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JP4565369B2 - How to take out the branch pipe - Google Patents
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JP4565369B2 - How to take out the branch pipe - Google Patents

How to take out the branch pipe Download PDF

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Publication number
JP4565369B2
JP4565369B2 JP2000176387A JP2000176387A JP4565369B2 JP 4565369 B2 JP4565369 B2 JP 4565369B2 JP 2000176387 A JP2000176387 A JP 2000176387A JP 2000176387 A JP2000176387 A JP 2000176387A JP 4565369 B2 JP4565369 B2 JP 4565369B2
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Japan
Prior art keywords
resin
pipe
branch
branch pipe
joint
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JP2000176387A
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Japanese (ja)
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JP2001355759A (en
Inventor
仁 丹生
文和 石部
道継 小宮
英和 西郷
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Proterial Ltd
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Hitachi Metals Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、樹脂製本管の側部から樹脂製分岐管を取り出す分岐管取出し方法に関するものである。
【0002】
【従来の技術】
従来、ガス、上水道などの地下埋設管から供給管を分岐させる場合には、掘削予定位置周辺の地盤を地上から大きく掘削して土砂を取り除き、地下埋設管を広く露出させた上で作業を進めることが普通であった.しかしこの方法は、地下埋設管の位置が掴めず掘削すべき位置が正確に決定できないときは仕方がないが、埋設管の位置が正確に判っているときは、地下埋設管周辺を広く露出させて開削するため、作業量が増え、掘削土砂が増え、掘削機械を要し、工期が長くなり不経済で、周辺地域交通等の悪影響もあった。
これを解決するため、特開昭61−228184や特開平2−199389のように大きく掘削せず必要な部分のみ穴あけ掘削する非開削の分岐工法が知られている。また、特開平7−239056のように非開削にて比較的小さな作業空間を形成する方法も知られている。
【0003】
【発明が解決しようとする課題】
しかしながら、前記特開昭61−228184や特開平2−199389の非開削での分岐工法は、内部に圧力の掛かっていない管、或いは下水道管のように管内の内圧が小さい管に適用され、上水道やガスの配管分岐工法には不向きである。また近年、ガス、上水道用埋設管として採用されているポリエチレン管等の合成樹脂製管では、分岐部の接合が接着あるいは加熱融着接合のため、接着部を清浄化しなければならないので適用できない問題があった。
【0004】
本発明は、地上から掘削する大きさを必要最小限にして分岐取出しが行え、工期が短く経済的に上水道、ガス等の地下埋設管から供給管を分岐取出しできる分岐取出し方法を提供するものである。
【0005】
【課題を解決するための手段】
本発明の要旨は、埋設された樹脂製本管に対して地上から樹脂製分岐管を挿入して、端部に樹脂製継手を接続した樹脂製分岐管を樹脂製本管の側面に押付けながら回転を与えて摩擦熱で融着し、融着した分岐管の内部に穿孔具を挿入して前記本管に分岐孔を穿孔し、本管から分岐管を分岐取出しする分岐管取出し方法であって、前記樹脂製分岐管の樹脂製継手の端部には閉塞した融着面を有し、前記樹脂製本管の側面に樹脂製継手を押し付けながら回転を与えて摩擦熱で融着する際、樹脂製継手の閉塞した融着面には軸芯方向に突出する突出部を持つことを特徴とする分岐管取出し方法である。
上記において前記樹脂製継手の融着面は前記分岐管の外径より大きい外径の張出部を持つことを特徴とする分岐管取出し方法である。
また本発明の要旨は、埋設された樹脂製本管に対して地上から樹脂製分岐管を挿入して、端部に樹脂製継手を接続した樹脂製分岐管を樹脂製本管の側面に押付けながら回転を与えて摩擦熱で融着し、融着した分岐管の内部に穿孔具を挿入して前記本管に分岐孔を穿孔し、本管から分岐管を分岐取出しする分岐管取出し方法であって、前記樹脂製分岐管の樹脂製継手の端部には閉塞した融着面を有し、樹脂製本管の側面に樹脂製継手を押し付けながら回転を与えて摩擦熱で融着する際、樹脂製継手の融着面は前記分岐管の外径より大きい外径の張出部を持ち、この張出部には凸形状部が設けてあることを特徴とする分岐管取出し方法である。
上記において、前記本管側面に平面部を設け、該平面部に樹脂製分岐管または樹脂製継手を融着することを特徴とする分岐管取出し方法である。
