JPS5841400B2 - How to join the middle press part of propulsion steel pipe - Google Patents
How to join the middle press part of propulsion steel pipeInfo
- Publication number
- JPS5841400B2 JPS5841400B2 JP6667378A JP6667378A JPS5841400B2 JP S5841400 B2 JPS5841400 B2 JP S5841400B2 JP 6667378 A JP6667378 A JP 6667378A JP 6667378 A JP6667378 A JP 6667378A JP S5841400 B2 JPS5841400 B2 JP S5841400B2
- Authority
- JP
- Japan
- Prior art keywords
- propulsion
- steel pipe
- propulsion steel
- water
- steel pipes
- 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
Links
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- Excavating Of Shafts Or Tunnels (AREA)
Description
【発明の詳細な説明】
本発明は路面ないし地表面を掘削することなく、鋼管を
地中に推進させることにより水道鋼管等の管を地中に敷
設する推進工法において、相隣り合う鋼管同志を地中で
接合する方法に関する。Detailed Description of the Invention The present invention is a method for laying pipes such as water supply pipes underground by propelling the steel pipes underground without excavating the road surface or ground surface. Concerning underground bonding methods.
例えば水道鋼管を道路下に敷設する場合のように、地中
に各種鋼管を敷設する場合、路面ないし地表面を掘削し
て鋼管を地下に埋め込むいわゆる開削工法に代えて、路
面ないし地表面を掘削することなく鋼管を地中に埋め込
むため、いわゆる推進工法が開発された。For example, when laying various types of steel pipes underground, such as when laying water steel pipes under a road, instead of using the so-called open-cut method, which involves excavating the road surface or ground surface and burying the steel pipes underground, the road surface or ground surface is excavated. A so-called propulsion method was developed to bury steel pipes underground without having to do so.
この工法は所定距離離れて開口された二つのピットのう
ち一方のピットに設置された元押し油圧ジヤツキにより
鋼管を地中に推進させ、この一方のピットから順次前記
油圧ジヤツキで押込まれた鋼管により地中の鋼管を推進
することによって、他方のピットまでの間に鋼管を敷設
する方法である。In this construction method, steel pipes are propelled underground by a hydraulic jack installed in one of two pits opened a predetermined distance apart, and the steel pipes are pushed into the ground by the hydraulic jack sequentially from this one pit. This is a method of laying steel pipes between pits by pushing them underground.
このような推進工法によって道路下に水道鋼管を敷設す
る場合、近年の交通事情の悪化により、両ピット間の距
離、つまり推進距離を長くする必要が生じている。When laying water steel pipes under roads using such a propulsion method, it is necessary to increase the distance between both pits, that is, the propulsion distance, due to worsening traffic conditions in recent years.
しかし、一方のピットに設置した元押しジヤツキにより
長い距離を推進することは、巨大な推力を有する元押し
ジヤツキが必要となるだけでなく、元押しジヤツキによ
り大きな推力を鋼管に加えることは推力に対する鋼管の
強度等により不可能であることから、第1図で示すよう
に、地盤1中の二つの推進用鋼管2,3の間に中間ジヤ
ツキ4を装着し、後方側の推進用鋼管3を固定端として
前方側の推進用鋼管2を中間ジヤツキ4により前進させ
、次に一方のピット5内の元押しジヤツキ6により後方
側の推進用鋼管3を押し進め、元押しジヤツキ6と中間
ジヤツキ4と交互に駆動することにより一種の嬬動運動
を推進用鋼管に加えることによって、元押しジヤツキ6
の推力を大きくすることなく、他方のピット7まで推進
させて長い推進距離でも推進用鋼管を敷設し得るように
した工法が開発されている。However, to propel the steel pipe over a long distance using the main push jack installed in one of the pits, not only does it require a main push jack with a huge thrust, but also it is difficult to apply a large thrust to the steel pipe by the main push jack. Since this is not possible due to the strength of the steel pipes, as shown in Figure 1, an intermediate jack 4 is installed between the two propulsion steel pipes 2 and 3 in the ground 1, and the rear propulsion steel pipe 3 is The front propulsion steel pipe 2 as a fixed end is advanced by the intermediate jack 4, and then the rear propulsion steel pipe 3 is pushed forward by the main push jack 6 in one of the pits 5, and the main push jack 6 and the intermediate jack 4 are moved forward. By applying a kind of oscillating motion to the propulsion steel pipe by driving it alternately, the original push jack 6
A construction method has been developed in which the steel pipe for propulsion can be laid even over a long distance by propelling it to the other pit 7 without increasing the thrust force.
