12は管主体1内の外周部適所に貫設した裏込
注入孔で、その適宜個所を管主体1の外周面に連
通させて管主体1と地盤との間に減摩材等を注入
させるものである。 Reference numeral 12 denotes a backfilling injection hole penetrated through the outer circumferential portion of the pipe main body 1 at appropriate locations, and the appropriate locations are communicated with the outer circumferential surface of the pipe main body 1 to inject an anti-friction material or the like between the pipe main body 1 and the ground. It is something.
13はピン孔9に嵌入させるピンで、ピン孔9
の開口端から内部に挿入する嵌入部分を先端に向
かつてピン孔9の径と略等しい径から徐々に小径
に形成してある。 13 is a pin to be inserted into the pin hole 9;
The fitting portion to be inserted into the interior from the open end is formed from a diameter approximately equal to the diameter of the pin hole 9 to a gradually smaller diameter toward the tip.
このように構成した実施例の多孔推進管は、シ
ールド機(図示せず)に順次後続させて推進工法
によつて地中に埋設されるものであり、その際、
先行する管主体1の後端面に設けたピン孔9と管
主体1の前端面に設けたピン孔9とが一直線上に
合致するように両管主体1,1を対向させ、先行
する管主体1のピン孔9にピン13の一半部を挿
入、嵌着すると共に後続する管主体1のピン孔9
に該ピン13の他半部を挿入、嵌着し、さらに、
このピン13の取付けと同時に一方の管主体1の
周段部5に他方の管主体1のカラー部材6の突出
端部を被嵌させることにより、両管主体1の小口
径ケーブル3を一直線に連通させ、しかるのち地
中に推進される。 The multi-hole propulsion tube of the embodiment configured in this way is buried underground by a propulsion method, sequentially following a shield machine (not shown), and at that time,
Both pipe bodies 1, 1 are placed opposite each other so that the pin hole 9 provided in the rear end face of the preceding pipe main body 1 and the pin hole 9 provided in the front end face of the pipe main body 1 are aligned in a straight line. 1, one half of the pin 13 is inserted into the pin hole 9 of the pipe main body 1, and the pin hole 9 of the subsequent pipe main body 1 is inserted and fitted.
Insert and fit the other half of the pin 13 into the
At the same time as this pin 13 is attached, by fitting the protruding end of the collar member 6 of the other tube body 1 into the circumferential step 5 of one tube body 1, the small diameter cables 3 of both tube bodies 1 are aligned in a straight line. It is connected and then propelled underground.
この推進中に、シールド機のカツターの回転反
力でシールド機及び後続する管主体1がローリン
グしようとするが、前後の管体1,1同士はピン
13を介して互いに周方向への回動やズレが阻止
された状態となつているので、ローリングが防止
されると共に、ピン13を先端に向かつて徐々に
小径となる先細形状に形成しているので、前後管
主体1,1同士が該ピン13を介して屈曲可能に
接続された状態となり、管体推進方向の制御や曲
線推進が容易となるものである。 During this propulsion, the shield machine and the following tube main body 1 try to roll due to the rotational reaction force of the cutter of the shield machine, but the front and rear tube bodies 1, 1 mutually rotate in the circumferential direction via the pin 13. Since the pin 13 is formed in a tapered shape that gradually becomes smaller in diameter toward the tip, rolling is prevented, and the pin 13 is formed into a tapered shape that gradually becomes smaller in diameter toward the tip, so that the front and rear tube main bodies 1, 1 are aligned with each other. The tubes are connected in a bendable manner via the pin 13, making it easy to control the direction in which the tube is propelled and to propel it around a curve.
又、中心孔2は推進中におけるシールド機の位
置測量孔として使用されると共に、ケーブル孔3
は掘削土砂の排出孔として利用され、さらに、裏
込注入孔13を通じて管主体1と地盤との間に減
摩材を注入することにより、管体推進時における
摩擦抵抗を軽減させるものである。 In addition, the center hole 2 is used as a positioning hole for the shield machine during propulsion, and is also used as a cable hole 3.
is used as a discharge hole for excavated earth and sand, and furthermore, by injecting an anti-friction material between the pipe main body 1 and the ground through the backfilling injection hole 13, the frictional resistance when the pipe body is propelled is reduced.