また上記において、埋設された前記樹脂製本管に対して地上から掘削孔を設け、該掘削孔内に流体噴射ノズルと排出管を挿入して高圧流体を噴射し、樹脂製本管周りの洗浄と泥水を排出して分岐作業用空間を形成し、その後該分岐作業空間内に前記樹脂製分岐管を挿入して本管の側部に融着し分岐取出しを行うことを特徴とする分岐管取出し方法である。
また、掘削孔を設けたあと、地上から保護管を挿入し、保護管内に前記噴射ノズルや排出管を挿入することができる。
また、保護管の先端には前進可能なケーシングを装着し、ケーシング内で本管の分岐取出し空間を形成することができる。また、ケーシングの先端部には本管に密着するシール部材を設け、前記ケーシングの前進動作によりシール部材を本支管に密着して、前記分岐作業空間を形成することができる。
【0006】
【発明の実施の形態】
以下本発明の実施の形態を図面に基づいて説明する。
図1は推進作業前の供給管推進装置を含む全体図を示す。図2は地上から地下に埋設した本支管の直前の位置に達するまで掘削坑を形成する工程を示す。図3および図4は分岐作業空間を形成する工程及び本支管付近の洗浄を行う工程を示す。図54は回転融着用小型分岐継手を装入する工程を示す。図65は回転摩擦圧接により本支管への融着作業工程を示す。
【0007】
図1において、道路側の地盤1にポリエチレン等の合成樹脂製本管2が埋設されている。宅地内には推進装置3が設置される。まず、地上から本管2に対して垂直に孔を設けて本管2に発信器6を取り付け、図2のごとく発信器6からの電波をもとに推進器3から目標位置を確認しながら推進ヘッド4を前進させ、推進方向や角度を修正して掘削し掘削坑5を形成する。ここで推進ヘッド4としては、オーガなどの回転掘削推進できるものを使用する。またエアハンマなどによる地盤面を打撃して拡坑推進できるものを使用してもよい。また小径のガイドロッドを本支管直前まで掘削推進し、その後拡径装置18 を用いて掘削抗5を形成しても良い。その際、保護管7を同時に引き込んでも良い。
【0008】
続いて図3のごとく地上から掘削坑5内に保護管7を挿入し、保護管7の先端部が本支管2の近傍に達すれば、保護管7内に地上から高圧水噴射ノズル8を挿入し、地上に設置した高圧流体発生装置 から高圧ホース等で高圧水を導き、ノズル8から埋設本管2の地盤面に向かって噴射し、地盤面を掘り崩すと共に土砂を泥状化する。一方、生成した泥水は図4のごとく保護管7内部に挿入した排出管9を通して地上に吸い上げて排出し地盤面を掘り下げる。
【0009】
次いで更に保護管7を地盤1内に挿入し、上記と同様高圧水噴射と吸引操作を繰り返しながら地盤1の掘削を進め、本管2に近接する位置まで保護管7を押し込む。こうして掘り進めると掘削坑5の底面に本支管2の面が露出し、更に高圧水を噴射することにより本支管2周辺の土壌を泥状化して排出され、ある程度の大きさを持った空間10が形成される。
【0010】
このようにして保護管7全体が地盤1内に挿入されてもまだ掘削坑5の深さが予定に達しないときは、その後端に別に用意した単位管体を結合することによって保護管7を延長して掘削を継続してもよい。また、掘削した掘削坑5が直線上ではなく、発信器6の信号により推進ヘッド4が方向修正を行って掘削坑5が結果的に曲がりくねる場合もあるので、保護管7の少なくとも先端部分を可とう性のある管、例えば管軸長手方向に沿って凹凸を形成したコルゲート管、或いはポリエチレンなどの合成樹脂管にして可とう性を持たせ、掘削坑5が曲がっても追従できるようにする。
また、流体噴射ノズル8から流体を噴射させて埋設本支管2周囲の排土の状況や本支管2の外面に付着した土などを地上で観察するために、流体噴射ヘッド8とともに照明機構を装備したTVカメラ装置11を保護管7内に挿入するとよい。照明機構により本支管2の周辺に光を照射することにより観察が可能となる。
【0011】
また図4のごとく前後進動作可能なケーシング12が保護管7の内方先端から最終的に伸び、この前進動作により本支管2に密着して地盤1から遮断された分岐作業空間13を形成する。ケーシング12の先端には本支管2と密着するためにシール材14、14を設けてある。シール材14、14は、ゴムなどの柔軟材料を用いるため、本支管2と密着した分岐作業空間13が形成され、外部地盤と密閉される。
【0012】
更に密閉された分岐作業空間13内で流体噴射ノズル8から更に高圧水を本支管2表面に向けて噴射して本支管2の分岐部の洗浄を行い、生成される洗浄水を泥水の場合と同様に排出管9を介して地上に吸引排出し作業空間13を形成する。その後、本管2の洗浄状態や表面の状態をTVカメラ装置11により傷付き等の異常がないか地上から確認する。
【0013】
次いで図5のごとく、本管2の管軸中心位置を検出して、本管に融着する分岐継手15を保護管7内に挿入する。分岐継手15には予め供給管16を接続してある。分岐継手15は姿勢修正しながら保護管7内を通して作業空間13内に導入し、本管2の分岐部に装着する。
次いで図6のごとく、分岐継手15を把持して回転させながら本管2へ所定の押付け力で回転させ、押し付け部を摩擦熱で溶融軟化させ、所定の時間その位置が変化しないように保持し所定の時間冷却するのを待つ。所定時間経過後、継手保持具17を保護管7から引き上げる。その際、前述の本支管表面を観察する場合と同様に、継手保持具17にTVカメラ装置を設置して、融着状態を確認する。
【0014】
ここで本管2の側部に供給管16を直接把持して押し付けながら回転して摩擦熱で融着しても良い。また図7に示す分岐継手20を本管2の側面に融着しても良い。分岐継手20は閉塞面21を持っており、継手20を本管2に押し付けると、閉塞面21が本管2の円弧側面に線状に当接して回転が行われ、本管2の円弧側面の線状に摩擦熱が発生して順次溶融しながら側面線状の溶融幅が広がり継手20の外径幅まで溶融されて最終的に円弧側面に継手20が融着される。従って、継手20を押し付けながら回転させる運動力がスムーズに行うことができる。また融着時の溶融樹脂が継手20の外周側に押し出されてビード22が発生するが、このビード22が継手20内に発生しないない。このため融着後、本管2内に穿孔する際の穿孔作業が容易に行える。
