JPS5841399B2 - 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
- JPS5841399B2 JPS5841399B2 JP6667278A JP6667278A JPS5841399B2 JP S5841399 B2 JPS5841399 B2 JP S5841399B2 JP 6667278 A JP6667278 A JP 6667278A JP 6667278 A JP6667278 A JP 6667278A JP S5841399 B2 JPS5841399 B2 JP S5841399B2
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- propulsion
- propulsion steel
- ring
- 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
Landscapes
- 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(こおいて、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 propulsion method for laying pipes such as water supply pipes underground by propelling the steel pipes into the ground without excavating the road surface or ground surface. Concerning a method for joining steel pipes underground.
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能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 method, steel pipes are propelled into the ground by a hydraulic jack installed in one of two pits that are opened a predetermined distance, and the steel pipes are pushed into the ground by the hydraulic jack from one of the pits. This is a method of laying steel pipes between the pits and the other pit by propelling the steel pipes 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とを交互に駆動することにより一種の嬬動運動
を推進用鋼管に力P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 thrust jack installed in one pit, not only does it require a main thrust 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 propulsion steel pipe 2 on the front side as an end is advanced by an intermediate jack 4,
Next, the rear propulsion steel pipe 3 is pushed forward by the main push jack 6 in one of the pits 5, and by alternately driving the main push jack 6 and the intermediate jack 4, a kind of oscillating motion is applied to the propulsion steel pipe. A construction method has been developed in which the propulsion steel pipe can be laid even over a long propulsion distance by propelling the steel pipe to the other pit 7 without increasing the thrust of the main pusher jack 6.
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 above-mentioned conventional propulsion steel pipe joining method is shown in FIG. The outer tube part 14 formed by the mortar 12 and 13
.. 15 to the front and rear propulsion steel pipes 2
, 3 are 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との間に倒木かの短尺のタ
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 seal with the water stop rubber gasket 20, it is necessary to press it, and therefore an intermediate jack (not shown) installed between the inner steel pipes 8 and 9 of both propulsion steel tubes 2 and 3 and the water stop rubber gasket 20 are used. A short turnbuckle (not shown), such as a fallen tree, is installed between the water stopper rubber gasket 20 when the intermediate jack is used to alternately propel both the front and rear propulsion steel pipes. Trying to keep it sealed.
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
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,
By inserting the segment 23 between the segments 9 and welding the segment 23 and the inner tube portions 8 and 9, the inner steel tubes 8 and 9 on the front side and the rear side are joined to each other via the segment 23.
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ターンバックル22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 conventional joining methods, the installation of the turnbuckle 22 for pressing the water-stopping rubber backing 20 not only requires complicated work such as reassembling and inserting multiple segments 23, but also involves many complicated operations such as reassembling and inserting multiple segments 23. Since the amount of welding between the plurality of segments 23 and the inner steel pipes 8 and 9 for welding the inner steel pipes 8 and 9 was enormous, welding distortion had 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
間に一次止水用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、前記後方側の推進用鋼
管に先端に向かうに従がって漸次小径となるように形成
されたテーパ部と前記スリーブとの間に二次止水用01
Jングを挿入した後、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テーパ部と前記スリーブとの
間で前記二次止水用Oリングを径方向に押し潰し、前記
01Jングから漏入する水を前記二次止水用Oリングで
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 propulsion steel tubes that protrude in the axial direction from the pipe section and are concentrically adjacent to each other, it is fixed to the front propulsion steel tube and can slide freely against the outer circumferential surface of the rear propulsion steel tube. A primary water-stopping 01J ring is interposed between the sleeve that fits into the sleeve and the rear propulsion steel pipe to prevent dirt and water during alternate forward movement of the front and rear propulsion steel pipes. A secondary water stopper 01 is provided between the sleeve and a tapered portion formed in the rear propulsion steel pipe so that the diameter becomes gradually smaller toward the tip.
After inserting the J-ring, 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 two parts to separate between the tapered portion and the sleeve. The inner steel pipes of both propulsion steel pipes are welded together while the secondary water stop O-ring is crushed in the radial direction and the water leaking from the 01J ring is sealed with the secondary water stop O-ring. This is a method for joining the intermediate pressed portion of a propulsion steel pipe, which is characterized by the following.