中間ジヤツキを設置する必要のない短距離の推進におい
ては、全ての推進用鋼管は相互に隣り合う推進用鋼管を
溶接した後に推進され、そして、中間ジヤツキを中押し
部に設置するようにした長距離の推進においても、中押
し部以外は隣り合う推進用鋼管を溶接した後に推進する
ので、これらの部分における土砂ないし水の漏入は起こ
り得ないが、第1図に示すようにして長い推進距離の敷
設を行なう場合、中間ジヤツキ4が組込まれる中押し部
の前方側と後方側の推進用鋼管2,3の間には、地盤1
中の土砂や水、特に地下水の水位よりも低い位置に推進
用鋼管を敷設する場合は主として地下水が漏入する恐れ
があり、僅かでも水分の漏入があると推進用鋼管同志を
溶接する際に溶接部に欠陥が生ずることとなるので、こ
のような中間ジヤツキを用いた長距離推進工法にあって
は、中押し部における水の漏入、特に溶接時の水の漏入
を防止することが重要な解決すべき課題の一つとなって
いた。For short-distance propulsion where it is not necessary to install intermediate jacks, all propulsion steel pipes are propelled after welding adjacent propulsion steel pipes, and for long-distance propulsion where intermediate jacks are installed at the intermediate thrust part. In propulsion, the adjacent propulsion steel pipes are welded together except for the middle pushing part, so there is no possibility of leakage of earth, sand or water in these parts. When laying, there is a ground 1 between the propulsion steel pipes 2 and 3 on the front side and the rear side of the intermediate push part where the intermediate jack 4 is installed.
When installing steel propulsion pipes at a location lower than the level of soil and water inside, especially groundwater, there is a risk that groundwater may leak, and if there is even a slight leakage of water, it may be difficult to weld the steel propulsion pipes together. Therefore, in this long-distance propulsion method using intermediate jacks, it is necessary to prevent water leakage at intermediate jacks, especially during welding. This was one of the important issues to be solved.
上述した従来の推進用鋼管の中押し部の接合方法を示す
と、第2図の通りであって鋼管より成る内側鋼管8,9
、最外部の鋼管10.11とこれと前記内側鋼管との間
に充填されたモルタル12゜13とにより形成された外
側管部14.15から前方側及び後方側のそれぞれの推
進用鋼管2,3が形成されており、内側鋼管8,9はそ
れぞれ外側管部14.15よりも第2図に示すように軸
方向に突出して形成されている。The conventional method for joining the intermediate pressed portions of the propulsion steel pipes described above is shown in FIG.
, each of the propulsion steel pipes 2 on the front side and the rear side from the outer pipe part 14.15 formed by the outermost steel pipe 10.11 and the mortar 12.13 filled between this and the inner steel pipe. 3 is formed, and the inner steel tubes 8 and 9 are formed to protrude in the axial direction from the outer tube portions 14 and 15, respectively, as shown in FIG.
前方側と後方側の両推進用鋼管2,3を交互に推進する
とき、及びこれら両推進用鋼管2,3を溶接するときの
外部からの土砂及び水の漏入を防止するため、前方側の
推進用鋼管2の外側鋼管10に溶接されたスリーブ16
と、後方側の推進用鋼管3の外周面との間を、後方側の
推進用鋼管3に固着された環状の支持金具17に収容さ
れた0 1Jング18により密封すると共に、支持金具
17に形成されたテーパ面19に止水用ゴムパツキン2
0を押し込んで、これをスリーブ16の内周面に圧接さ
せることにより、Oリング18から漏入した水の密封を
図っている。In order to prevent the leakage of earth and water from the outside when both the front and rear propulsion steel pipes 2 and 3 are propelled alternately and when these propulsion steel pipes 2 and 3 are welded, the front side A sleeve 16 welded to the outer steel pipe 10 of the propulsion steel pipe 2 of
and the outer circumferential surface of the propulsion steel pipe 3 on the rear side by a 01J ring 18 housed in an annular support fitting 17 fixed to the propulsion steel pipe 3 on the rear side. A water-stop rubber gasket 2 is attached to the formed tapered surface 19.