【0015】
また図8に示すように、分岐継手20の融着閉塞面に軸芯方向に突出する突出部23を設けて閉塞面21を傘形状に形成しても良い。この場合、突出部23が本管2の円弧側面に1点の集中して押し付けられるので、押し付け回転時の位置決めがなされ、スムーズに継手20を本管2に押し付け回転運動させることができる。
また図9に示すように、分岐継手20の融着閉塞面に軸芯方向に突出する突出部232を設けると共に、端部外周側に張り出す円弧状の張出部24を設けても良い。この場合上記突出部23による位置決めに加えて、本管2と融着時に継手外周側にビード22が押し出されて張出部24でも融着が行われ、融着面積が大きくなりる、本管2と分岐継手20とが強固に融着される。更に図10に示すように張出部にビードが外に出ないよう、凸部形状部26を設けておくことにより、ビードが外に出にくくなり、摩擦熱がより効率的に融着に利用できる。
尚、図11に示すように上記分岐継手20又は供給管16を融着する前に、本管2の融着側面に平面部25を形成してから、上記分岐継手20又は供給管16を回転融着しても良い。
【0016】
次いで地上の供給管16からエアーを入れて融着部の気密試験を行う。その後、供給管内から穿孔装置を挿入して本支管表面を穿孔する。尚気密試験と穿孔作業は従来の分岐作業において広く行われている装置を用いて行う。次いで、流動化処理した土を保護管7内に充填して供給管16と保護管7の間を埋め戻し、最後に保護管7を地上に撤去する。尚、保護管7を地中に残した状態でも良い。
以上で地下埋設本支管からの供給管取り出し方法は終了する。
【0017】
【発明の効果】
以上のごとく本発明の地下埋設本支管からの供給管取り出し方法によれば、地盤を広く掘り返すことなく、地下埋設本支管に対して必要最小限の掘削で分岐作業を行うことができ、地下埋設本支管に継手接合作業および穿孔作業を地上から確実に行うことができる。結果、工事の期間の短縮と作業経費を低減できる効果がある。
【図面の簡単な説明】
【図1】 本発明実施例の推進作業前の供給管推進装置を含む全体図である。
【図2】 民地側から道路下に埋設した本支管2に達するまで掘削坑を形成する工程説明図である。
【図3】 保護管7を挿入しノズル8から高圧水を噴射する工程説明図である。
【図4】 ケーシング12内で高圧水を噴射し、泥水を排出管9から吸い上げる工程説明図である。
【図5】 分岐継手15を把持具17で保持して保護管7内に挿入する工程説明図である。
【図6】 分岐継手15を本管2に押し付けながら回転する回転融着作業の工程説明図である。
【図7】 閉塞面21付き分岐継手20を用いた場合の回転融着作業を示す工程説明図である。
【図8】 分岐継手20に突出部23を設けた実施例の断面図である。
【図9】 分岐継手20に突出部23と張出部24を設けた実施例の断面図である。
【図10】 分岐継手20に突出部23と張出部24を設け、張出部に凸形状部26を設けた実施例の断面図である。
【図11】 回転融着工程の前に本管2の融着面に平面部25を形成して分岐継手20を融着する実施例の断面図である。
【符号の説明】
1 地盤 2 本支管
3 供給管推進装置 4 推進ヘッド
5 掘削孔 6 発信器
7 保護管 8 流体噴射ノズル
9 排出管 10 空間
11 TVカメラ装置 12 ケーシング
13 分岐作業空間 14 シール部材
15、20 分岐継手 16 供給管
17 継手把持具 21 閉塞面
22 ビード 23 突出部
24 張出部 25 平面部
26 凸形状部
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a branch pipe removing method for taking out a resin branch pipe from a side portion of a resin main pipe.
[0002]
[Prior art]
Conventionally, when the supply pipe is branched from underground pipes such as gas and waterworks, the ground around the planned excavation position is largely excavated from the ground to remove earth and sand, and the work is carried out with the underground pipes widely exposed. It was normal. However, this method is unavoidable when the position of the underground pipe cannot be grasped and the position to be excavated cannot be determined accurately, but when the position of the underground pipe is known accurately, the area around the underground pipe is exposed widely. Therefore, the amount of work increased, the amount of excavated earth and sand increased, the excavating machine was required, the construction period was long, it was uneconomical, and there were adverse effects such as traffic in the surrounding area.
