JP2021115750A - Existing pipe renovation method - Google Patents

Existing pipe renovation method Download PDF

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JP2021115750A
JP2021115750A JP2020009909A JP2020009909A JP2021115750A JP 2021115750 A JP2021115750 A JP 2021115750A JP 2020009909 A JP2020009909 A JP 2020009909A JP 2020009909 A JP2020009909 A JP 2020009909A JP 2021115750 A JP2021115750 A JP 2021115750A
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pipe
rehabilitation
diameter
existing
strip
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JP7397691B2 (en
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康 北山
Yasushi Kitayama
康 北山
武司 寺尾
Takeshi Terao
武司 寺尾
陸太 近藤
Rikuta Kondo
陸太 近藤
聡俊 佐藤
Akitoshi Sato
聡俊 佐藤
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Sekisui Chemical Co Ltd
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Abstract

To provide a method of preventing occurrence of buckling in the neighborhood of a pipe edge of the renovation pipe, in an expander pipe making method.SOLUTION: A spiral pipe shaped renovation pipe 3 is made into smaller diameter than the existing pipe 1 and arranged in the existing pipe 1. Edge portions 13 and 14 are made to be in a relatively slidably weakly restrained state toward the winding direction in order of from a pipe edge 3f of the second end side of the renovation pipe 3 toward the first side, and by sending the belt like member 10 to the renovation pipe 3 by an expansion pipe making machine 20 installed in a manhole 4, the pipe portion having a weakly restrained state in the renovation pipe 3 is enlarged. After the enlarging process is performed close to a pipe mouth 1e, the renovation pipe 3 is separated from the expansion pipe making machine 20. After the renovation pipe 3 is made a weakly restrained state up to the pipe edge 3e, and after the separation step, a first side pipe portion 3g of the renovation pipe 3 is naturally expanded.SELECTED DRAWING: Figure 5

Description

本発明は、老朽化した既設管を更生する方法に関し、特に既設管の内周に沿って螺旋管状の更生管を構築する既設管更生方法に関する。 The present invention relates to a method for rehabilitating an old existing pipe, and more particularly to an existing pipe rehabilitation method for constructing a spiral tubular rehabilitation pipe along the inner circumference of the existing pipe.

老朽化した下水道管等の既設管内に更生管を構築して前記既設管を更生する方法は公知である。更生管としては、帯状部材を螺旋状に巻回して隣接する縁部分どうしを凹凸嵌合にて接合した螺旋管状の更生管が知られている。
特許文献1には、既設管より小径の螺旋管状の更生管を製管して既設管内に設置した後、拡張機を用いて、該更生管を構成する帯状部材の隣接する縁部分どうしを巻き方向へ相対摺動させることによって、更生管を拡径(拡張)させるエキスパンダー製管方法が記載されている。拡径された更生管が既設管の全周にわたって張り付く。
A method of constructing a rehabilitation pipe in an existing pipe such as an aged sewer pipe to rehabilitate the existing pipe is known. As a rehabilitation tube, a spiral tubular rehabilitation tube in which a strip-shaped member is spirally wound and adjacent edge portions are joined by concave-convex fitting is known.
In Patent Document 1, a spiral tubular rehabilitation pipe having a diameter smaller than that of the existing pipe is manufactured and installed in the existing pipe, and then an expansion machine is used to wind the adjacent edge portions of the strip-shaped members constituting the rehabilitation pipe. An expander pipe manufacturing method for expanding (expanding) the diameter of a rehabilitated pipe by sliding it relative to each other in a direction is described. The expanded rehabilitation pipe sticks to the entire circumference of the existing pipe.

特許文献2のエキスパンダー製管方法においては、既設管の第1側の管口が連なる人孔内に押出式の製管機を設置して、該製管機によって更生管の製管及び拡径を行う。製管時、螺旋状に巻回した帯状部材の隣接する縁部分どうし間に拘束条体を挟んでおく。製管後、更生管における製管機とは反対側(第2側)の端部から製管機側(第1側)へ向けて順次、拘束条体を引き抜きながら、前記製管機(拡張製管機)の駆動によって、帯状部材における更生管に連なる帯部分を更生管へ送り込む。これによって、更生管の前記拘束条体が引き抜かれた部分が拡径(拡張)される。更生管の拡径変形中の部分は、第2側へ向かって拡径するコーン状(円錐状)になる。その第2側に拡径済のストレートな管部が連なる。 In the expander pipe making method of Patent Document 2, an extrusion type pipe making machine is installed in a manhole where the pipe openings on the first side of the existing pipe are connected, and the pipe making machine is used to make the rehabilitated pipe and expand the diameter. I do. At the time of pipe making, a restraining strip is sandwiched between adjacent edge portions of the spirally wound strip-shaped member. After pipe making, the pipe making machine (expansion) while pulling out the restraint strip sequentially from the end of the rehabilitated pipe on the side opposite to the pipe making machine (second side) toward the pipe making machine side (first side). By driving the pipe making machine), the band portion of the band-shaped member connected to the rehabilitation pipe is sent to the rehabilitation pipe. As a result, the diameter of the portion of the rehabilitation pipe from which the restraining strip has been pulled out is expanded (expanded). The portion of the rehabilitation tube that is undergoing diameter expansion deformation becomes a cone shape (conical shape) that expands in diameter toward the second side. A straight pipe portion with an enlarged diameter is connected to the second side.

国際公開番号WO87/05677International Publication No. WO87 / 05677 特開平04−232023号公報Japanese Unexamined Patent Publication No. 04-232023

この種のエキスパンダー製管の施工に際しては、拡径変形中のコーン状の管部の長さ管理が重要である。コーン状管部が長過ぎると、既設管の内面への張り付き不良が起きる。
一方、コーン状管部が短過ぎると、そのテーパ角が過大になり、未拡径の管部(拘束条体の未引き抜き部分)とコーン状管部との間等でバックリング(縁部分どうしの凹凸嵌合の破断)が起きる。特に、更生管の拡張製管機側(第1側)の管端の近くまで拡径が進んだ段階では、コーン状管部の長さを確保できず、バックリングが起きやすくなる。一旦バックリングが起きると、煩雑な補修作業を要し、場合によっては製管をやり直さなければならず、大幅な作業ロスが生じる。
本発明は、かかる事情に鑑み、エキスパンダー製管方法において、更生管の特に拡張製管機側(第1側)の管端近くでバックリングが起きるのを防止することを目的とする。
When constructing this type of expander pipe, it is important to control the length of the cone-shaped pipe during diameter expansion and deformation. If the cone-shaped pipe portion is too long, poor sticking to the inner surface of the existing pipe will occur.
On the other hand, if the cone-shaped tube portion is too short, the taper angle becomes excessive, and the buckling (edge portions) is formed between the undiametered tube portion (the unpulled portion of the restraint strip) and the cone-shaped tube portion. Breakage of uneven fitting) occurs. In particular, at the stage where the diameter of the rehabilitated pipe is expanded to the vicinity of the pipe end on the expansion pipe making machine side (first side), the length of the cone-shaped pipe portion cannot be secured and buckling is likely to occur. Once buckling occurs, complicated repair work is required, and in some cases, pipe production must be redone, resulting in a large work loss.
In view of such circumstances, it is an object of the present invention to prevent buckling from occurring near the pipe end of the rehabilitated pipe, particularly on the expansion pipe making machine side (first side), in the expander pipe making method.

