JPH10184996A - Method for changing underground buried resin pipe - Google Patents

Method for changing underground buried resin pipe

Info

Publication number
JPH10184996A
JPH10184996A JP8357072A JP35707296A JPH10184996A JP H10184996 A JPH10184996 A JP H10184996A JP 8357072 A JP8357072 A JP 8357072A JP 35707296 A JP35707296 A JP 35707296A JP H10184996 A JPH10184996 A JP H10184996A
Authority
JP
Japan
Prior art keywords
resin pipe
pipe
diameter
resin
buried
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.)
Pending
Application number
JP8357072A
Other languages
Japanese (ja)
Inventor
Takao Naito
孝雄 内藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Inoac Corp
Original Assignee
Inoue MTP KK
Inoac Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Inoue MTP KK, Inoac Corp filed Critical Inoue MTP KK
Priority to JP8357072A priority Critical patent/JPH10184996A/en
Publication of JPH10184996A publication Critical patent/JPH10184996A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To easily and quickly change a buried resin pipe for a changing resin pipe without excavating the ground surface in which the resin pipe is buried and also without generating damage on the changing resin pipe. SOLUTION: A resin pipe extending device 10 in which a cutting blade 20 is provided on the outer peripheral surface along the longitudinal direction, the outside diameter of the front part is smaller than the inside diameter of a underground buried resin pipe M and the outside diameter of the rear part is larger than the inside diameter of the underground buried resin pipe M is inserted into the underground buried resin pipe M from an opening part Oa of the underground buried resin pipe M in a state where the end of a changing resin pipe N is fixed to the rear part and a wire W is fixed to the front end. The resin pipe extending device 10 is advanced together with the changing resin pipe N in the underground buried resin pipe M by pulling of the wire W. A diameter extending cutout is formed on the inner surface of the underground buried resin pipe M along the longitudinal direction by the cutting blade 20 in advancing, the diameter is extended by the resin pipe extending device 10 without breaking the underground buried resin pipe M by the diameter extending cutout, and the changing resin pipe N is inserted through the underground buried resin pipe M.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、地中埋設樹脂管
の取り替え方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for replacing an underground resin pipe.

【0002】[0002]

【従来の技術】近年、給水用等のために地中に埋設され
た、ポリエチレン等からなる樹脂管(地中埋設樹脂管)
の老朽化により、また住宅への給水量の増大等の理由に
より、地中埋設樹脂管を新管と交換することが必要とな
ってきた。また、最近の新管は、旧管よりもよりも径が
大であることが殆どである。従来、新管の敷設を行う際
には、旧管が埋設されている地面を掘削して旧管を剥き
出しの状態にし、該旧管を取り出して新管と交換してい
た。
2. Description of the Related Art In recent years, resin pipes made of polyethylene or the like buried underground for water supply or the like (underground buried resin pipes).
Due to aging and increasing water supply to houses, it has become necessary to replace underground resin pipes with new pipes. Also, recent new pipes are often larger in diameter than old pipes. Conventionally, when laying a new pipe, the ground in which the old pipe is buried is excavated to expose the old pipe, and the old pipe is taken out and replaced with a new pipe.

【0003】ところが、この様な方法による交換は、管
の埋設されている地面を幅約60cm以上掘削して旧管
が完全に露出するまで掘り下げなければならず、さらに
旧管の埋設されている部分の地面全てを掘削しなければ
ならない。この作業には相当な労力が必要となり、また
工事が長期化する問題がある。また、旧管の埋設位置は
道路の真下のこともあり、取り替え工事によって交通を
妨げる事態が起きたり、庭や建物等の下では掘削作業も
大変困難となる問題もあった。
However, in the replacement by such a method, it is necessary to excavate the ground in which the pipe is buried about 60 cm or more and to dig down until the old pipe is completely exposed, and the old pipe is buried. All ground in the part must be excavated. This work requires considerable labor and has a problem that the construction is prolonged. In addition, the old pipes may be buried directly below the road, and replacement work may hinder traffic, and excavation work may be extremely difficult under gardens and buildings.