In order to solve this problem, there is known a non-opening branching method in which only a necessary portion is drilled and excavated without being greatly excavated as disclosed in JP-A-61-2228184 and JP-A-2-199389. A method of forming a relatively small working space by non-open cutting as disclosed in JP-A-7-239056 is also known.
[0003]
[Problems to be solved by the invention]
However, the non-opening branching method disclosed in Japanese Patent Laid-Open No. 61-228184 and Japanese Patent Laid-Open No. 2-199389 is applied to a pipe in which no internal pressure is applied, such as a pipe in which no internal pressure is applied, or a sewer pipe. It is not suitable for gas pipe branching. Also, in recent years, synthetic resin pipes such as polyethylene pipes used as gas and waterworks buried pipes cannot be applied because the junctions must be cleaned because the junctions of the branch parts are bonded or heat fusion bonded. was there.
[0004]
The present invention provides a branch extraction method that can perform branch extraction with the minimum size to be excavated from the ground, and can branch out the supply pipe from underground pipes such as waterworks and gas with a short construction period and economically. is there.
[0005]
[Means for Solving the Problems]
The gist of the present invention is that a resin branch pipe is inserted into the buried resin main pipe from the ground, and the resin branch pipe connected to the end with a resin joint is pressed against the side of the resin main pipe while rotating. A branch pipe taking out method of inserting and fusing with frictional heat, inserting a punch into the fused branch pipe, drilling a branch hole in the main pipe, and branching out the branch pipe from the main pipe , The end portion of the resin joint of the resin branch pipe has a closed fusion surface. When the resin joint is pressed against the side surface of the resin main pipe and rotated by frictional heat, the resin joint pipe is made of resin. A branch pipe taking-out method is characterized in that the fusion-sealed surface of the joint has a protruding portion protruding in the axial direction .
In the above, melting Chakumen of the resin joint is a branched pipe extraction method characterized by having a projecting portion of the outer diameter larger than the outer diameter of the branch pipe.