By pushing in the O-ring and bringing it into pressure contact with the inner circumferential surface of the sleeve 16, water leaking from the O-ring 18 is sealed.
止水用ゴムパツキン20による密封を図るには、これを
押し付ける必要がありそのため、両推進用鋼管2,3の
内側鋼管8,9の間に設置された中間ジヤツキ(図示省
略)と止水用ゴムパツキン20との間に側木かの短尺の
ターンバックル(図示省略)を組み込んで、中間ジヤツ
キを用いて前方側と後方側の両方の推進用鋼管を交互に
推進しているときの止水用ゴムパツキン20による密封
を図っている。In order to achieve a seal with the water stop rubber gasket 20, it is necessary to press it. Therefore, an intermediate jack (not shown) installed between the inner steel pipes 8 and 9 of both propulsion steel tubes 2 and 3 and a water stop rubber gasket are used. A short turnbuckle (not shown) on the side wood is installed between the 20 and the rubber gasket for water stopping when the intermediate jack is used to alternately propel both the front and rear propulsion steel pipes. 20 is used for sealing.
そして、前記交互推進を終了した後には、中間ジヤツキ
及び短尺のターンバックルを取り外してから、第2図に
示すように押輪21を介して長尺のターンバックル22
により止水用ゴムパツキン20を押し付けて水ないし土
砂の漏入を防止している。After the alternate propulsion is finished, the intermediate jack and the short turnbuckle are removed, and then the long turnbuckle 22 is inserted through the pushing ring 21 as shown in FIG.
This presses the water-stopping rubber gasket 20 to prevent leakage of water or earth and sand.
そして、断面弧状の鉄製セグメント23を内側管部8,
9の間に挿入してセグメント23と内側管部8,9とを
これらの突合わせ部24.25で溶接することにより、
セグメント23を介して前方側と後方側の内側鋼管8,
9同志の接合を図っている。Then, the iron segment 23 having an arc-shaped cross section is inserted into the inner tube portion 8,
9 and welding the segment 23 and the inner tube portions 8, 9 at these abutting portions 24, 25,
The inner steel pipe 8 on the front side and the rear side via the segment 23,
We are trying to unite nine comrades.
このような従来の接合方法にあっては、止水用ゴムバッ
キング20を押し付けるための短尺のターンバックルと
長尺のターンバックル22との取り付は組み直しや複数
のセグメント23の挿入等の繁雑な作業が多いだけでな
く、内側鋼管8,9同志を溶接するための複数のセグメ
ント23と内側鋼管8,9との溶接量が膨大となるため
溶接歪による推進用鋼管への悪影響が大きかった。In such a conventional joining method, attaching the short turnbuckle and the long turnbuckle 22 for pressing the waterproof rubber backing 20 requires complicated steps such as reassembly and insertion of multiple segments 23. Not only is it a lot of work, but the amount of welding between the plurality of segments 23 and the inner steel pipes 8, 9 is enormous, and welding distortion has a large negative effect on the propulsion steel pipe.
本発明は上述のような従来の接合方法を改良し、水の漏
入を防止した状態の下で内側鋼管同志を溶接し得るよう
にした接合方法を提供することを目的とし、内側鋼管が
外側管部よりも軸方向に突出して形成された同心状に前
後に隣り合う二つの推進用鋼管のうち、前方側の推進用
鋼管に固着され後方側の推進用鋼管の外周面に対して摺
動自在に嵌合するスリーブと前記後方側の推進用鋼管と
の間に01Jングを介在させて、前記前方側と後方側の
それぞれの推進用鋼管の交互の前進移動時における土砂
及び水の流入を密封し、前記スリーブ内に径方向に突設
されたリブと前記後方側の推進用鋼管の外側管部端面と
の間に弾塑性材の環状止水材を挿入した後、後方側の推
進用鋼管を前方側の推進用鋼管に向けて前進移動させ、
後方側の推進用鋼管の前記前進移動によって前記リブと
前記外側管部の端面との間で前記止水材を軸方向に押し
潰し、前記01Jングから漏入する水を前記止水材で密
封しながら前記両推進用鋼管の内側鋼管同志を溶接する
ようにしたことを特徴とする推進用鋼管の中押し部の接
合方法である。The present invention improves the conventional joining method as described above, and aims to provide a joining method that enables inner steel pipes to be welded together while preventing water leakage. Of the two concentrically adjacent propulsion steel pipes that protrude in the axial direction from the pipe section, it is fixed to the front propulsion steel pipe and slides against the outer circumferential surface of the rear propulsion steel pipe. An 01J ring is interposed between the freely fitting sleeve and the rear propulsion steel pipe to prevent the inflow of earth and water during alternate forward movement of the front and rear propulsion steel pipes. After sealing and inserting an annular water stopper made of an elastoplastic material between the rib protruding in the radial direction inside the sleeve and the outer pipe end surface of the rear propulsion steel pipe, the rear propulsion steel pipe is sealed. Move the steel pipe forward toward the forward propulsion steel pipe,
The forward movement of the rear propulsion steel pipe crushes the water stop material in the axial direction between the rib and the end face of the outer pipe portion, and the water leaking from the 01J ring is sealed with the water stop material. In this method, the inner steel pipes of both propulsion steel pipes are welded together.