【0004】これらを解決する方法として、掘削機を用
いるものが提案されている(特開平1−27598
4)。その方法は、既設管よりも外径の大きい胴部を有
する掘削機の後端に新管を取り付け、前記掘削機を旧管
内に入り込ませて旧管を破砕させながら前進させること
により、旧管を新管と交換するものである。
As a method for solving these problems, a method using an excavator has been proposed (JP-A-1-27598).
4). The method involves attaching a new pipe to the rear end of an excavator having a body part whose outer diameter is larger than the existing pipe, and moving the excavator into the old pipe and crushing the old pipe to advance the old pipe. Is exchanged for a new tube.

【0005】しかしながら、前記方法は旧管を破壊しな
がら新管を敷設するため、破壊された旧管の破片や地中
の土砂が新管と接触して新管に損傷を与えるおそれがあ
る。また、場合によっては、旧管の破壊により、それま
で旧管の外周を包囲していた土砂が崩れて新管の敷設前
方を塞ぎ、新管をスムーズに前進させられなくなるおそ
れがある。
However, in the above method, since the new pipe is laid while destroying the old pipe, broken pieces of the old pipe and earth and sand in the ground may come into contact with the new pipe and damage the new pipe. Also, in some cases, the destruction of the old pipe may cause the earth and sand surrounding the outer circumference of the old pipe to collapse, thereby blocking the laying front of the new pipe and preventing the new pipe from moving forward smoothly.

【0006】[0006]

【発明が解決しようとする課題】この発明は、このよう
な状況に鑑みなされたもので、樹脂管の埋設されている
地面を掘削することなく、しかも交換用樹脂管に損傷等
を生じることなく、容易かつ迅速に地中埋設樹脂管を交
換用樹脂管と取り替えることのできる方法を提供しよう
とするものである。
SUMMARY OF THE INVENTION The present invention has been made in view of such circumstances, and does not excavate the ground in which a resin pipe is buried, and does not cause damage to a replacement resin pipe. Another object of the present invention is to provide a method for easily and quickly replacing an underground resin pipe with a replacement resin pipe.

【0007】[0007]

【課題を解決するための手段】この発明は、切断刃が前
後方向に沿って外周面に設けられ、前部の外径が地中埋
設樹脂管の内径より小、後部の外径が前記地中埋設樹脂
管の内径より大とされた樹脂管拡径装置を、その後部に
交換用樹脂管の端部を固定するとともに前端にワイヤー
を固定した状態で地中埋設樹脂管の開口部から地中埋設
樹脂管内に挿入し、前記ワイヤーの引っ張りによって樹
脂管拡径装置を交換用樹脂管とともに地中埋設樹脂管内
で前進させ、その前進時に前記切断刃によって地中埋設
樹脂管の内面に長手方向に沿って拡径用切り込みを形成
し、その拡径用切り込みにより地中埋設樹脂管を破壊す
ることなく樹脂管拡径装置で径を拡大させて地中埋設樹
脂管内に交換用樹脂管を通すことを特徴とする地中埋設
樹脂管の取り替え方法に係る。
According to the present invention, a cutting blade is provided on an outer peripheral surface along a front-rear direction, an outer diameter of a front portion is smaller than an inner diameter of a resin pipe buried underground, and an outer diameter of a rear portion is smaller than that of the ground. The resin pipe expansion device, which is larger than the inner diameter of the resin pipe, is fixed from the opening of the resin pipe underground with the end of the replacement resin pipe fixed to the rear and the wire fixed to the front end. By inserting the wire into the buried resin pipe and pulling the wire, the resin pipe expanding device is advanced together with the replacement resin pipe in the buried resin pipe. A notch for diameter expansion is formed along the pipe, and the diameter of the undercut resin pipe is expanded by the resin pipe expansion device without destroying the underground resin pipe, and the replacement resin pipe is passed through the underground resin pipe. Replacement of underground resin pipes characterized by the following: According to the law.