The gist of the present invention is that a resin branch pipe is inserted into the buried resin main pipe from the ground, and the resin branch pipe connected to the end with a resin joint is pressed against the side of the resin main pipe while rotating. A branch pipe taking out method, in which a fusion tool is inserted in the fused branch pipe, a punching tool is inserted into the main pipe, a branch hole is drilled in the main pipe, and the branch pipe is taken out from the main pipe. The end of the resin joint of the resin branch pipe has a closed fusion surface. When the resin joint is pressed against the side surface of the resin main pipe and rotated by frictional heat, it is made of resin. The branch pipe taking-out method is characterized in that the fusion surface of the joint has a projecting portion having an outer diameter larger than the outer diameter of the branch tube, and the projecting portion is provided on the projecting portion.
In the above, the branch pipe removing method is characterized in that a flat portion is provided on a side surface of the main pipe, and a resin branch pipe or a resin joint is fused to the flat portion.
Further, in the above, a drilling hole is provided from the ground to the buried resin main pipe, and a high-pressure fluid is jetted by inserting a fluid injection nozzle and a discharge pipe into the drilling hole, and cleaning around the resin main pipe and muddy water A branch pipe removal method, wherein a branch work space is formed by inserting the resin branch pipe into the branch work space and then fused to the side of the main pipe to take out the branch pipe. It is.
Moreover, after providing a digging hole, a protection pipe | tube can be inserted from the ground and the said injection nozzle and a discharge pipe can be inserted in a protection pipe | tube.
In addition, a casing that can be moved forward is attached to the tip of the protective tube, and a branch extraction space for the main tube can be formed in the casing. Further, a seal member that is in close contact with the main pipe is provided at the tip of the casing, and the branch work space can be formed by bringing the seal member into close contact with the main pipe by the forward movement of the casing.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
FIG. 1 shows an overall view including a supply pipe propulsion device before propulsion work. FIG. 2 shows a process of forming an excavation mine until the position just before the main pipe buried underground from the ground is reached. 3 and 4 show a step of forming a branch work space and a step of cleaning the vicinity of the main pipe. FIG. 54 shows a step of inserting a small branch joint for rotary fusion. FIG. 65 shows a process of fusing to the main pipe by rotational friction welding.
[0007]
In FIG. 1, a synthetic resin main pipe 2 made of polyethylene or the like is embedded in the ground 1 on the road side. A propulsion device 3 is installed in the residential land. First, a hole is provided perpendicularly to the main pipe 2 from the ground, and a transmitter 6 is attached to the main pipe 2. While checking the target position from the propulsion device 3 based on the radio wave from the transmitter 6 as shown in FIG. The propulsion head 4 is advanced, and the excavation pit 5 is formed by excavating with the propulsion direction and angle corrected. Here, as the propulsion head 4, an auger or the like capable of propelling by rotary excavation is used. Moreover, you may use what can hit a ground surface with an air hammer etc. and can advance a mine. Alternatively, a small-diameter guide rod may be drilled and propelled immediately before the main branch pipe, and then the drilling resistor 5 may be formed using the diameter expanding device 18. At that time, the protective tube 7 may be pulled in simultaneously.
[0008]
Subsequently, as shown in FIG. 3, the protective pipe 7 is inserted into the excavation pit 5 from the ground, and when the tip of the protective pipe 7 reaches the vicinity of the main branch pipe 2, the high-pressure water injection nozzle 8 is inserted into the protective pipe 7 from the ground. Then, high-pressure water is guided from a high-pressure fluid generator installed on the ground with a high-pressure hose or the like, and sprayed from the nozzle 8 toward the ground surface of the buried main pipe 2 to dig up the ground surface and muddy the earth and sand. On the other hand, the generated muddy water is sucked up and discharged to the ground through the discharge pipe 9 inserted into the protective pipe 7 as shown in FIG. 4, and the ground surface is dug down.
[0009]
Next, the protective tube 7 is further inserted into the ground 1, and excavation of the ground 1 is performed while repeating the high-pressure water injection and suction operation as described above, and the protective tube 7 is pushed to a position close to the main tube 2. When digging in this way, the surface of the main pipe 2 is exposed on the bottom surface of the excavation mine 5, and further, the high-pressure water is injected to make the soil around the main pipe 2 muddy and discharged, and a space 10 having a certain size. Is formed.