次に第3〜8図に示す本発明の一実施例をもとに説明す
ると、第3〜7図は相隣り合った前方側の推進用鋼管3
0と後方側の推進用鋼管31の一部を示すものであり、
それぞれの推進用鋼管30゜31(4内側鋼管32.3
3と、外側鋼管34゜35及びこれと内側鋼管32.3
3との間に充填されたモルタル36.37から成る外側
管部38゜39とから戒り、内側鋼管32.33は外側
管部38.39よりも軸方向に突出して形成されている
。Next, an explanation will be given based on an embodiment of the present invention shown in Figs. 3 to 8. Figs. 3 to 7 show adjacent front propulsion steel pipes 3.
0 and a part of the propulsion steel pipe 31 on the rear side,
Each propulsion steel pipe 30°31 (4 inner steel pipes 32.3
3, outer steel pipe 34°35 and this and inner steel pipe 32.3
The inner steel pipes 32,33 are formed to protrude in the axial direction from the outer pipe parts 38,39.
前方側の推進用鋼管30と後方側の推進用鋼管31との
交互の前進移動時に後方側の推進用鋼管31の外周面と
摺接嵌合するスリーブ40が前方側の推進用鋼管30に
固着され、スリーブ40と後方側の推進用鋼管31との
間には二つの01Jング41,42か介在し、それぞれ
の推進用鋼管30.31内への土砂及び水の漏入を防止
している。When the front propulsion steel tube 30 and the rear propulsion steel tube 31 move forward alternately, the sleeve 40 that slides and fits on the outer peripheral surface of the rear propulsion steel tube 31 is fixed to the front propulsion steel tube 30. Two 01J rings 41 and 42 are interposed between the sleeve 40 and the propulsion steel pipe 31 on the rear side to prevent dirt and water from leaking into the respective propulsion steel pipes 30 and 31. .
二つの01Jング41,42のうち、一方のOノングイ
1は第3図Bに示すように外側鋼管35に形成された溝
43の中に収容され、他方のO’Jング42も第3図C
に示すように外側鋼管35に形成された溝44の中に収
容されている。Of the two O'Jings 41 and 42, one O'Jing 1 is accommodated in a groove 43 formed in the outer steel pipe 35 as shown in FIG. C
As shown in FIG. 3, it is accommodated in a groove 44 formed in the outer steel pipe 35.
前方側の推進用鋼管30と後方側の推進用鋼管31とを
交互に前進移動するには、両推進用鋼管30.31の間
に取付金具45.46を介して中間ジヤツキ47を装着
し、中間ジヤツキ47を駆動することにより、後方側の
推進用鋼管31を固定支持端として前方側の推進用鋼管
30を前進させる。In order to alternately move the forward propulsion steel pipe 30 and the rear propulsion steel pipe 31 forward, an intermediate jack 47 is installed between both propulsion steel pipes 30, 31 via fittings 45, 46, By driving the intermediate jack 47, the front propulsion steel pipe 30 is advanced with the rear propulsion steel pipe 31 as a fixed support end.