【0008】[0008]

【発明の実施の形態】以下添付の図面に従ってこの発明
を詳細に説明する。図1は本発明の地中埋設樹脂管(以
下、埋設樹脂管とする。)の取り替え方法に用いる樹脂
管拡径装置の一例を示す断面図、図2はその正面図、図
3は本発明の埋設樹脂管の取り替え時についてその概略
を示す図、図4は図3のA−A線で切断した断面図、図
5は図3のB−B線で切断した埋設樹脂管の拡径を示す
断面図である。また、図6はその他の樹脂管拡径装置の
断面図、図7はその正面図、図8はさらにその他の樹脂
管拡径装置の断面図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail with reference to the accompanying drawings. FIG. 1 is a sectional view showing an example of a resin pipe expanding device used in a method of replacing a resin pipe buried underground (hereinafter referred to as a buried resin pipe) of the present invention, FIG. 2 is a front view thereof, and FIG. FIG. 4 is a cross-sectional view taken along line AA of FIG. 3, and FIG. 5 is a cross-sectional view taken along line BB of FIG. FIG. FIG. 6 is a sectional view of another resin pipe expanding device, FIG. 7 is a front view thereof, and FIG. 8 is a sectional view of still another resin pipe expanding device.

【0009】まずこの発明の埋設樹脂管の取り替え方法
に用いられる樹脂管拡径装置の一例について説明する。
図1にはその樹脂管拡径装置10の断面を示し、図2に
はその正面を示す。この樹脂管拡径装置10は、本体部
品11、ワイヤー保持部品21および樹脂管保持部品2
2よりなる。
First, an example of a resin pipe expanding device used in the method for replacing a buried resin pipe of the present invention will be described.
FIG. 1 shows a cross section of the resin pipe expanding device 10, and FIG. 2 shows a front view thereof. The resin pipe expanding device 10 includes a main body part 11, a wire holding part 21, and a resin pipe holding part 2.
Consists of two.

【0010】本体部品11は前端から後端に向かって内
径および外径の拡大したテーパー形状からなる筒状のも
ので、前端がワイヤー保持部品21を取り付けるための
取付部12、後端が樹脂管保持部品22の取付部13と
なっている。前記ワイヤー保持部品21を取り付けるた
めの取付部12は内面が先細の筒状になっていて、ワイ
ヤー保持部品21が本体部品11の前端から抜けないよ
うになっている。一方、前記樹脂管保持部品22の取付
部13の後端側は、径が一定の筒状となってその内面に
形成されたネジ13aに、後記する外ネジ付きナット2
6が螺着されるようになっている。
The main body component 11 is a cylindrical member having a tapered shape whose inner and outer diameters increase from the front end to the rear end. The front end has a mounting portion 12 for mounting the wire holding component 21, and the rear end has a resin pipe. The mounting portion 13 of the holding component 22 is provided. The inner surface of the mounting portion 12 for mounting the wire holding component 21 is tapered so that the wire holding component 21 does not come off from the front end of the main body component 11. On the other hand, the rear end side of the mounting portion 13 of the resin tube holding part 22 is formed into a cylindrical screw 13a having a constant diameter and formed on an inner surface thereof, and a nut 2 having an external thread 2 described later.
6 is screwed.

【0011】また、前記本体部品11は、前端から途中
までが埋設樹脂管Mの内径より小の外径からなり、その
位置から後端までが埋設樹脂管Mの内径より大の外径に
なっている。そして、前記埋設樹脂管Mの外径より小の
内径を有する本体部品11の前端側外面に、その前後方
向に沿って切断刃20が所定間隔で複数立設されてい
る。この例では、図2に示すように90度の間隔で4枚
の切断刃20が放射状に立設されている。この切断刃2
0は、埋設樹脂管Mの内面に長手方向に沿って拡径用切
り込みを形成するためのもので、4枚の切断刃20の刃
先20a部分を結んで形成される円の径が、切断刃20
の後端側で最大となっており、しかもその最大部分の径
が埋設樹脂管Mの内径より大でかつ外径より小となって
いる。それによって、この埋設樹脂管拡径装置10が埋
設樹脂管M内を通る際に、前記切断刃20が埋設樹脂管
Mを切断分離することなく埋設樹脂管Mの内面に長手方
向に沿う拡径用切り込みを形成するようになっている。
なお、切断刃20は、埋設樹脂管Mの管壁をその厚みの
2〜50%残して切るように設けるのが好ましい。ま
た、前記切断刃20の数は適宜定められる。
The main body part 11 has an outer diameter smaller than the inner diameter of the embedded resin pipe M from the front end to the middle, and has an outer diameter larger than the inner diameter of the embedded resin pipe M from that position to the rear end. ing. A plurality of cutting blades 20 are provided upright at predetermined intervals along the front-rear direction on the front end side outer surface of the main body component 11 having an inner diameter smaller than the outer diameter of the buried resin tube M. In this example, as shown in FIG. 2, four cutting blades 20 are erected radially at intervals of 90 degrees. This cutting blade 2
0 is for forming a notch for diameter expansion along the longitudinal direction on the inner surface of the buried resin pipe M, and the diameter of a circle formed by connecting the cutting edges 20a of the four cutting blades 20 is equal to the cutting blade diameter. 20
At the rear end side, and the diameter of the maximum portion is larger than the inner diameter of the buried resin tube M and smaller than the outer diameter. Thereby, when the buried resin pipe expanding device 10 passes through the buried resin pipe M, the cutting blade 20 cuts the buried resin pipe M without cutting and separating the buried resin pipe M along the longitudinal direction on the inner surface of the buried resin pipe M. Cuts are formed.
The cutting blade 20 is preferably provided so as to cut the pipe wall of the buried resin pipe M while leaving 2 to 50% of its thickness. The number of the cutting blades 20 is determined as appropriate.