[0010]
In this way, when the depth of the excavation pit 5 still does not reach the predetermined depth even when the entire protective tube 7 is inserted into the ground 1, the protective tube 7 is attached by connecting a separately prepared unit tube to the rear end. You may extend and continue drilling. Further, since the excavated pit 5 is not straight, the propulsion head 4 may correct the direction according to the signal from the transmitter 6 and the digged pit 5 may eventually bend. A flexible pipe, for example, a corrugated pipe formed with irregularities along the longitudinal direction of the pipe axis, or a synthetic resin pipe such as polyethylene is made flexible so that it can follow even if the excavation pit 5 is bent. .
In addition, an illuminating mechanism is provided along with the fluid ejecting head 8 in order to observe on the ground the state of soil discharge around the buried main branch pipe 2 and the soil adhering to the outer surface of the main branch pipe 2 by ejecting fluid from the fluid jet nozzle 8. The TV camera device 11 may be inserted into the protective tube 7. Observation can be performed by irradiating the periphery of the main branch pipe 2 with an illumination mechanism.
[0011]
Further, as shown in FIG. 4, a casing 12 capable of moving back and forth is finally extended from the inner tip of the protective tube 7, and by this forward movement, a branch working space 13 is formed which is in close contact with the main branch 2 and is cut off from the ground 1. . Sealing members 14 and 14 are provided at the front end of the casing 12 so as to be in close contact with the main branch pipe 2. Since the sealing materials 14, 14 are made of a flexible material such as rubber, a branch work space 13 that is in close contact with the main branch pipe 2 is formed, and is sealed from the external ground.
[0012]
Further, in the sealed branch work space 13, the high pressure water is further jetted from the fluid jet nozzle 8 toward the surface of the main pipe 2 to wash the branch portion of the main pipe 2, and the generated wash water is muddy water. Similarly, the work space 13 is formed by sucking and discharging to the ground via the discharge pipe 9. Thereafter, the TV camera device 11 confirms whether the main pipe 2 is cleaned or has a surface condition from the ground.
[0013]
Next, as shown in FIG. 5, the tube axis center position of the main pipe 2 is detected, and the branch joint 15 to be fused to the main pipe is inserted into the protective pipe 7. A supply pipe 16 is connected to the branch joint 15 in advance. The branch joint 15 is introduced into the work space 13 through the protective tube 7 while correcting the posture, and attached to the branch portion of the main tube 2.
Next, as shown in FIG. 6, while holding and rotating the branch joint 15, it is rotated to the main pipe 2 with a predetermined pressing force, the pressing portion is melted and softened by frictional heat, and the position is held so as not to change for a predetermined time. Wait for cooling for a predetermined time. After a predetermined time has elapsed, the joint holder 17 is pulled up from the protective tube 7. At that time, as in the case of observing the surface of the main branch pipe described above, a TV camera device is installed on the joint holder 17 to check the fused state.
[0014]
Here, the supply pipe 16 may be directly held and pressed on the side of the main pipe 2 and rotated and fused by frictional heat. 7 may be fused to the side surface of the main pipe 2. The branch joint 20 has a closed surface 21. When the joint 20 is pressed against the main pipe 2, the closed surface 21 linearly contacts the arc side surface of the main pipe 2 to rotate, and the arc side surface of the main pipe 2 is rotated. The frictional heat is generated in a linear shape and the side surface linear melt width spreads and melts to the outer diameter width of the joint 20 while melting sequentially, and the joint 20 is finally fused to the arc side surface. Therefore, the kinetic force of rotating the joint 20 while pressing it can be smoothly performed. Further, the molten resin at the time of fusion is pushed out to the outer peripheral side of the joint 20 to generate the bead 22, but the bead 22 is not generated in the joint 20. For this reason, after fusing, the drilling operation when drilling in the main pipe 2 can be easily performed.
[0015]
Further, as shown in FIG. 8, the closing surface 21 may be formed in an umbrella shape by providing a protruding portion 23 protruding in the axial direction on the fusion closing surface of the branch joint 20. In this case, the protruding portion 23 is pressed at one point on the arc side surface of the main pipe 2 so as to be positioned at the time of the pressing rotation, and the joint 20 can be smoothly pressed and rotated against the main pipe 2.