次に第3〜7図に示す本発明の一実施例をもとに説明す
ると、第3〜6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は内側鋼管32.33
と、外側鋼管34゜35及びこれと内側鋼管32.33
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とから成り、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 7. Figs. 3 to 6 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 is an inner steel pipe 32.33
and outer steel pipe 34°35 and this and inner steel pipe 32.33
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
の間には二つの一次止水用Oリング41.42が介在し
、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 pipe 30 and the rear propulsion steel pipe 31 move forward alternately, the sleeve 40 that slides and fits on the outer peripheral surface of the rear propulsion steel pipe 31 is attached to the front propulsion steel pipe 30.
Two primary water-stopping O-rings 41 and 42 are interposed between the sleeve 40 and the rear propulsion steel pipe 31 to prevent earth and water from leaking into the respective propulsion steel pipes 30 and 31. This prevents entry.
二つの一次止水用01Jング41.42のうち、一方の
一次止水用01Jング41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、他方の一
次止水用0 ’Jソング2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 primary water-stopping 01J-rings 41, 42, one of the primary water-stopping 01J-rings 41 is housed in a groove 43 formed in the outer steel pipe 35, as shown in FIG. The water-stopping 0'J song 2 is also housed in a groove 44 formed in the outer steel pipe 35, as shown in FIG. 3C.
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1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 move the forward propulsion steel pipe 30 and the rear propulsion steel pipe 31 forward alternately, an intermediate jack 47 is installed between both propulsion steel pipes 30 and 31 via fittings 45 and 46, By driving the intermediate jack 47 once, 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 driving 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, and the front propulsion steel pipe 30 is moved forward. Get closer.
これを繰り返して推進用鋼管に一種の嬬動運動を行なわ
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 oscillating motion, thereby propelling the propulsion steel pipe 30, 31 underground.
この推進移動中には二つの一次止水用0 ’Jング41
.42によって一次止水が保たれ、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, there are two primary water stoppages.
.. 42 maintains a primary water stop and seals out the inflow or leakage of earth and sand and water from the outside.
後方側の推進用鋼管30の先端部には先端に向かうに従
がって漸次小径となるようにテーパ部48が形成されて
おり、前方側の推進用鋼管30と後方側の推進用鋼管3
1とを交互に前進移動した後に、前後の両推進用鋼管3
0.31とを溶接するには、中間ジヤツキを取り外し第
4図に示すように二次止水用01Jング49をスリーブ
40と後方側の推進用鋼管31のテーパ部48との間に
挿入する。A tapered part 48 is formed at the distal end of the rear propulsion steel pipe 30 so that the diameter becomes gradually smaller toward the distal end, and the front propulsion steel pipe 30 and the rear propulsion steel pipe 3 are connected to each other.
After moving forward alternately with 1, both front and rear propulsion steel pipes 3
0.31, remove the intermediate jack and insert the secondary water-stopping 01J ring 49 between the sleeve 40 and the tapered part 48 of the propulsion steel pipe 31 on the rear side, as shown in FIG. .
そして、元押しジヤツキ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に向けて前進させると、二
次止水用01Jング49はテーパ部48の楔効果により
スリーブ40とテーパ部48との間で径方向に押し潰さ
れ、スリーブ40と後方側の推進用鋼管外周との間を密
封する。Then, the propulsion steel pipe 3 on the rear side is
1 is advanced toward the forward propulsion steel pipe 30, the secondary water-stopping 01J ring 49 is crushed in the radial direction between the sleeve 40 and the tapered part 48 due to the wedge effect of the tapered part 48, and the sleeve 40 and the outer periphery of the propulsion steel pipe on the rear side.
後方側の推進用鋼管31の前進移動により、二次止水用
01Jング49を押し潰ぶすと同時に、両推進用鋼管3
0.31の内側鋼管32.33同志を突き合わせる。The forward movement of the rear propulsion steel pipe 31 crushes the secondary water stop 01J ring 49, and at the same time, both propulsion steel pipes 3
0.31 inner steel pipe 32.33 butt against each other.
したがって、−吹止水用01Jング41,42を通って
漏入する水がたとえ僅かであっても、二次止水用01J
ング49によって完全に密封されると共に、完全に水分
の漏入が防止された状態のもとで、両推進用鋼管30.
31の管端部53を溶接することができる。Therefore, even if the water leaking through the blow-off water stop 01J rings 41 and 42 is small, the secondary water stop 01J
Both propulsion steel tubes 30.
31 tube ends 53 can be welded.
溶接が終了した後、スリーブ40と内側鋼管30.31
との間にモルタル50を注入する。After the welding is finished, the sleeve 40 and the inner steel pipe 30.31
Mortar 50 is injected between.
この状態を示すと第5.7図に示す通りである。This state is shown in Figure 5.7.