【0012】ワイヤー保持部品21は、この樹脂管拡径
装置10を埋設樹脂管M内で前進させるためのワイヤー
Wを前記本体部品11に取り付けるもので、内ネジ付き
テーパーナット24と棒ネジ23とよりなる。前記内ネ
ジ付きテーパーナット24は、前記本体部品11におけ
るワイヤー保持部品21の取付部12に収容されてい
て、本体部品11の前端から抜けない径よりなる。ま
た、棒ネジ23は、前記内ネジ付きテーパーナット24
の内ネジ24aに一端側が螺着されて、他端側が内ネジ
付きテーパーナット24の前方へ突出している。この棒
ネジ23の突出した他端側には、ワイヤーWの先端に固
定されたナット28が螺着され、それによってワイヤー
Wの先端が本体部品11の前端に固定されている。
The wire holding part 21 is for attaching a wire W for advancing the resin pipe expanding device 10 in the buried resin pipe M to the main body part 11. Consisting of The tapered nut 24 with an inner thread is accommodated in the mounting portion 12 of the wire holding component 21 in the main body component 11 and has a diameter that does not come off from the front end of the main body component 11. Further, the bar screw 23 is provided with the tapered nut 24 having the inner thread.
One end is screwed to the inner screw 24a, and the other end protrudes forward of the tapered nut 24 with the inner screw. A nut 28 fixed to the tip of the wire W is screwed to the other end of the bar screw 23 protruding, whereby the tip of the wire W is fixed to the front end of the main body component 11.

【0013】樹脂管保持部品22は、パイプ押さえリン
グ25と、外付きネジナット26およびパイプインコア
27とよりなる。前記パイプ押さえリング25は、その
外面が前記本体部品11における樹脂管保持部品22の
取付部13の内面に圧接し、かつ前進により前記取付部
13のテーパー状の内面で押されて径を縮めるような外
径からなり、また内径が交換用樹脂管Nの外径と略等し
い大きさからなって、その内面には交換用樹脂管Nの外
面に食い込んで係止する鋸刃状の突起25aが形成され
ている。このパイプ押さえリング25内に、交換用樹脂
管Nの一端が挿入される。
The resin tube holding part 22 comprises a pipe holding ring 25, an externally threaded nut 26 and a pipe in core 27. The outer surface of the pipe pressing ring 25 is pressed against the inner surface of the mounting portion 13 of the resin tube holding component 22 in the main body component 11, and is pressed by the tapered inner surface of the mounting portion 13 by advancing to reduce the diameter. The outer diameter of the replacement resin tube N is substantially equal to the outer diameter of the replacement resin tube N, and the inner surface thereof has a saw-tooth-shaped projection 25a that cuts into and engages with the outer surface of the replacement resin tube N. Is formed. One end of the replacement resin pipe N is inserted into the pipe holding ring 25.