Moreover, as shown in FIG. 9, while providing the protrusion part 232 which protrudes in an axial direction on the fusion | melting obstruction | occlusion surface of the branch joint 20, you may provide the circular-arc-shaped overhang | projection part 24 which protrudes to an edge part outer peripheral side. In this case, in addition to the positioning by the projecting portion 23, the bead 22 is pushed out to the outer peripheral side of the joint at the time of fusing with the main pipe 2, and the fusing portion 24 is also fused to increase the fusion area. 2 and the branch joint 20 are firmly fused. Furthermore, as shown in FIG. 10, by providing the convex shape portion 26 so that the bead does not come out at the overhanging portion, it becomes difficult for the bead to go out, and the frictional heat is used for fusion more efficiently. it can.
As shown in FIG. 11, before the branch joint 20 or the supply pipe 16 is fused, a flat portion 25 is formed on the fusion side surface of the main pipe 2, and then the branch joint 20 or the supply pipe 16 is rotated. It may be fused.
[0016]
Next, air is introduced from the supply pipe 16 on the ground, and a hermetic test of the fusion part is performed. Thereafter, a punching device is inserted from the supply pipe to punch the surface of the main branch pipe. In addition, the airtight test and the drilling work are performed using an apparatus widely used in the conventional branching work. Next, the fluidized soil is filled into the protective tube 7 and the space between the supply tube 16 and the protective tube 7 is backfilled, and finally the protective tube 7 is removed to the ground. Note that the protective tube 7 may be left in the ground.
This is the end of the method for taking out the supply pipe from the underground buried branch.
[0017]
【The invention's effect】
As described above, according to the method of taking out the supply pipe from the underground buried main branch of the present invention, it is possible to perform the branching work with the minimum necessary excavation to the underground buried main branch without dug up the ground widely. This joint pipe can be reliably joined and drilled from the ground. As a result, the construction period can be shortened and work costs can be reduced.
[Brief description of the drawings]
FIG. 1 is an overall view including a supply pipe propulsion device before propulsion work according to an embodiment of the present invention.
FIG. 2 is an explanatory diagram of a process for forming an excavation mine from the private side to the main branch pipe 2 buried under the road.
FIG. 3 is an explanatory diagram of a process for inserting a protective tube 7 and injecting high-pressure water from a nozzle 8;
FIG. 4 is an explanatory diagram of a process of injecting high-pressure water in a casing 12 and sucking up muddy water from a discharge pipe 9;
FIG. 5 is a process explanatory diagram for inserting the branch joint 15 into the protective tube 7 while holding the branch joint 15 with the gripping tool 17;
FIG. 6 is a process explanatory diagram of a rotary fusing work that rotates while pressing the branch joint 15 against the main pipe 2;
FIG. 7 is a process explanatory diagram showing a rotational fusion work when the branch joint 20 with the blocking surface 21 is used.
FIG. 8 is a cross-sectional view of an embodiment in which a protruding portion 23 is provided on a branch joint 20;
9 is a cross-sectional view of an embodiment in which a projecting portion 23 and an overhang portion 24 are provided on the branch joint 20. FIG.
FIG. 10 is a cross-sectional view of an embodiment in which a projecting portion 23 and an overhang portion 24 are provided on the branch joint 20 and a protruding portion 26 is provided on the overhang portion.