こうして、一連に接続した多数本の管主体1を
埋設したのち、小口径ケーブル孔3にケーブル類
の配線を行う。 After burying a large number of pipe bodies 1 connected in series in this manner, cables are wired into the small diameter cable holes 3.
なお、以上の実施例においては、管主体1の両
端面にピン孔9,9を穿設してピン13を別体と
したが、何れか一方の端面にピン孔9を穿設し、
他方の端面にピン13を突設しておいてもよい。 In addition, in the above embodiment, the pin holes 9, 9 were drilled in both end surfaces of the tube main body 1, and the pin 13 was made into a separate body, but the pin hole 9 was drilled in either end surface,
A pin 13 may be provided protruding from the other end surface.
(考案の効果)
以上のように本考案の推進用管体によれば、外
周内部に両端面間に亘つて複数個の小口径孔3を
長さ方向に平行に貫設している管主体1の一端外
周面に周段部5を設けると共に、他端外周面に該
周段部5に被嵌可能な径を有するカラー部材6を
突設し、さらに、管主体1の両端面外周部の一方
の端面に全長に亘つて同一径を有するピン孔9を
管主体1の長さに穿設すると共に他方の端面に該
ピン孔9に嵌入可能なピン13又は該ピン13に
よつて接続可能な上記ピン孔と同一形状のピン孔
9を設け、上記ピン13のピン孔9に対する嵌入
部分を先端に向かつてピン孔9の径と略等しい径
から徐々に小径に形成してなるものであるから、
推進工法によつて管主体1を順次、地中に埋設す
る際に、先行する管主体1と後続する管主体1と
の対向面に設けている周段部5とカラー部材6と
を互いに嵌合させると共に、ピン13を対向する
管主体1の端面に設けているピン孔9に嵌入させ
ることによつて、前後管主体1,1を容易に接合
させることができる。(Effects of the invention) As described above, according to the propulsion tube of the present invention, the tube main body has a plurality of small diameter holes 3 extending in parallel in the length direction inside the outer periphery between both end faces. A circumferential stepped portion 5 is provided on the outer circumferential surface of one end of the tube main body 1, and a collar member 6 having a diameter that can be fitted into the circumferential stepped portion 5 is provided on the outer circumferential surface of the other end, and further, a collar member 6 is provided on the outer circumferential surface of the other end, and A pin hole 9 having the same diameter over the entire length is bored in one end surface of the tube main body 1, and the other end surface is connected by a pin 13 that can be fitted into the pin hole 9 or the pin 13. A pin hole 9 having the same shape as the possible pin hole 9 is provided, and the portion of the pin 13 that fits into the pin hole 9 is formed from a diameter that is approximately equal to the diameter of the pin hole 9 toward the tip, to a diameter that gradually becomes smaller. because there is,
When burying the pipe bodies 1 one after another in the ground using the propulsion method, the peripheral part 5 and collar member 6 provided on the opposing surfaces of the preceding pipe body 1 and the following pipe body 1 are fitted into each other. The front and rear tube bodies 1, 1 can be easily joined together by fitting the pins 13 into the pin holes 9 provided in the end faces of the tube bodies 1 facing each other.
さらに、ピン孔9とピン13とによつて前後管
主体1,1の周方向の位置合わせが行われてずれ
が生じることなく正確な接合が可能となり、前後
管主体1,1の複数個の小口径孔3,3を同一中
心線上に精度よく連通させることができる。 Furthermore, the circumferential alignment of the front and rear tube bodies 1, 1 is performed by the pin holes 9 and the pins 13, and accurate joining is possible without any misalignment. The small diameter holes 3, 3 can be made to communicate with each other on the same center line with high precision.