【0014】前記外付きネジナット26は、前記パイプ
押さえリング25を前進後退させてパイプ押さえリング
25の内径を変化させ、それによって交換用樹脂管Nの
外面に前記パイプ押さえリング25内面の突起25aを
食い込ませて交換用樹脂管Nを固定したり、その食い込
みを解除して交換用樹脂管Nから樹脂管拡径装置10を
外せるようにするものである。この外付きネジナット2
6は、交換用樹脂管Nの外径と略同じかそれより大なる
内径からなり、前記パイプ押さえリング25の後端と接
して本体部品11の樹脂管保持部品22の取付部13の
後端に螺着され、回転による前進後退でもってパイプ押
さえリング25を前進後退させる。
The external screw nut 26 moves the pipe holding ring 25 forward and backward to change the inner diameter of the pipe holding ring 25, thereby forming a projection 25 a on the inner surface of the pipe holding ring 25 on the outer surface of the replacement resin pipe N. The replacement resin pipe N is fixed by being bitten, or the bite is released so that the resin pipe expanding device 10 can be removed from the replacement resin pipe N. This external screw nut 2
Reference numeral 6 denotes an inner diameter substantially equal to or larger than the outer diameter of the replacement resin pipe N, and is in contact with the rear end of the pipe holding ring 25 and the rear end of the mounting portion 13 of the resin pipe holding part 22 of the main body part 11. And the pipe press ring 25 is moved forward and backward by rotating forward and backward.

【0015】前記パイプインコア27は、前記パイプ押
さえリング25が前進により径を縮小して交換用樹脂管
Nの端部外面にパイプ押さえリング25の突起25aが
食い込む際に、パイプ押さえリング25による締め付け
で交換用樹脂管Nが破壊されないよう、交換用樹脂管N
の内面を支持するためのものである。このパイプインコ
ア27は、交換用樹脂管Nの内径と略等しい外径からな
って、交換用樹脂管Nの先端内面に装着される。
The pipe in-core 27 is tightened by the pipe holding ring 25 when the pipe holding ring 25 is reduced in diameter by advancing and the projection 25a of the pipe holding ring 25 bites into the outer surface of the end of the replacement resin pipe N. So that the replacement resin pipe N is not broken.
To support the inner surface of the The pipe-in-core 27 has an outer diameter that is substantially equal to the inner diameter of the replacement resin pipe N, and is attached to the inner surface of the distal end of the replacement resin pipe N.

【0016】次に前記樹脂管拡径装置を用いて行うこの
発明の埋設樹脂管取り替え方法の一例について図3ない
し図5を用いて説明する。まず、前記のようにして後部
に交換用樹脂管Nの先端が固定された前記樹脂管拡径装
置10を、図3に示すように埋設樹脂管Mの端部等の開
口部Oaに位置させる。この樹脂管拡径装置10の前端
には、埋設樹脂管M内に通されたワイヤーWの一端が前
記ワイヤー保持部品21を介して固定される。そして埋
設樹脂管Mの他の開口Obから地上Gに出されたワイヤ
ーWの他端をウインチ等で巻き取り、前記樹脂管拡径装
置10を埋設樹脂管M内で前方へ引っ張る。
Next, an example of a method for replacing a buried resin pipe according to the present invention using the above-mentioned resin pipe expanding apparatus will be described with reference to FIGS. First, the resin pipe expanding device 10 in which the tip of the replacement resin pipe N is fixed to the rear part as described above is positioned at the opening Oa such as the end of the buried resin pipe M as shown in FIG. . One end of a wire W passed through the embedded resin pipe M is fixed to the front end of the resin pipe expanding device 10 via the wire holding component 21. Then, the other end of the wire W that has been brought out to the ground G from another opening Ob of the embedded resin pipe M is wound by a winch or the like, and the resin pipe expanding device 10 is pulled forward in the embedded resin pipe M.