前記課題を解決するため、本発明は、既設管を螺旋管状の更生管によって更生する方法であって、
帯状部材を前記既設管の内面に沿う螺旋状に巻回して、前記帯状部材の帯幅方向の両側の互いに一周ずれて隣接する縁部分どうしを接合して強拘束状態にすることによって、前記更生管を前記既設管より小径になるよう作製する製管工程と、
前記更生管における第2側の管端から第1側へ向けて順次、前記縁部分どうしが巻き方向へ相対摺動可能な弱拘束状態にする拘束弱化工程と、
前記更生管における前記第1側の管端と係合する拡張製管機によって、前記帯状部材における前記更生管に続く帯部分を前記更生管へ送り込むことによって、前記更生管における前記弱拘束状態になった管部を拡径させる拡径工程と、
前記拡径された管部の前記第1側の端部が前記拡張製管機の近くの所定位置に配置されるまで前記拡径工程を行なった後、前記更生管を前記拡張製管機から切り離す切離工程と、
前記拘束弱化工程によって前記更生管を前記第1側の管端まで前記弱拘束状態にした後、かつ前記切離工程の後、前記更生管の前記所定位置から前記第1側の管端までの第1側管部を自然拡径させる自然拡径工程と、
を備えたことを特徴とする。
In order to solve the above problems, the present invention is a method of rehabilitating an existing pipe with a spiral tubular rehabilitation pipe.
The rehabilitation is performed by winding the strip-shaped member in a spiral along the inner surface of the existing pipe and joining the adjacent edge portions of the strip-shaped member on both sides in the band width direction so as to be in a strongly restrained state. A pipe making process for producing a pipe having a smaller diameter than the existing pipe,
A restraint weakening step in which the edge portions of the rehabilitated pipe are sequentially slidable in the winding direction from the end of the second side to the first side.
By the expansion pipe making machine that engages with the pipe end on the first side of the rehabilitation pipe, the band portion of the strip-shaped member following the rehabilitation pipe is sent to the rehabilitation pipe to bring the rehabilitation pipe into the weakly restrained state. The diameter expansion process to expand the diameter of the pipe that has become
After performing the diameter expansion step until the first end of the diameter-expanded pipe portion is arranged at a predetermined position near the expansion pipe making machine, the rehabilitation pipe is removed from the expansion pipe making machine. The separation process to separate and
After the rehabilitation pipe is brought into the weak restraint state to the first side pipe end by the restraint weakening step and after the separation step, from the predetermined position of the rehabilitation pipe to the first side pipe end. A natural diameter expansion process that naturally expands the diameter of the first side pipe,
It is characterized by being equipped with.

強拘束状態とは、前記縁部分どうしの拘束力(摩擦抵抗)が弱拘束状態より強い状態を言う。
自然拡径とは、第1側管部に外部から拡径力を加えることなく、第1側管部が自らの、平板状態に戻ろうとする弾性力によって自然と拡径されることを言う。
第1側管部は、拡張製管機から解放され、かつ弱拘束状態になっているから、自ら平板状態に戻ろうとする弾性力によって自然と拡径される。このとき、第1側管部に無理な外力が作用することがないから、バックリングが起きることは殆どない。したがって、第1側管部を、バックリングを防止しながら既設管の管口付近の内周面に張り付かせることができる。バックリングの補修や製管のやり直しをする必要が無く、作業ロスを回避できる。
The strong restraint state means a state in which the binding force (friction resistance) between the edge portions is stronger than the weak restraint state.
The natural diameter expansion means that the first side pipe portion is naturally expanded in diameter by its own elastic force to return to the flat plate state without applying a diameter expansion force to the first side pipe portion from the outside.
Since the first side pipe portion is released from the expansion pipe making machine and is in a weakly restrained state, the diameter is naturally expanded by the elastic force that tries to return to the flat plate state by itself. At this time, since an unreasonable external force does not act on the first side pipe portion, buckling hardly occurs. Therefore, the first side pipe portion can be attached to the inner peripheral surface near the pipe mouth of the existing pipe while preventing buckling. There is no need to repair the buckling or redo the pipe making, and work loss can be avoided.

前記第1側の管端を手動で捩じることによって、前記第1側管部を強制拡径させる手動拡径工程を、前記自然拡径工程に介在させることが好ましい。
補助的に手動拡径を行うことによって、第1側管部を既設管の第1側の管口まで確実に張り付かせることができる。好ましくは、手動拡径の際は、第1側管部における拡径変形中のコーン状管部のテーパ角、長さ、縁部分どうしの接合状態等を目視観察し、バックリングが起きないように捩じり力を調整する。バックリングが起きそうなときは、手動であるから、捩じり操作を直ちに止めることができ、所要の手当てを行なうことができる。
It is preferable that the manual diameter-expanding step of forcibly increasing the diameter of the first-side pipe portion by manually twisting the pipe end on the first side is interposed in the natural diameter-expanding step.
By auxiliary manual diameter expansion, the first side pipe portion can be reliably attached to the first side pipe opening of the existing pipe. Preferably, at the time of manual diameter expansion, the taper angle, length, joint state between the edge portions, etc. of the cone-shaped pipe portion during the diameter expansion deformation in the first side pipe portion are visually observed so that buckling does not occur. Adjust the twisting force. When buckling is likely to occur, the twisting operation can be stopped immediately because it is manual, and the necessary treatment can be performed.