所定距離前方側の推進用鋼管30を前進した後、中間ジ
ヤツキ47の駆動を停止し、ピット5内の元押しジヤツ
キ6により後方側の推進用鋼管31を前進させ、前方側
の推進用鋼管30に近ずける。After advancing the front propulsion steel pipe 30 by a predetermined distance, the drive of the intermediate jack 47 is stopped, and the rear propulsion steel pipe 31 is advanced by the main push jack 6 in the pit 5, and the front propulsion steel pipe 30 is moved forward. get closer to
これを繰り返して推進用鋼管に一種の螺動運動を行なわ
せ、地中に推進用鋼管30.31を推進させる。This is repeated to cause the propulsion steel pipe to perform a kind of spiral movement, thereby propelling the propulsion steel pipe 30, 31 underground.
この推進移動中には二つの01Jング41,42によっ
て外部からの土砂及び水の流入ないし漏入がシールされ
る。During this propulsion movement, the two 01J rings 41 and 42 seal off the inflow or leakage of earth and sand and water from the outside.
推進終了後前方側の推進用鋼管30と後方側の推進用鋼
管31とを溶接するには、中間ジヤツキ47を取り外し
た後第4図に示すようにスリーブ40の内周面径方向に
リブ48を突設し、歴青質含浸のウレタンフオーム若し
くはブチルゴム等の弾性或いは塑性変形する環状の止水
材49を接着剤によりスリーブ40の内周面に接着する
。To weld the front propulsion steel pipe 30 and the rear propulsion steel pipe 31 after propulsion is completed, after removing the intermediate jack 47, as shown in FIG. An annular water stop material 49 that is elastically or plastically deformable and made of bituminous impregnated urethane foam or butyl rubber is bonded to the inner peripheral surface of the sleeve 40 with an adhesive.
それから、元押ジヤツキ6により後方側の推進用鋼管3
1を前方側の推進用鋼管30に向けて前進移動させ、第
6図に示すように前方側の推進用鋼管30の内側鋼管3
2と後方側の推進用鋼管31の内側鋼管33とが突き合
わされる。Then, the propulsion steel pipe 3 on the rear side is
1 is moved forward toward the forward propulsion steel pipe 30, and as shown in FIG.
2 and the inner steel pipe 33 of the propulsion steel pipe 31 on the rear side are butted against each other.
これにより、環状の止水材49はリブ48と後方側の推
進用鋼管31の外側管部端面との間で第6図に示すよう
に軸方向に押し潰されて環状の止水材49がスリーブ4
0と内側鋼管33とに密着する。As a result, the annular water stop material 49 is crushed in the axial direction between the rib 48 and the outer end surface of the propulsion steel pipe 31 on the rear side, as shown in FIG. sleeve 4
0 and the inner steel pipe 33.
したがって、01Jング4L42を通って漏入する水は
たとえ僅かであってもこの止水材49によって密封され
る。Therefore, even if a small amount of water leaks through the 01J ring 4L42, it is sealed by the water stop material 49.
このようにOIJソングL42と環状の止水材49とに
よって完全に水分の漏入が防止された状態のもとて両推
進用鋼管30.31の管端部53を溶接することができ
る。In this way, the pipe ends 53 of both propulsion steel pipes 30 and 31 can be welded in a state where moisture leakage is completely prevented by the OIJ song L42 and the annular water stop material 49.
溶接接合が終了した後、スリーブ40と内側鋼管32.
33との間にモルタル50を注入する。After the welding is completed, the sleeve 40 and the inner steel pipe 32.
Mortar 50 is injected between 33 and 33.
この状態を示すと第8図に示す通りである。This state is shown in FIG.
第5図は本発明の他の具体例として環状止水材49を後
方側の推進用鋼管31の外側管部39の端面に接着材で
接着した場合を示す図であり、リブ48と外側管部39
の端面との間に止水材49を挿入するのであればこのよ
うな方法でも良い。FIG. 5 is a diagram showing a case in which an annular water stop material 49 is bonded to the end surface of the outer tube portion 39 of the rearward propulsion steel tube 31 with an adhesive as another specific example of the present invention. Part 39
Such a method may be used as long as the water stop material 49 is inserted between the end face of the holder.
前方側と後方側の推進用鋼管30.31のそれぞれの内
側鋼管32と33を突き合わせるときに、内側鋼管32
の軸心と内側鋼管33の軸心とがずれる場合がある。When matching the inner steel pipes 32 and 33 of the front and rear propulsion steel pipes 30 and 31, the inner steel pipe 32
The axis of the inner steel pipe 33 may be misaligned with the axis of the inner steel pipe 33.