【0017】前記ワイヤーWの巻き取りによって前方へ
引っ張られた樹脂管拡径装置10は、外面の切断刃20
によって、図4に示すように埋設樹脂管Mの内面に長手
方向に沿う拡径用切り込みCを形成しながら、かつ本体
部品11の後部の大径部によって埋設樹脂管Mを拡径し
ながら、後部の交換用樹脂管Nとともに埋設樹脂管M内
を前進する。その際における埋設樹脂管Mの拡径は、前
記埋設樹脂管M内面の拡径用切り込みC部分が広げられ
ることによって行われるため、埋設樹脂管Mが破壊する
ことがない。そして、前記拡径した後の埋設樹脂管M内
を交換用樹脂管Nが前進することになるため、簡単に埋
設樹脂管Mを取り替えることがができる。しかも、破壊
されていない埋設樹脂管M内を交換用樹脂管Nが前進し
て樹脂管の取り替えが行われるため、交換用樹脂管Nが
埋設樹脂管Mの破片等で損傷せず、また交換用樹脂管N
の敷設場所が土で塞がれることもなく、スムーズに埋設
樹脂管Mの取り替えを行うことができる。
The resin pipe expanding device 10 pulled forward by the winding of the wire W has a cutting blade 20 on the outer surface.
Thereby, as shown in FIG. 4, while forming the diameter-enlarging cut C along the longitudinal direction on the inner surface of the embedded resin pipe M and expanding the embedded resin pipe M by the large-diameter portion at the rear part of the main body component 11, It advances inside the buried resin pipe M together with the rear replacement resin pipe N. At this time, the diameter of the buried resin pipe M is expanded by expanding the notch C for expanding the inner surface of the buried resin pipe M, so that the buried resin pipe M is not broken. Since the replacement resin pipe N advances inside the buried resin pipe M after the diameter expansion, the buried resin pipe M can be easily replaced. In addition, since the replacement resin tube N advances and the resin tube is replaced within the buried resin tube M that has not been broken, the replacement resin tube N is not damaged by fragments of the buried resin tube M or the like. Resin tube N
The buried resin pipe M can be smoothly replaced without the laying place being blocked by the soil.

【0018】なお、この発明で使用する樹脂管拡径装置
は図1および図2のものに限られるものではない。図6
は他の例の樹脂管拡径装置30の断面図、図7はその正
面図である。この例の樹脂管拡径装置30は、テーパー
形状の筒状をした本体部品31の中心孔32にワイヤー
Waが通され、そのワイヤーWaの端部が本体部品31
の後端に固定されている。
The resin pipe expanding device used in the present invention is not limited to those shown in FIGS. FIG.
Is a cross-sectional view of another example of the resin pipe expanding device 30, and FIG. 7 is a front view thereof. In the resin pipe expanding device 30 of this example, a wire Wa is passed through a center hole 32 of a tapered tubular main body part 31, and an end of the wire Wa is connected to the main body part 31.
It is fixed to the rear end.

【0019】また、前記本体部品31の後部外面は段部
33を介して小径とされ、その外面に所定長の範囲でネ
ジ34が形成されている。さらにそのネジ34部分より
後方部分は、本体部品31の前側とは反対に、後方へな
るほど小径となる逆のテーパー形状となっている。前記
逆のテーパー部分35は、後端側が交換用樹脂管Naの
内径より小、前端側が交換用樹脂管Naの内径より大の
外径となっていて、その外面に交換用樹脂Naの先端が
はめられる。そして、前部内面にネジ42a、後部内面
に鋸刃状の突起42bが形成された樹脂管固定部品42
が、交換用樹脂管Naの前端外面にはめられて、前記本
体部品31後部のネジ34に螺合させられる。それによ
って、交換用樹脂管Naの前部外面を前記固定部品42
で締め付け、内面の鋸刃状突起42bを交換用樹脂管N
aの外面に食い込ませて、交換用樹脂管Naを本体部品
31に固定している。符号40は本体部品31の外面に
取り付けられた切断刃である。
The outer surface of the rear part of the main body part 31 has a small diameter through a step 33, and a screw 34 is formed on the outer surface within a predetermined length. Further, the portion behind the screw 34 has an inverse tapered shape in which the diameter becomes smaller toward the rear, as opposed to the front side of the main body component 31. The reverse tapered portion 35 has a rear end with an outer diameter smaller than the inner diameter of the replacement resin tube Na and a front end with an outer diameter larger than the inner diameter of the replacement resin tube Na. Can be fitted. A resin pipe fixing part 42 having a screw 42a on the front inner surface and a serrated protrusion 42b on the rear inner surface.
Is fitted on the outer surface of the front end of the replacement resin tube Na and screwed into the screw 34 at the rear of the main body part 31. As a result, the front outer surface of the replacement resin tube Na is
And replace the inner saw blade-shaped protrusion 42b with the resin tube N for replacement.
The resin tube Na for replacement is fixed to the main body part 31 by biting into the outer surface of a. Reference numeral 40 denotes a cutting blade attached to the outer surface of the main body part 31.