前記製管工程においては、前記更生管の前記第1側の管端を前記既設管の前記第1側の管口から突出させ、
前記切離工程においては、前記管口の外部で前記更生管を切断し、かつ該切断位置と前記管口との間の切断距離を、前記第1側管部の拡径によって前記第1側の管端が前記管口内に位置されるか又は前記管口より突出されるように設定することが好ましい。
第1側管部の自然拡径等に伴って、管口から突出された更生管の第1側の管端(切断端)が管口へ向けて漸次移行される。一方、前記切断距離の設定によって、自然拡径等の後、最終的に、更生管の第1側の管端が管口よりも既設管の内部に引っ込むことはない。この結果、更生管を、既設管の管口まで張り付かせることができる。更生管の寸法が足らずに管口の内周面が露出されるのを防止できる。
In the pipe making step, the pipe end on the first side of the rehabilitation pipe is projected from the pipe mouth on the first side of the existing pipe.
In the cutting step, the rehabilitated pipe is cut outside the pipe mouth, and the cutting distance between the cutting position and the pipe mouth is increased by expanding the diameter of the first side pipe portion. It is preferable that the end of the pipe is located in the mouth of the pipe or is set so as to protrude from the mouth of the pipe.
Along with the natural diameter expansion of the first side pipe portion, the pipe end (cut end) on the first side of the rehabilitated pipe protruding from the pipe mouth is gradually shifted toward the pipe mouth. On the other hand, by setting the cutting distance, the end of the rehabilitated pipe on the first side does not finally retract into the existing pipe from the pipe mouth after the natural diameter expansion or the like. As a result, the rehabilitation pipe can be attached to the pipe mouth of the existing pipe. It is possible to prevent the inner peripheral surface of the pipe opening from being exposed due to insufficient dimensions of the rehabilitated pipe.

前記製管工程において、前記帯状部材の前記縁部分どうしの間に条体を挟み、
前記拘束弱化工程において、前記条体における前記更生管から引き出されて前記更生管の管内空間に通された引き取り部分を引っ張ることによって、前記条体を順次引き抜くことが好ましい。
条体の引き抜きによって、前記縁部分どうしの拘束力を弱めることができる。
In the pipe making process, a strip is sandwiched between the edge portions of the strip-shaped member.
In the restraint weakening step, it is preferable to sequentially pull out the strip by pulling a take-up portion drawn from the rehabilitation pipe in the strip and passed through the inner space of the rehabilitation pipe.
By pulling out the strip, the binding force between the edge portions can be weakened.

前記帯状部材の一方側の縁部分には複数条の嵌合凸部が形成され、他方側の縁部分には、前記嵌合凸部がそれぞれ嵌る複数条の嵌合溝が形成されており、
前記拘束弱化工程における前記条体の引き抜きによって、前記嵌合凸部の一部が切断されることが好ましい。
前記一部の嵌合凸部の切断によって、縁部分どうしの拘束力を確実に弱めることができる。
A plurality of fitting protrusions are formed on one edge portion of the strip-shaped member, and a plurality of fitting grooves into which the fitting protrusions are fitted are formed on the other edge portion.
It is preferable that a part of the fitting convex portion is cut by pulling out the strip in the restraint weakening step.
By cutting the part of the fitting convex portion, the binding force between the edge portions can be surely weakened.

前記既設管の前記第1側の管口に連なる人孔に製管機を設置して、該製管機によって前記製管工程を行ない、
その後、前記製管機を前記拡張製管機として用いることが好ましい。
これによって、同一の装置を用いて製管工程及び拡径工程を行なうことができる。
A pipe making machine is installed in a manhole connected to the pipe opening on the first side of the existing pipe, and the pipe making process is performed by the pipe making machine.
After that, it is preferable to use the pipe making machine as the extended pipe making machine.
As a result, the pipe making process and the diameter expanding process can be performed using the same device.

本発明によれば、エキスパンダー製管に際して、更生管の拡張製管機側の管端の近くでバックリングが起きるのを防止することができる。 According to the present invention, it is possible to prevent buckling from occurring near the pipe end on the expansion pipe making machine side of the rehabilitated pipe during expander pipe making.

図1は、更生施工中の既設管を、更生管の製管工程の終了時の状態で示す断面図である。FIG. 1 is a cross-sectional view showing an existing pipe under rehabilitation work in a state at the end of the pipe making process of the rehabilitated pipe. 図2(a)は、前記更生管を構成する帯状部材の一例を示し、図1のIIa−IIa線に沿う断面図である。図2(b)は、前記更生管における螺旋状の帯状部材の隣接する縁部分どうしの嵌合構造を強拘束状態で示す、図1の円部IIbの拡大断面図である。図2(c)は、前記嵌合構造を弱拘束状態で示す、図3の円部IIcの拡大断面図である。FIG. 2A shows an example of a strip-shaped member constituting the rehabilitation tube, and is a cross-sectional view taken along the line IIa-IIa of FIG. FIG. 2B is an enlarged cross-sectional view of the circular portion IIb of FIG. 1 showing a fitting structure between adjacent edge portions of the spiral strip-shaped member in the rehabilitation pipe in a strongly restrained state. FIG. 2C is an enlarged cross-sectional view of the circular portion IIc of FIG. 3 showing the fitting structure in a weakly restrained state. 図3は、既設管の更生施工における拘束弱化工程及び拡径工程を示す断面図である。FIG. 3 is a cross-sectional view showing a restraint weakening step and a diameter expanding step in the rehabilitation work of the existing pipe. 図4(a)は、既設管の更生施工における切離工程の一態様を示す断面図である。図4(b)は、前記切離工程の他の態様を示す断面図である。FIG. 4A is a cross-sectional view showing one aspect of the cutting step in the rehabilitation work of the existing pipe. FIG. 4B is a cross-sectional view showing another aspect of the cutting step. 図5は、既設管の更生施工における自然拡径工程を示す断面図である。FIG. 5 is a cross-sectional view showing a natural diameter expansion process in the rehabilitation work of the existing pipe. 図6は、自然拡径の補助的な手動拡径工程を示す断面図である。FIG. 6 is a cross-sectional view showing an auxiliary manual diameter expansion process for natural diameter expansion. 図7は、前記自然拡径工程等の終了時を示す断面図である。FIG. 7 is a cross-sectional view showing the end of the natural diameter expansion step and the like.

以下、本発明の一実施形態を図面にしたがって説明する。
図1に示すように、更生対象の既設管1は、例えば地中に埋設された下水道管であるが、本発明は、これに限定されず、上水道管、農業用水管、ガス管、水力発電導水管その他の埋設管のほか、トンネルなどが挙げられる。老朽化した既設管1の内周に更生管3がライニングされることによって、既設管1が更生される。
Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
As shown in FIG. 1, the existing pipe 1 to be rehabilitated is, for example, a sewer pipe buried in the ground, but the present invention is not limited to this, and the present invention is not limited to this, and is a water pipe, an agricultural water pipe, a gas pipe, and a hydraulic power generation. In addition to water pipes and other buried pipes, tunnels and the like can be mentioned. The existing pipe 1 is rehabilitated by lining the rehabilitation pipe 3 on the inner circumference of the aged existing pipe 1.