これを補正するために第7図に示すように止水材49を
挿入した後に前方側の推進用鋼管30の内側鋼管32の
外周面にストッパ51を全周あるいは所定間隔置きに溶
接し、ガイド52を環状に内側鋼管32の外周面に嵌合
させるようにしても良い。In order to correct this, after inserting a water stopper 49 as shown in FIG. 52 may be fitted into the outer peripheral surface of the inner steel pipe 32 in an annular shape.
このようにして、本発明の接合方法にあっては内側鋼管
32と33同志を直接突き合わせて溶接し得るから溶接
量が従来方法に比し少なくなり、溶接歪が少なくなるが
、従来と同様に内側鋼管32と33との間にセグメント
を介在させてセグメントを介して内側鋼管同志を溶接す
ることも勿論可能である。In this way, in the joining method of the present invention, since the inner steel pipes 32 and 33 can be welded by directly butting each other, the amount of welding is smaller than in the conventional method, and the welding distortion is reduced. Of course, it is also possible to interpose a segment between the inner steel pipes 32 and 33 and weld the inner steel pipes together via the segment.
第2図に示した従来方法にあっては溶接中は勿論のこと
推進中もOリングと止水用ゴムパツキンとで常に密封す
るようにしたが、本発明においては推進時はOリングだ
けで一次的に止水するようにし、このときにたとえ僅か
でも水の漏入があつても推進作業に困難を来たすことが
ないが、溶接時に水の漏入があると溶接不良を起こすこ
とがあるので、このときには弾塑性材の止水材で密封す
る。In the conventional method shown in Fig. 2, the O-ring and water-stopping rubber gasket were always used to seal the water not only during welding but also during propulsion, but in the present invention, only the O-ring was used during propulsion. Even if there is a small amount of water leaking at this time, it will not cause difficulties in the propulsion work, but if water leaks during welding, it may cause welding defects. In this case, it is sealed with a water-stopping material made of elastoplastic material.
したがって、本発明によれば推進用鋼管の推進移動時に
土砂等によって01Jングに損傷が生じ、地下水が推進
用鋼管中に僅かでも漏入したとしても、環状止水材で溶
接時にスリーブと推進用鋼管との間が完全に密封される
ことにより、水分の影響がない良好な状態の下で溶接を
行なうことができ、しかも、前方側と後方側の推進用鋼
管の溶接は、従来複数個のセグメントを挿入して行なっ
ていたが、本発明にあって(1両推進用鋼管の管端同志
を直接突き合わせて溶接することが可能となり、溶接作
業が簡単になるだけでなく、溶接時の熱歪が生じること
なく、優れた接合方法となった。Therefore, according to the present invention, even if the 01J ring is damaged by earth and sand during the propulsion movement of the propulsion steel pipe and even a small amount of groundwater leaks into the propulsion steel pipe, the annular water-stopping material can be used to connect the sleeve and the propulsion pipe during welding. By completely sealing the gap between the steel pipe and the steel pipe, welding can be performed under good conditions without the influence of moisture. Moreover, welding of the front and rear propulsion steel pipes conventionally required multiple welding steps. Previously, this was done by inserting segments, but with the present invention, it is now possible to weld the pipe ends of one propulsion steel pipe directly against each other, which not only simplifies the welding work but also reduces the heat generated during welding. This resulted in an excellent joining method with no distortion.
第1図は推進工法を行なっている状態を示す断面図、第
2図は従来の推進用鋼管の接合方法を示す断面図、第3
図Aは本発明の接合方法を示す断面図であり、中間ジヤ
ツキを両推進用鋼管の間に装着した状態を示す。
第3図Bは第3図AのB部拡大断面図、第3図Cは第3
図AのC部拡大断面図、第4図は止水材を取付けた状態
を示す断面図、第5図は止水材の取付方法の他の具体例
を示す断面図、第6図は溶接終了した状態を示す断面図
、第7図は内側鋼管同志を突合わすための他の具体例を
示す断面図、第8図は接合終了状態を示す斜視図、
図面中、30は前方側の推進用鋼管、31は後方側の推
進用鋼管、32.33は内側鋼管、38゜39は外側管
部、40はスリーブ、4L42は01Jング、47は中
間ジヤツキ、49は環状の止水材。Figure 1 is a sectional view showing the state in which the propulsion method is being carried out, Figure 2 is a sectional view showing the conventional method of joining steel pipes for propulsion, and Figure 3
Figure A is a sectional view showing the joining method of the present invention, and shows a state in which an intermediate jack is installed between both propulsion steel pipes. Figure 3B is an enlarged sectional view of section B in Figure 3A, and Figure 3C is an enlarged sectional view of section B in Figure 3A.