FIG. 11 is a cross-sectional view of an embodiment in which a flat joint 25 is formed on the fusion surface of the main pipe 2 and the branch joint 20 is fused before the rotary fusion process.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Ground 2 Main branch pipe 3 Supply pipe | tube propulsion apparatus 4 Propulsion head 5 Excavation hole 6 Transmitter 7 Protective pipe 8 Fluid injection nozzle 9 Exhaust pipe 10 Space 11 TV camera apparatus 12 Casing 13 Branch work space 14 Seal member 15, 20 Branch joint 16 Supply pipe 17 Joint gripper 21 Blocking surface 22 Bead 23 Protruding part 24 Overhang part 25 Flat part 26 Convex part

Claims (5)

埋設された樹脂製本管に対して地上から樹脂製分岐管を挿入して、端部に樹脂製継手を接続した樹脂製分岐管を樹脂製本管の側面に押付けながら回転を与えて摩擦熱で融着し、融着した分岐管の内部に穿孔具を挿入して前記本管に分岐孔を穿孔し、本管から分岐管を分岐取出しする分岐管取出し方法であって、
前記樹脂製分岐管の樹脂製継手の端部には閉塞した融着面を有し、
前記樹脂製本管の側面に樹脂製継手を押し付けながら回転を与えて摩擦熱で融着する際、樹脂製継手の閉塞した融着面には軸芯方向に突出する突出部を持つことを特徴とする分岐管取出し方法。
A resin branch pipe is inserted from the ground into the buried resin main pipe, and the resin branch pipe with the resin joint connected to the end is pressed against the side of the resin main pipe to rotate and melt by frictional heat. A branch pipe take-out method for inserting and punching a branching tool into the fused branch pipe, drilling a branch hole in the main pipe, and branching out the branch pipe from the main pipe ,
The end of the resin joint of the resin branch pipe has a closed fusion surface,
When the resin joint is pressed against the side surface of the resin main pipe while rotating and is fused by frictional heat, the closed joint surface of the resin joint has a protruding portion protruding in the axial direction. How to take out the branch pipe.
前記樹脂製本管の側面に樹脂製継手を押し付けながら回転を与えて摩擦熱で融着する際、樹脂製継手の融着面は前記分岐管の外径より大きい外径の張出部を持つことを特徴とする請求項記載の分岐管取出し方法。When the resin joint is pressed against the side surface of the resin main pipe and is rotated and fused by frictional heat, the fusion surface of the resin joint has a protruding portion with an outer diameter larger than the outer diameter of the branch pipe. The method for removing a branch pipe according to claim 1 . 埋設された樹脂製本管に対して地上から樹脂製分岐管を挿入して、端部に樹脂製継手を接続した樹脂製分岐管を樹脂製本管の側面に押付けながら回転を与えて摩擦熱で融着し、融着した分岐管の内部に穿孔具を挿入して前記本管に分岐孔を穿孔し、本管から分岐管を分岐取出しする分岐管取出し方法であって、A resin branch pipe is inserted from the ground into the buried resin main pipe, and the resin branch pipe with the resin joint connected to the end is pressed against the side of the resin main pipe to rotate and melt by frictional heat. A branch pipe take-out method for inserting and punching a branching tool into the fused branch pipe, drilling a branch hole in the main pipe, and branching out the branch pipe from the main pipe,
前記樹脂製分岐管の樹脂製継手の端部には閉塞した融着面を有し、The end of the resin joint of the resin branch pipe has a closed fusion surface,
樹脂製本管の側面に樹脂製継手を押し付けながら回転を与えて摩擦熱で融着する際、樹脂製継手の融着面は前記分岐管の外径より大きい外径の張出部を持ち、この張出部には凸形状部が設けてあることを特徴とする分岐管取出し方法。When the resin joint is pressed against the side surface of the resin main pipe and rotated and fused by frictional heat, the fused surface of the resin joint has a protruding portion having an outer diameter larger than the outer diameter of the branch pipe. A branch pipe take-out method, wherein the projecting portion is provided with a convex portion.
前記本管側面に平面部を設け、該平面部に樹脂製分岐管または樹脂製継手を融着することを特徴とする請求項1乃至3のいずれかに記載の分岐管取出し方法。The main side flat portion is provided in the branch pipe extraction method according to any one of claims 1 to 3, characterized in that fusing the resin branch tube or resin joint flat portion. 埋設された前記樹脂製本管に対して地上から掘削孔を設け、該掘削孔内に流体噴射ノズルと排出管を挿入して高圧流体を噴射し、樹脂製本管周りの洗浄と泥水を排出して分岐作業用空間を形成し、その後該分岐作業空間内に前記樹脂製分岐管を挿入して本管の側部に融着し分岐取出しを行うことを特徴とする請求項1乃至4のいずれかに記載の分岐管取出し方法。An excavation hole is provided on the buried resin main pipe from the ground, and a high-pressure fluid is injected by inserting a fluid injection nozzle and a discharge pipe into the excavation hole, and cleaning around the resin main pipe and muddy water are discharged. 5. A branch work space is formed, and then the resin branch pipe is inserted into the branch work space and fused to the side of the main pipe to take out the branch . branch pipes taken out methods described.
JP2000176387A 2000-06-13 2000-06-13 How to take out the branch pipe Expired - Fee Related JP4565369B2 (en)

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