更生管3は、帯状部材10からなる螺旋管である。帯状部材10の材質は、ポリ塩化ビニル(PVC)などの合成樹脂によって構成されている。
図2(a)に示すように、帯状部材10は、一定の断面形状を有して、同図の紙面と直交する帯長方向へ延びている。詳しくは、帯状部材10は、平帯状の帯板部11と、該帯板部11の帯幅方向の中間の複数条のリブ12と、帯幅方向の両側の凹凸状の嵌合部13,14を一体に有している。帯状部材10の帯幅方向の一方側の縁部分10aには、第1の嵌合部13が設けられている。第1嵌合部13は、2条(複数条)の嵌合凸部13a,13bを含む。帯状部材10の帯幅方向の他方側の縁部分10bには、第2の嵌合部14が設けられている。第2嵌合部14は、2条(複数条)の嵌合溝14a,14bを含む。
なお、帯状部材10の断面形状は適宜改変できる。
The rehabilitation pipe 3 is a spiral pipe made of a strip-shaped member 10. The material of the strip-shaped member 10 is made of a synthetic resin such as polyvinyl chloride (PVC).
As shown in FIG. 2A, the strip-shaped member 10 has a constant cross-sectional shape and extends in the strip length direction orthogonal to the paper surface in the figure. Specifically, the strip-shaped member 10 includes a flat strip-shaped strip portion 11, a plurality of ribs 12 in the middle of the strip portion 11 in the strip width direction, and uneven fitting portions 13 on both sides in the strip width direction. It has 14 integrally. A first fitting portion 13 is provided on the edge portion 10a on one side of the strip-shaped member 10 in the band width direction. The first fitting portion 13 includes two (plurality) fitting convex portions 13a and 13b. A second fitting portion 14 is provided on the edge portion 10b on the other side of the strip-shaped member 10 in the band width direction. The second fitting portion 14 includes two (plural) fitting grooves 14a and 14b.
The cross-sectional shape of the strip-shaped member 10 can be appropriately modified.

更生管3は、次のようなエキスパンダー製管方法によって作製される。
<製管工程>
図1に示すように、元押し式の製管機20を用意する。該製管機20を既設管1の発進側(第1側)の管口1eに連なる人孔4の底部に設置する。地上の巻取りドラム(図示省略)から帯状部材10を順次繰り出して製管機20に供給する。
製管機20において、帯状部材10を螺旋状に巻回し、互いに一周ずれて隣接する縁部分10a,10bの嵌合部13,14どうしを凹凸嵌合させて接合する。これによって、螺旋状の更生管3を作製する。図2(b)に示すように、嵌合凸部13aは嵌合溝14aに嵌め、嵌合凸部13bは嵌合溝14bに嵌める。これら嵌合部13,14の2条(複数)の凹凸嵌合によって、縁部分10a,10bどうしが、巻き方向へほぼ相対摺動不能な強拘束状態になる。
好ましくは、嵌合溝14a内には接着剤51を設け、嵌合溝14b内にはシール剤52を設けておく。更に好ましくは、シール剤52は潤滑性を有している。
The rehabilitation tube 3 is produced by the following expander tube manufacturing method.
<Pipe making process>
As shown in FIG. 1, a push-type pipe making machine 20 is prepared. The pipe making machine 20 is installed at the bottom of a manhole 4 connected to the pipe opening 1e on the starting side (first side) of the existing pipe 1. The strip-shaped member 10 is sequentially fed from the take-up drum (not shown) on the ground and supplied to the pipe making machine 20.
In the pipe making machine 20, the strip-shaped member 10 is spirally wound, and the fitting portions 13 and 14 of the adjacent edge portions 10a and 10b, which are offset from each other by one circumference, are joined by uneven fitting. As a result, the spiral rehabilitation tube 3 is produced. As shown in FIG. 2B, the fitting convex portion 13a is fitted into the fitting groove 14a, and the fitting convex portion 13b is fitted into the fitting groove 14b. Due to the uneven fitting of the two strips (plurality) of the fitting portions 13 and 14, the edge portions 10a and 10b are in a strongly restrained state in which they cannot slide relative to each other in the winding direction.
Preferably, the adhesive 51 is provided in the fitting groove 14a, and the sealing agent 52 is provided in the fitting groove 14b. More preferably, the sealant 52 has lubricity.

同時に、ワイヤ41(条体)を繰出リール42から繰り出して製管機20に導入する。製管機20において、ワイヤ41を嵌合凸部13a,13bの間に挿し入れて、嵌合部13,14どうしの間に挟む。
なお、ワイヤ41の先端側の引き取り部分41bは、予め、元押し製管前の巻き出し段階の更生管3の先端3fから引き出して折り返させ、更生管3の内部空間に通して、発進側人孔4内の巻取リール43に巻き付けておく。先端3fには、ワイヤ41の折り返し部41cが設けられる。
At the same time, the wire 41 (strand) is fed out from the feeding reel 42 and introduced into the pipe making machine 20. In the pipe making machine 20, the wire 41 is inserted between the fitting protrusions 13a and 13b and sandwiched between the fitting portions 13 and 14.
The take-up portion 41b on the tip side of the wire 41 is pulled out in advance from the tip 3f of the rehabilitation pipe 3 in the unwinding stage before the main push pipe making, folded back, passed through the internal space of the rehabilitation pipe 3, and the starting side person. It is wound around the take-up reel 43 in the hole 4. A folded portion 41c of the wire 41 is provided at the tip 3f.

このようにして作製した更生管3を製管機20から順次押し出し、既設管1の内部に挿し入れる。更生管3の先端3f(第2側の管端)を牽引してもよい。
図1に示すように、製管時の更生管3の外径(製管径)は、既設管1の内径より小径にする。これによって、既設管1内へ押し込み中の更生管3と既設管1との間の摩擦が低減される。
The rehabilitation pipe 3 thus produced is sequentially extruded from the pipe making machine 20 and inserted into the existing pipe 1. The tip 3f (the end of the second side) of the rehabilitation pipe 3 may be towed.
As shown in FIG. 1, the outer diameter (pipe making diameter) of the rehabilitated pipe 3 at the time of pipe making is made smaller than the inner diameter of the existing pipe 1. As a result, the friction between the rehabilitation pipe 3 and the existing pipe 1 being pushed into the existing pipe 1 is reduced.

更生管3の先端3fが既設管1の到達側(第2側)の管口1fに達するまで、前記製管を行なう。これにより、既設管1の全域に更生管3が配置される。好ましくは、更生管3の先端3fを治具(図示せず)等によって管口1fに対して回り止めする。
更生管3における発進側(第1側)の管端は、人孔4内の製管機20と係合されている。
The pipe manufacturing is performed until the tip 3f of the rehabilitation pipe 3 reaches the pipe opening 1f on the reaching side (second side) of the existing pipe 1. As a result, the rehabilitation pipe 3 is arranged in the entire area of the existing pipe 1. Preferably, the tip 3f of the rehabilitation pipe 3 is prevented from rotating with respect to the pipe opening 1f by a jig (not shown) or the like.
The pipe end on the starting side (first side) of the rehabilitation pipe 3 is engaged with the pipe making machine 20 in the manhole 4.