【0020】図8にさらに他の例の樹脂管拡径装置50
を示す。この樹脂管拡径装置50は、ワイヤーWbや交
換用樹脂管Nbの脱着がより容易となるように、本体部
品51と、切断刃60の取り付けられた切断刃部品53
と、ワイヤー端部固定部品52と、交換用樹脂管固定部
品62とから構成され、それらの外周または内周に形成
されたネジ部分を利用して前記部品51,53,52,
62が分離可能に結合される。また、本体部品51の外
面には、埋設樹脂管Mb内を樹脂管拡径装置50が前進
する際に、埋設樹脂管Mbの内面に対する抵抗を少なく
するため、長手方向に沿うリブ(図示せず)が所定間隔
で形成されている。このリブは、前記他の実施例におけ
る本体部品にも設けるのが好ましい。
FIG. 8 shows still another example of a resin pipe expanding device 50.
Is shown. The resin pipe expanding device 50 includes a main body part 51 and a cutting blade part 53 to which the cutting blade 60 is attached so that the wire Wb and the replacement resin pipe Nb can be easily attached and detached.
, A wire end fixing part 52, and a replacement resin pipe fixing part 62, and the parts 51, 53, 52,
62 are separably coupled. Further, on the outer surface of the main body component 51, a rib (not shown) extending in the longitudinal direction is used to reduce the resistance to the inner surface of the embedded resin tube Mb when the resin pipe expanding device 50 advances inside the embedded resin tube Mb. ) Are formed at predetermined intervals. This rib is preferably provided on the main body component in the other embodiment.

【0021】[0021]

【発明の効果】以上図示し説明したように、この発明の
埋設樹脂管の取り替え方法によれば、埋設樹脂管の取り
替えのために地面を掘り起こす必要がなく、ワイヤーを
挿入する開口部と、そのワイヤーを引っ張るための開口
部があれば足りるため、埋設樹脂管を露出するのに掘削
する必要があった従来の取り替え方法に比べて格段に作
業性が高まり、取り替えに要する期間も短縮され、さら
に地上に建物が存在する場所等、樹脂管の埋設されてい
る場所に係わらず作業を行うことが可能になる。
As shown and described above, according to the method for replacing a buried resin pipe of the present invention, it is not necessary to dig up the ground to replace the buried resin pipe, and an opening for inserting a wire and its opening are provided. It is enough to have an opening to pull the wire, so workability is greatly improved compared to the conventional replacement method that required excavation to expose the buried resin pipe, the time required for replacement is shortened, and The work can be performed irrespective of the place where the resin pipe is buried, such as the place where a building exists on the ground.

【0022】また、埋設樹脂管を破壊することなく拡径
しながら、その埋設樹脂管よりも径の大きい交換用の新
管を埋設樹脂管内に敷設するので、埋設樹脂管の破片や
土中の石等による新管の損傷が防がれ、敷設後の新管の
耐久性を増大させることができるのみならず、新管の敷
設場所が土によって塞がれないので、新管をスムーズに
敷設できる効果もある。
In addition, a new replacement pipe having a diameter larger than that of the buried resin pipe is laid in the buried resin pipe while expanding the diameter without breaking the buried resin pipe. The new pipe can be prevented from being damaged by stones, etc., and the durability of the new pipe can be increased after laying. In addition, the place where the new pipe is laid is not blocked by soil, so the new pipe can be laid smoothly. There is also an effect that can be done.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の埋設樹脂管の取り替え方法に用いる樹
脂管拡径装置の一例を示す断面図である。
FIG. 1 is a cross-sectional view showing an example of a resin pipe expanding device used in the method for replacing a buried resin pipe of the present invention.

【図2】図1の正面図である。FIG. 2 is a front view of FIG.

【図3】本発明の埋設樹脂管の取り替え方法についてそ
の概略を示す図である。
FIG. 3 is a diagram schematically illustrating a method of replacing a buried resin pipe according to the present invention.

【図4】図3のA−A線で切断した断面図である。FIG. 4 is a cross-sectional view taken along line AA of FIG.