又、前後管体1,1の対向端面は、その外周部
においてピン13により接続されているので、管
体推進時におけるローリングの発生をなくし得る
と共に、ピン13はピン孔9に対する嵌入部分を
先端に向かつて小径となる先細形状に形成してい
るので、ピン孔9への挿入作業が容易に且つ確実
に行えて管体接合作業が円滑且つ正確に行えると
共に、前後管主体1,1同士が剛結することなく
該ピン13を介して互いに屈曲可能に接続された
状態となり、従つて、管体推進方向の制御や曲線
推進が容易となつて施工性の向上を図ることがで
きるものである。 In addition, since the opposing end surfaces of the front and rear tubes 1, 1 are connected at their outer peripheries by pins 13, it is possible to eliminate the occurrence of rolling when the tubes are propelled, and the pin 13 has a portion that fits into the pin hole 9 at the tip. Since it is formed into a tapered shape that becomes smaller in diameter toward the pin hole 9, the insertion work into the pin hole 9 can be easily and reliably performed, and the pipe body joining work can be performed smoothly and accurately. They are connected to each other in a bendable manner via the pins 13 without being rigidly connected, and therefore, it is easy to control the direction of movement of the pipe body and to move it in curves, and it is possible to improve workability. .
図面は本考案の実施例を示すもので、第1図は
その一部を省略した縦断側面図、第2図及び第3
図は夫々第1図A−A線、B−B線における縦断
正面図、第4図はピンによる接続部の拡大断面図
である。
1……管主体、2……中心孔、3……小口径
孔、5……周段部、6……カラー部材、9……ピ
ン孔、13……ピン。
The drawings show an embodiment of the present invention, and FIG. 1 is a partially omitted vertical cross-sectional side view, FIG. 2 and FIG.
The figures are a longitudinal sectional front view taken along lines A--A and B--B in FIG. DESCRIPTION OF SYMBOLS 1... Pipe main body, 2... Center hole, 3... Small diameter hole, 5... Circumferential section, 6... Collar member, 9... Pin hole, 13... Pin.
Claims (1)
3を長さ方向に平行に貫設している管主体1の一
端外周面に周段部5を設けると共に、他端外周面
の該周段部5に被嵌可能な径を有するカラー部材
6を突設し、さらに、管主体1の両端面外周部の
一方の端面に全長に亘つて同一径を有するピン孔
9を管主体1の長さに穿設すると共に他方の端面
に該ピン孔9に嵌入可能なピン13又は該ピン1
3によつて接続可能な上記ピン孔と同一形状のピ
ン孔9を設け、上記ピン13のピン孔9に対する
嵌入部分を先端に向かつてピン孔9の径と略等し
い径から徐々に小径に形成していることを特徴と
する推進用管体。 A plurality of small-diameter holes 3 are provided inside the outer periphery between both end faces in parallel to the length direction.A peripheral stepped portion 5 is provided on the outer peripheral surface of one end, and A collar member 6 having a diameter that can be fitted into the circumferential step portion 5 is provided protrudingly, and a pin hole 9 having the same diameter over the entire length is provided on one end surface of the outer peripheral portion of both end surfaces of the tube main body 1. A pin 13 or the pin 1 is drilled to the length of the pin hole 9 on the other end face.
A pin hole 9 having the same shape as the pin hole 9 connectable with the pin hole 9 is provided, and the portion of the pin 13 that fits into the pin hole 9 is formed from a diameter that is approximately equal to the diameter of the pin hole 9 toward the tip to a diameter that gradually becomes smaller. A propulsion tube body characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1987180478U JPH0510073Y2 (en) | 1987-11-26 | 1987-11-26 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1987180478U JPH0510073Y2 (en) | 1987-11-26 | 1987-11-26 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0184392U JPH0184392U (en) | 1989-06-05 |
| JPH0510073Y2 true JPH0510073Y2 (en) | 1993-03-11 |
Family
ID=31471996
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1987180478U Expired - Lifetime JPH0510073Y2 (en) | 1987-11-26 | 1987-11-26 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0510073Y2 (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62280491A (en) * | 1986-05-30 | 1987-12-05 | 東京電力株式会社 | Method of pre-fabricated perforated pipe propulsion construction |
-
1987
- 1987-11-26 JP JP1987180478U patent/JPH0510073Y2/ja not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0184392U (en) | 1989-06-05 |
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