前記製管工程によって、ワイヤ41が、更生管3の全域にわたって帯状部材10に沿って螺旋状に巻かれた状態で更生管3に埋め込まれる。ワイヤ41の引き取り部分41bは、先端3fと巻取リール43とを結ぶように、更生管3の内部空間の全域に通される。 By the pipe making step, the wire 41 is embedded in the rehabilitation pipe 3 in a state of being spirally wound along the strip-shaped member 10 over the entire area of the rehabilitation pipe 3. The take-up portion 41b of the wire 41 is passed through the entire internal space of the rehabilitation pipe 3 so as to connect the tip 3f and the take-up reel 43.

<拘束弱化工程>
製管後、図3に示すように、巻取リール43によって引き取り部分41bを巻き取りながら管軸方向に引っ張る。これによって、ワイヤ41の前記埋め込まれていた部分41aが更生管3から順次引き抜かれ、ワイヤ41の折り返し部41cが、第2側から第1側(図3において右側から左側)へ向けて螺旋状の巻き方向に沿って移行される。このとき、図2(c)に示すように、嵌合部13の一部の嵌合凸部13aの根元部分が、前記ワイヤ41の折り返し部41cによって切断される。これによって、更生管3の先端3fから第1側へ向けて順次、縁部分10a,10bどうしの拘束力が弱められて、これら縁部分10a,10bどうしが巻き方向へ相対摺動可能な弱拘束状態になる。
<Restriction weakening process>
After the pipe is manufactured, as shown in FIG. 3, the take-up portion 41b is wound by the take-up reel 43 and pulled in the direction of the pipe axis. As a result, the embedded portion 41a of the wire 41 is sequentially pulled out from the rehabilitation pipe 3, and the folded portion 41c of the wire 41 spirals from the second side to the first side (from the right side to the left side in FIG. 3). It is transferred along the winding direction of. At this time, as shown in FIG. 2C, the root portion of a part of the fitting convex portion 13a of the fitting portion 13 is cut by the folded-back portion 41c of the wire 41. As a result, the binding force between the edge portions 10a and 10b is sequentially weakened from the tip 3f of the rehabilitation tube 3 toward the first side, and the edge portions 10a and 10b are weakly restrained so as to be relatively slidable in the winding direction. Become in a state.

<拡径(拡張)工程>
前記ワイヤ41の巻取りによる拘束弱化工程と併行して、製管機20によって、帯状部材10における更生管3に続く帯部分19を更生管3へ送り込んで更生管3に組み込む。これによって、更生管3における強拘束状態のままの一定径のストレート状の管部3aが捩じられる。すなわち、ストレート状管部3aの全体が一体的に回転されながら第2側(図3において右側)へ押し込まれる。更生管3における弱拘束状態となった管部においては、縁部分10a,10bどうしが巻き方向に沿って互いにずれるように滑り、拡径(拡張)される。該弱拘束状態となった管部における、拡径変形中の管部3cは、第2側へ向かって拡径するコーン状(円錐台状)になる。該コーン状管部3cの更に第2側に拡径済のストレート状の管部3bが連なる。ストレート状管部3bは、強拘束状態のストレート状管部3aより大径であり、既設管1の内周面の全周にわたって張り付いてる。
製管工程で用いた製管機20が拡張製管機となる。
<Diameter (expansion) process>
In parallel with the restraint weakening step by winding the wire 41, the pipe making machine 20 sends the band portion 19 following the rehabilitation pipe 3 in the band-shaped member 10 to the rehabilitation pipe 3 and incorporates it into the rehabilitation pipe 3. As a result, the straight pipe portion 3a having a constant diameter in the rehabilitated pipe 3 in the strongly restrained state is twisted. That is, the entire straight tube portion 3a is pushed to the second side (right side in FIG. 3) while being integrally rotated. In the weakly restrained pipe portion of the rehabilitated pipe 3, the edge portions 10a and 10b slide so as to be displaced from each other along the winding direction, and the diameter is expanded (expanded). In the tube portion in the weakly restrained state, the tube portion 3c undergoing diameter expansion deformation becomes a cone shape (conical cone shape) whose diameter expands toward the second side. A straight pipe portion 3b having an enlarged diameter is connected to the second side of the cone-shaped pipe portion 3c. The straight pipe portion 3b has a larger diameter than the straight pipe portion 3a in the strongly restrained state, and is attached to the entire inner peripheral surface of the existing pipe 1.
The pipe making machine 20 used in the pipe making process becomes an extended pipe making machine.

拘束弱化工程と拡径工程を併行して行うのに限らず、拘束弱化工程と拡径工程とを少しずつ交互に行ってもよい。拘束弱化工程を先行させ過ぎて、第1側の部分が先に拡径されて張り付き不良が起きないように留意する。
拘束弱化工程及び拡径工程の進行に伴って、コーン状管部3cが第1側(図3において左側)へ移行し、大径ストレート状管部3bが第1側へ伸長し、かつ小径ストレート状管部3aが縮小していく。
The restraint weakening step and the diameter expanding step are not limited to be performed in parallel, and the restraint weakening step and the diameter expanding step may be alternately performed little by little. Care should be taken so that the restraint weakening step is preceded too much and the diameter of the first side portion is expanded first so that sticking defects do not occur.
As the restraint weakening step and the diameter expanding step progress, the cone-shaped tube portion 3c shifts to the first side (left side in FIG. 3), the large-diameter straight tube portion 3b extends to the first side, and the small-diameter straight portion 3b. The shape tube portion 3a shrinks.

図4に示すように、これら拡径された管部3c,3bの第1側の端部すなわちコーン状管部3cの小径側端部3dが、管口1eひいては製管機20の近くの所定位置1dに達するまで、拘束弱化工程及び前記拡径工程を併行して行なう。
所定位置1dは、コーン状管部3cがバックリングを生じないテーパ角及び長さに維持可能なように、製管機20までの距離等を考慮して設定する。
管口1eと所定位置1dとの間の所定距離Lは、ストレート状管部3aの巻きピッチP3aに対して、L=1×P3a〜30×P3a程度が好ましい。
As shown in FIG. 4, the first end of the enlarged pipe portions 3c and 3b, that is, the small diameter side end portion 3d of the cone-shaped pipe portion 3c is a predetermined portion near the pipe opening 1e and the pipe making machine 20. The restraint weakening step and the diameter expanding step are performed in parallel until the position 1d is reached.
The predetermined position 1d is set in consideration of the distance to the pipe making machine 20 and the like so that the cone-shaped pipe portion 3c can be maintained at a taper angle and length that do not cause buckling.
The predetermined distance L 1 between the pipe opening 1e and the predetermined position 1d is preferably about L 1 = 1 × P 3a to 30 × P 3a with respect to the winding pitch P 3a of the straight pipe portion 3a.