【図5】図3のB−B線で切断した埋設樹脂管の拡径を
示す断面図である。
FIG. 5 is a cross-sectional view showing an enlarged diameter of the embedded resin pipe cut along a line BB in FIG. 3;

【図6】その他の樹脂管拡径装置の断面図である。FIG. 6 is a sectional view of another resin pipe expanding device.

【図7】図6の正面図である。FIG. 7 is a front view of FIG. 6;

【図8】その他の樹脂管拡径装置の断面図である。FIG. 8 is a sectional view of another resin pipe expanding device.

【符号の説明】[Explanation of symbols]

10 樹脂管拡径装置 11 本体部品 12 ワイヤー保持部品の取付部 13 樹脂管保持部品の取付部 20 切断刃 21 ワイヤー保持部品 22 樹脂管保持部品 23 棒ネジ 24 テーパーナット 25 パイプ押えリング 27 パイプインコア 28 ナット Oa 開口部 Ob 開口部 M 埋設樹脂管 N 交換用樹脂管 W ワイヤー C 拡径用切り込み REFERENCE SIGNS LIST 10 Resin pipe expanding device 11 Body part 12 Wire holding part mounting part 13 Resin pipe holding part mounting part 20 Cutting blade 21 Wire holding part 22 Resin pipe holding part 23 Bar screw 24 Taper nut 25 Pipe holding ring 27 Pipe in core 28 Nut Oa Opening Ob Opening M Buried Resin Pipe N Replacement Resin Pipe W Wire C Enlarged Cut

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 切断刃が前後方向に沿って外周面に設け
られ、前部の外径が地中埋設樹脂管の内径より小、後部
の外径が前記地中埋設樹脂管の内径より大とされた樹脂
管拡径装置を、その後部に交換用樹脂管の端部を固定す
るとともに前端にワイヤーを固定した状態で地中埋設樹
脂管の開口部から地中埋設樹脂管内に挿入し、 前記ワイヤーの引っ張りによって樹脂管拡径装置を交換
用樹脂管とともに地中埋設樹脂管内で前進させ、その前
進時に前記切断刃によって地中埋設樹脂管の内面に長手
方向に沿って拡径用切り込みを形成し、その拡径用切り
込みにより地中埋設樹脂管を破壊することなく樹脂管拡
径装置で径を拡大させて地中埋設樹脂管内に交換用樹脂
管を通すことを特徴とする地中埋設樹脂管の取り替え方
法。
1. A cutting blade is provided on an outer peripheral surface along a front-rear direction, an outer diameter of a front portion is smaller than an inner diameter of a resin tube buried underground, and an outer diameter of a rear portion is larger than an inner diameter of the resin tube buried underground. The resin pipe expanding device was inserted into the underground resin pipe from the opening of the underground resin pipe with the end of the replacement resin pipe fixed at the rear and the wire fixed at the front end, By pulling the wire, the resin pipe expanding device is advanced in the underground resin pipe together with the replacement resin pipe, and at the time of the advance, the cutting blade is used to make a notch for diameter expansion along the longitudinal direction on the inner surface of the underground resin pipe. Underground burial characterized by forming and expanding the diameter with a resin pipe expanding device without destroying the resin pipe buried underground by the notch for diameter expansion, and passing the replacement resin pipe through the resin pipe underground buried How to replace resin pipes.
JP8357072A 1996-12-25 1996-12-25 Method for changing underground buried resin pipe Pending JPH10184996A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8357072A JPH10184996A (en) 1996-12-25 1996-12-25 Method for changing underground buried resin pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8357072A JPH10184996A (en) 1996-12-25 1996-12-25 Method for changing underground buried resin pipe

Publications (1)

Publication Number Publication Date
JPH10184996A true JPH10184996A (en) 1998-07-14

Family

ID=18452245

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8357072A Pending JPH10184996A (en) 1996-12-25 1996-12-25 Method for changing underground buried resin pipe

Country Status (1)

Country Link
JP (1) JPH10184996A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007032759A (en) * 2005-07-28 2007-02-08 Nagoya City Underground pipe pull-out method, and connecting tool and pull-out device for the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007032759A (en) * 2005-07-28 2007-02-08 Nagoya City Underground pipe pull-out method, and connecting tool and pull-out device for the same

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