An enlarged cross-sectional view of part C in Figure A, Figure 4 is a cross-sectional view showing the water-stopping material installed, Figure 5 is a cross-sectional view showing another example of how to attach the water-stopping material, and Figure 6 is welding. 7 is a sectional view showing another specific example for butting inner steel pipes together; FIG. 8 is a perspective view showing the finished state of joining; In the drawing, 30 indicates forward propulsion. 31 is the rear propulsion steel pipe, 32, 33 is the inner steel pipe, 38° and 39 are the outer pipe parts, 40 is the sleeve, 4L42 is the 01J ring, 47 is the intermediate jack, and 49 is the annular water stop material.
Claims (1)
れ同心状に前後に隣り合う二つの推進用鋼管のうち、前
方側の推進用鋼管に固着され後方側の推進用鋼管の外周
面に対して摺動自在に嵌合するスリーブと前記後方側の
推進用鋼管との間にOリングを介在させて、前記前方側
と後方側のそれぞれの推進用鋼管の交互の前進移動時に
おける土砂及び水の流入を密封し、前記スリーブ内に径
方向に突設されたリブと前記後方側の推進用鋼管の外側
管部端面との間に弾塑性材の環状止水材を挿入した後、
後方側の推進用鋼管を前方側の推進用鋼管に向けて前進
移動させ、後方側の推進用鋼管の前記前進移動によって
前記リブと前記外側管部の端面との間で前記止水材を軸
方向に押し潰し、前記01Jングから漏入する水を前記
止水材で密封しながら前記両推進用鋼管の内側鋼管同志
を溶接するようにしたことを特徴とする推進用鋼管の中
押し部の接合方法。1. Of two propulsion steel tubes in which the inner steel tube is formed so as to protrude in the axial direction than the outer tube portion, and which are concentrically adjacent to each other in the front and back, it is fixed to the front propulsion steel tube and attached to the outer circumferential surface of the rear propulsion steel tube. An O-ring is interposed between the sleeve and the rear propulsion steel pipe, which are slidably fitted to each other, so that earth and sand can be removed during alternate forward movement of the front and rear propulsion steel pipes. After sealing the inflow of water and inserting an annular water stopper made of an elastoplastic material between a rib protruding in the radial direction within the sleeve and an end surface of the outer pipe portion of the rear propulsion steel pipe,
The rear propulsion steel pipe is moved forward toward the front propulsion steel pipe, and the forward movement of the rear propulsion steel pipe causes the water stop material to be pivoted between the rib and the end surface of the outer pipe portion. The inner steel pipes of both the propulsion steel pipes are welded together while the inner steel pipes of the two propulsion steel pipes are crushed in the direction and the water leaking from the 01J ring is sealed with the water stop material. Method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6667378A JPS5841400B2 (en) | 1978-06-05 | 1978-06-05 | How to join the middle press part of propulsion steel pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6667378A JPS5841400B2 (en) | 1978-06-05 | 1978-06-05 | How to join the middle press part of propulsion steel pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS54158014A JPS54158014A (en) | 1979-12-13 |
| JPS5841400B2 true JPS5841400B2 (en) | 1983-09-12 |
Family
ID=13322661
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6667378A Expired JPS5841400B2 (en) | 1978-06-05 | 1978-06-05 | How to join the middle press part of propulsion steel pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5841400B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0259196U (en) * | 1988-10-24 | 1990-04-27 |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58160494A (en) * | 1982-03-17 | 1983-09-22 | 住友金属工業株式会社 | Method of joining intermediate jack section in method of propulsive construction |
-
1978
- 1978-06-05 JP JP6667378A patent/JPS5841400B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0259196U (en) * | 1988-10-24 | 1990-04-27 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS54158014A (en) | 1979-12-13 |
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