図4に示すように、コーン状管部3cの小径側端部3dが所定位置1dに達したとき、拡径工程を終了する。
<切離工程>
そして、人孔4内において更生管3を拡張製管機20から切り離す。詳しくは、拡張製管機20と管口1eとの間の位置3pにおいて更生管3を切断する。切断位置3pと管口1eとの間の切断距離Lは、後記自然拡径工程及び手動拡径工程後の更生管3の第1側の管端3e(切断端)が管口1eより少し突出されるように設定する。好ましくは設定に際して、ストレート状管部3aと管口1eとの直径差、距離L、ピッチP3a等を考慮する。
As shown in FIG. 4, when the small diameter side end portion 3d of the cone-shaped tube portion 3c reaches the predetermined position 1d, the diameter expansion step is terminated.
<Separation process>
Then, the rehabilitation pipe 3 is separated from the expansion pipe making machine 20 in the manhole 4. Specifically, the rehabilitation pipe 3 is cut at the position 3p between the expansion pipe making machine 20 and the pipe opening 1e. Cutting the cutting distance L 2 between the position 3p and Kanguchi 1e, the first side of the pipe end 3e (cut end) of the rehabilitating pipe 3 after later natural diameter step and manual diameter step is slightly above the tube opening 1e Set to protrude. Preferably consider in setting the diameter difference between the straight tube portion 3a and Kanguchi 1e, the distance L 1, the pitch P 3a like.

<第1側管部3gの拘束弱化工程>
前記切離工程と前後して、更生管3における所定位置1dから管端3eまでの小径ストレート状の第1側管部3gの全域を弱拘束状態にする。
図4(a)に示すように、切離工程の前に第1側管部3gの拘束弱化工程を行う場合は、ワイヤ41を少なくとも位置3pまで引き取り、その後、更生管3を位置3pで切断する。
<Step of weakening restraint of 1st side pipe 3g>
Before and after the cutting step, the entire area of the small-diameter straight first side pipe portion 3g from the predetermined position 1d to the pipe end 3e in the rehabilitation pipe 3 is put into a weakly restrained state.
As shown in FIG. 4A, when the restraint weakening step of the first side pipe portion 3g is performed before the cutting step, the wire 41 is taken up to at least the position 3p, and then the rehabilitation pipe 3 is cut at the position 3p. do.

図4(b)に示すように、切離工程の後に第1側管部3gの拘束弱化工程を行う場合は、切離工程の際、ワイヤ41の引き取り部分41bを切断することなく巻取リール43と繋げておく。ワイヤ41の埋設部分41aは、更生管3と共に切断して繰出リール42から切り離す。切断後の埋設部分41aの切断端41eを更生管3の管端3eにクランプ44で止着する。そして、切離工程後、巻取リール43によってワイヤ41を巻き取る。 As shown in FIG. 4B, when the restraint weakening step of the first side pipe portion 3g is performed after the cutting step, the take-up reel without cutting the take-up portion 41b of the wire 41 during the cutting step. Connect with 43. The embedded portion 41a of the wire 41 is cut together with the rehabilitation pipe 3 and separated from the feeding reel 42. The cut end 41e of the buried portion 41a after cutting is fastened to the pipe end 3e of the rehabilitation pipe 3 with a clamp 44. Then, after the cutting step, the wire 41 is wound by the take-up reel 43.

<自然拡径工程>
図5に示すように、前記切離工程後かつ第1側管部3gの拘束弱化工程後、しばらく第1側管部3gを放置する。第1側管部3gは、製管機20から解放され、かつ弱拘束状態になっているから、自ら平板状態に戻ろうとする弾性力によって自然と拡径される。このとき、第1側管部3gに無理な外力が作用することがないから、バックリングが起きることは殆どない。したがって、図7に示すように、第1側管部3gを、バックリングを防止しながら既設管1の管口1eの近くの内周面に張り付かせることができる。
<Natural diameter expansion process>
As shown in FIG. 5, the first side tube portion 3g is left for a while after the cutting step and after the restraint weakening step of the first side tube portion 3g. Since the first side pipe portion 3g is released from the pipe making machine 20 and is in a weakly restrained state, the diameter is naturally expanded by the elastic force that tries to return to the flat plate state by itself. At this time, since an unreasonable external force does not act on the first side pipe portion 3g, buckling hardly occurs. Therefore, as shown in FIG. 7, the first side pipe portion 3g can be attached to the inner peripheral surface of the existing pipe 1 near the pipe opening 1e while preventing buckling.

<手動拡径工程>
図6に示すように、張り付きが不十分な場合や長時間かかる場合は、補助的に手動拡径工程を自然拡径工程に介在させてもよい。すなわち、管端3eを手動で捩じることによって第1側管部3gを強制拡径させる。
手動拡径工程の際は、好ましくは、管端3eの近くに穴3hを開けて直管等の棹材5を貫通させ、該棹材5を手で回すことで、第1側管部3gに捩じり力を加える。穴3hは、嵌合部13,14ひいてはワイヤ41の埋設部分41aを避けて形成する。
<Manual diameter expansion process>
As shown in FIG. 6, when the sticking is insufficient or it takes a long time, the manual diameter expansion step may be additionally intervened in the natural diameter expansion process. That is, the diameter of the first side pipe portion 3g is forcibly expanded by manually twisting the pipe end 3e.
In the manual diameter expansion step, preferably, a hole 3h is formed near the pipe end 3e, a rod material 5 such as a straight pipe is penetrated, and the rod material 5 is turned by hand to obtain a first side pipe portion of 3 g. Apply a twisting force to. The hole 3h is formed so as to avoid the fitting portions 13 and 14 and thus the embedded portion 41a of the wire 41.

第1側管部3gを手動で拡径させることによって、拡径変形中のコーン状管部3cのテーパ角や嵌合部13,14の嵌合状態を目視観察できる。これによって、第1側管部3gの特にコーン状管部3cにおいてバックリングが起きないように捩じり力を調整できる。バックリングが起きそうなときは、手動であるから、捩じり操作を直ちに止めることができ、所要の手当てを行なうことができる。この結果、第1側管部3gを、バックリングが起きるのを未然に防止しながら拡径させて、既設管1の内周面に張り付かせることができる。したがって、バックリングの補修や製管のやり直しをする必要が無く、作業ロスを回避できる。 By manually expanding the diameter of the first side tube portion 3g, the taper angle of the cone-shaped tube portion 3c during the diameter expansion deformation and the fitting state of the fitting portions 13 and 14 can be visually observed. Thereby, the torsional force can be adjusted so that the buckling does not occur in the first side pipe portion 3g, particularly in the cone-shaped pipe portion 3c. When buckling is likely to occur, the twisting operation can be stopped immediately because it is manual, and the necessary treatment can be performed. As a result, the diameter of the first side pipe portion 3g can be increased while preventing buckling from occurring, and the first side pipe portion 3g can be attached to the inner peripheral surface of the existing pipe 1. Therefore, it is not necessary to repair the buckling or redo the pipe making, and work loss can be avoided.