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6図に示すように二次止水用O
リング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, a secondary water stop O
After inserting the ring 49, stoppers 51 are welded to the outer peripheral surface of the inner steel pipe 32 of the forward propulsion steel pipe 30 all around or at predetermined intervals, and the guide 52 is fitted annularly to the outer peripheral surface of the inner steel pipe 32. You can also do it.
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, but the same as in the conventional method. 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01Jングと止水用ゴムパツキン20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一次
止水用0 ’Jソング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っても推進作業
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、このときには二次
止水用Oリングで密封する。In the conventional method shown in Fig. 2, the 01J ring and the water-stopping rubber packing 20 are always sealed not only during welding but also during propulsion, but in the present invention, the primary water-stopping rubber seal 20 is used during propulsion. 0 'Try to temporarily stop the water with a J song,
Even if there is a small amount of water leaking at this time, it will not cause difficulty in the propulsion work, but if water leaks during welding, it may cause welding defects, so in this case, use the secondary water stop. Seal with an O-ring.
したがって、本発明によれば推進用鋼管の推進移動時に
土砂等によって一次止水用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、二次
止水用01Jング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、本発明にあっては両推
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
の熱歪も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 primary water-stopping 01J ring is damaged by earth and sand during propulsion movement of the propulsion steel pipe, and even a small amount of groundwater leaks into the propulsion steel pipe, the secondary water-stopping 01J ring Since the space between the sleeve and the propulsion steel pipe is completely sealed during welding, welding can be carried out under good conditions without the influence of moisture, and the space between the front and rear propulsion steel pipes is completely sealed. Conventionally, welding was performed by inserting multiple segments, but with the present invention, it is now possible to weld the ends of both propulsion steel pipes directly against each other, which simply simplifies the welding work. This resulted in an excellent joining method that did not cause any thermal distortion during welding.
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図は二次止水用01Jング
を取付けた状態を示す断面図、第5図は溶接終了した状
態を示す断面図、第6図は内側鋼管同志を突合わすため
の具体例を示す断面図、第7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は一次止水用Oリング、
47は中間ジヤツキ、49は二次止水用Oリング。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.
Fig. 4 is a sectional view showing the state in which the secondary water stop 01J ring is installed; Fig. 5 is a sectional view showing the welded state; Fig. 6 is an enlarged sectional view of part C in Fig. A; FIG. 7 is a cross-sectional view showing a specific example of butting, and FIG. 7 is a perspective view showing a state in which the joining is completed. In the drawing, 30 is a forward propulsion steel pipe, 31 is a rear propulsion steel pipe, 32 and 33 are inner steel pipes, 38° and 39 are outer pipe parts, 40 is a sleeve, 4L42 is an O-ring for primary water stop,
47 is the intermediate jack, and 49 is the secondary water stop O-ring.
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一次止水用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、前記後
方側の推進用鋼管に先端に向かうに従がって漸次小径と
なるように形成されたテーパ部と前記スリーブとの間に
二次止水用0リングを挿入した後、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テーパ部と前記
スリーブとの間で前記二次止水用01Jングを径方向に
押し潰し、前記−次止水用01Jングから漏入する水を
前記二次止水用01Jング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. A primary water-stopping 01J ring is interposed between the sleeve slidably fitted to the rear propulsion steel pipe, and the front and rear propulsion steel pipes are alternately moved forward. A secondary water stop is provided between the sleeve and a tapered part formed in the rear propulsion steel pipe so that the diameter gradually becomes smaller toward the tip. After inserting the O-ring, 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 two parts to separate between the tapered portion and the sleeve. The 01J ring for secondary water stop is crushed in the radial direction, and the inner steel pipes of both propulsion steel pipes are welded together while sealing the water leaking from the 01J ring for secondary water stop with the 01J ring for secondary water stop. 1. A method for joining a middle press part of a propulsion steel pipe, characterized in that:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6667278A JPS5841399B2 (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 |
|---|---|---|---|
| JP6667278A JPS5841399B2 (en) | 1978-06-05 | 1978-06-05 | How to join the middle press part of propulsion steel pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS54158013A JPS54158013A (en) | 1979-12-13 |
| JPS5841399B2 true JPS5841399B2 (en) | 1983-09-12 |
Family
ID=13322627
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6667278A Expired JPS5841399B2 (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) | JPS5841399B2 (en) |
-
1978
- 1978-06-05 JP JP6667278A patent/JPS5841399B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS54158013A (en) | 1979-12-13 |
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