第1側管部3gの自然拡径や手動拡径に伴って、人孔4内に突出された管端3eが管口1eへ向けて漸次引っ込む。一方、前述した切断距離Lの設定によって、管端3eは、どんなに引っ込んだとしても管口1eよりも既設管1内に引っ込むことはない。したがって、図7に示すように、既設管1の管口1eまで更生管3を確実に張り付けることができる。更生管3の寸法が足らずに管口1eの内周面が露出されるのを防止できる。
自然拡径や手動拡径後の管端3eがちょうど管口1e内に位置されるように、切断距離Lを設定しておいてもよい。
既設管1の内周面と更生管3との間には、モルタル等の裏込め材を充填してもよい。
このようにして、既設管1が更生される。
With the natural and manual diameter expansion of the first side pipe portion 3g, the pipe end 3e protruding into the manhole 4 is gradually retracted toward the pipe opening 1e. On the other hand, by setting the cutting distance L 2 described above, the tube end 3e is never retracts existing pipe 1 than even the tube opening 1e as it no matter how retracted. Therefore, as shown in FIG. 7, the rehabilitation pipe 3 can be reliably attached to the pipe opening 1e of the existing pipe 1. It is possible to prevent the inner peripheral surface of the pipe opening 1e from being exposed due to insufficient dimensions of the rehabilitation pipe 3.
As positioned naturally expanded and manual diameter after pipe end 3e exactly tube opening within 1e, may set the cut distance L 2.
A backfilling material such as mortar may be filled between the inner peripheral surface of the existing pipe 1 and the rehabilitation pipe 3.
In this way, the existing pipe 1 is rehabilitated.

本発明は、前記実施形態に限定されるものではなく、その趣旨を逸脱しない範囲において種々の改変をなすことができる。
例えば、第1側管部3gが切離工程によって解放された直後の自然拡径の後は、手動拡径によって、第1側管部3gが既設管1の内周面に張り付くまで強制拡径させてもよい。
製管工程では、更生管における螺旋状の帯状部材の隣接する縁部分どうし間に拘束用の条体を挟むことによって、これら縁部分どうしを強拘束状態とし、拘束弱化工程では、前記拘束用条体を前記縁部分どうし間から引き抜くことで、強拘束状態が解除されて弱拘束状態となるようにしてもよい。
切離工程においては、拡張製管機を分解するなどして更生管3から分離してもよい。
拡張製管機が、製管工程を行なう製管機とは別に用意されてもよい。牽引式の製管機によって製管工程を行ない、元押し式の製管機からなる拡張製管機によって拡径工程を行なってもよい。
拡径(拡張)後の更生管の断面形状は、円でなくてもよく、楕円や四角でもよい。
The present invention is not limited to the above-described embodiment, and various modifications can be made without departing from the spirit of the present invention.
For example, after the natural diameter expansion immediately after the first side pipe portion 3g is released by the cutting step, the diameter is forcibly expanded until the first side pipe portion 3g sticks to the inner peripheral surface of the existing pipe 1 by manual diameter expansion. You may let me.
In the pipe making process, restraining strips are sandwiched between adjacent edge portions of the spiral strip-shaped members in the rehabilitation pipe to put these edge portions in a strongly restrained state, and in the restraint weakening step, the restraining strip is placed. By pulling out the body from the gap between the edge portions, the strong restraint state may be released and the weak restraint state may be obtained.
In the cutting step, the expansion pipe making machine may be disassembled to separate from the rehabilitation pipe 3.
The extended pipe making machine may be prepared separately from the pipe making machine that performs the pipe making process. The pipe making process may be performed by a traction type pipe making machine, and the diameter expanding process may be performed by an extended pipe making machine including a push-type pipe making machine.
The cross-sectional shape of the rehabilitation tube after the diameter expansion (expansion) does not have to be a circle, but may be an ellipse or a square.

本発明は、例えば老朽化した下水道管の更生施工に適用可能である。 The present invention can be applied to, for example, rehabilitation work of an aged sewer pipe.

所定距離
切断距離
3a 巻きピッチ
1 既設管
1d 所定位置
1e 発進側(第1側)の管口
1f 到達側(第2側)の管口
3 更生管
3a 小径ストレート状管部
3b 大径ストレート状管部
3c コーン状管部
3d 小径側端部(拡径された管部の第1側の端部)
3e 管端(第1側の管端)
3f 先端(第2側の管端)
3g 第1側管部
3p 切断位置
4 人孔
10 帯状部材
10a,10b 縁部分
13 第1嵌合部(嵌合部)
13a 嵌合凸部(一部の嵌合凸部
13b 嵌合凸部
14 第2嵌合部(嵌合部)
14a,14b 嵌合溝
19 帯部分
20 製管機(拡張製管機)
41 ワイヤ(条体)
41a 埋設部分
41b 引き取り部分
41c 折り返し部
41e 切断端
44 クランプ(止着手段)
L 1 Predetermined distance L 2 Cutting distance P 3a Winding pitch 1 Existing pipe 1d Predetermined position 1e Tube mouth 1f on the starting side (first side) Pipe mouth on the reaching side (second side) 3 Rehabilitation pipe 3a Small diameter straight pipe 3b Large-diameter straight pipe 3c Cone-shaped pipe 3d Small-diameter side end (first end of the enlarged pipe)
3e pipe end (first side pipe end)
3f tip (2nd side pipe end)
3g 1st side pipe part 3p Cutting position 4 Manhole 10 Band-shaped members 10a, 10b Edge part 13 1st fitting part (fitting part)
13a Fitting convex part (partial fitting convex part 13b fitting convex part 14 second fitting part (fitting part)
14a, 14b Fitting groove 19 Band part 20 Pipe making machine (Expanded pipe making machine)
41 wire (strand body)
41a Buried part 41b Take-up part 41c Folded part 41e Cut end 44 Clamp (fastening means)

Claims (6)

既設管を螺旋管状の更生管によって更生する方法であって、
帯状部材を前記既設管の内面に沿う螺旋状に巻回して、前記帯状部材の帯幅方向の両側の互いに一周ずれて隣接する縁部分どうしを接合して強拘束状態にすることによって、前記更生管を前記既設管より小径になるよう作製する製管工程と、
前記更生管における第2側の管端から第1側へ向けて順次、前記縁部分どうしが巻き方向へ相対摺動可能な弱拘束状態にする拘束弱化工程と、
前記更生管における前記第1側の管端と係合する拡張製管機によって、前記帯状部材における前記更生管に続く帯部分を前記更生管へ送り込むことによって、前記更生管における前記弱拘束状態になった管部を拡径させる拡径工程と、
前記拡径された管部の前記第1側の端部が前記拡張製管機の近くの所定位置に配置されるまで前記拡径工程を行なった後、前記更生管を前記拡張製管機から切り離す切離工程と、
前記拘束弱化工程によって前記更生管を前記第1側の管端まで前記弱拘束状態にした後、かつ前記切離工程の後、前記更生管の前記所定位置から前記第1側の管端までの第1側管部を自然拡径させる自然拡径工程と、
を備えたことを特徴とする既設管更生方法。
It is a method of rehabilitating an existing pipe with a spiral tubular rehabilitation pipe.
The rehabilitation is performed by winding the strip-shaped member in a spiral along the inner surface of the existing pipe and joining the adjacent edge portions of the strip-shaped member on both sides in the band width direction so as to be in a strongly restrained state. A pipe making process for producing a pipe having a smaller diameter than the existing pipe,
A restraint weakening step in which the edge portions of the rehabilitated pipe are sequentially slidable in the winding direction from the end of the second side to the first side.
By the expansion pipe making machine that engages with the pipe end on the first side of the rehabilitation pipe, the band portion of the strip-shaped member following the rehabilitation pipe is sent to the rehabilitation pipe to bring the rehabilitation pipe into the weakly restrained state. The diameter expansion process to expand the diameter of the pipe that has become
After performing the diameter expansion step until the first end of the diameter-expanded pipe portion is arranged at a predetermined position near the expansion pipe making machine, the rehabilitation pipe is removed from the expansion pipe making machine. The separation process to separate and
After the rehabilitation pipe is brought into the weak restraint state to the first side pipe end by the restraint weakening step and after the separation step, from the predetermined position of the rehabilitation pipe to the first side pipe end. A natural diameter expansion process that naturally expands the diameter of the first side pipe,
An existing pipe rehabilitation method characterized by being equipped with.
前記第1側の管端を手動で捩じることによって、前記第1側管部を強制拡径させる手動拡径工程を、前記自然拡径工程に介在させることを特徴とする請求項1に記載の既設管更生方法。 The first aspect of the present invention is characterized in that a manual diameter-expanding step of forcibly increasing the diameter of the first-side pipe portion by manually twisting the pipe end on the first side is intervened in the natural diameter-expanding step. The existing pipe rehabilitation method described. 前記製管工程においては、前記更生管の前記第1側の管端を前記既設管の前記第1側の管口から突出させ、
前記切離工程においては、前記管口の外部で前記更生管を切断し、かつ該切断位置と前記管口との間の切断距離を、前記第1側管部の拡径によって前記第1側の管端が前記管口内に位置されるか又は前記管口より突出されるように設定することを特徴とする請求項1又は2に記載の既設管更生方法。
In the pipe making step, the pipe end on the first side of the rehabilitation pipe is projected from the pipe mouth on the first side of the existing pipe.
In the cutting step, the rehabilitated pipe is cut outside the pipe mouth, and the cutting distance between the cutting position and the pipe mouth is increased by expanding the diameter of the first side pipe portion. The existing pipe rehabilitation method according to claim 1 or 2, wherein the pipe end of the pipe is set to be located in the pipe mouth or protrude from the pipe mouth.
前記製管工程において、前記帯状部材の前記縁部分どうしの間に条体を挟み、
前記拘束弱化工程において、前記条体における前記更生管から引き出されて前記更生管の管内空間に通された引き取り部分を引っ張ることによって、前記条体を順次引き抜くことを特徴とする請求項1〜3の何れか1項に記載の既設管更生方法。
In the pipe making process, a strip is sandwiched between the edge portions of the strip-shaped member.
Claims 1 to 3 characterized in that, in the restraint weakening step, the strips are sequentially pulled out by pulling a take-up portion drawn from the rehabilitation pipe in the strip and passed through the inner space of the rehabilitation pipe. The method for rehabilitating an existing pipe according to any one of the above.
前記帯状部材の一方側の縁部分には複数条の嵌合凸部が形成され、他方側の縁部分には、前記嵌合凸部がそれぞれ嵌る複数条の嵌合溝が形成されており、
前記拘束弱化工程における前記条体の引き抜きによって、前記嵌合凸部の一部が切断されることを特徴とする請求項4に記載の既設管更生方法。
A plurality of fitting protrusions are formed on one edge portion of the strip-shaped member, and a plurality of fitting grooves into which the fitting protrusions are fitted are formed on the other edge portion.
The existing pipe rehabilitation method according to claim 4, wherein a part of the fitting convex portion is cut by pulling out the strip in the restraint weakening step.
前記既設管の前記第1側の管口に連なる人孔に製管機を設置して、該製管機によって前記製管工程を行ない、
その後、前記製管機を前記拡張製管機として用いることを特徴とする請求項1〜5の何れか1項に記載の既設管更生方法。
A pipe making machine is installed in a manhole connected to the pipe opening on the first side of the existing pipe, and the pipe making process is performed by the pipe making machine.
The existing pipe rehabilitation method according to any one of claims 1 to 5, wherein the pipe making machine is then used as the extended pipe making machine.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04232026A (en) * 1990-12-28 1992-08-20 Sekisui Chem Co Ltd Method of lining existing pipe
JPH04232023A (en) * 1990-12-28 1992-08-20 Sekisui Chem Co Ltd Industrial lining method of existing pipe
JP2000000889A (en) * 1998-06-12 2000-01-07 Sekisui Chem Co Ltd Method for lining existing pipe
JP2018193732A (en) * 2017-05-16 2018-12-06 積水化学工業株式会社 Method and structure for rehabilitating existing waterway structure, and rehabilitation pipe for existing waterway structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04232026A (en) * 1990-12-28 1992-08-20 Sekisui Chem Co Ltd Method of lining existing pipe
JPH04232023A (en) * 1990-12-28 1992-08-20 Sekisui Chem Co Ltd Industrial lining method of existing pipe
JP2000000889A (en) * 1998-06-12 2000-01-07 Sekisui Chem Co Ltd Method for lining existing pipe
JP2018193732A (en) * 2017-05-16 2018-12-06 積水化学工業株式会社 Method and structure for rehabilitating existing waterway structure, and rehabilitation pipe for existing waterway structure

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