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JP4499766B2 - Existing pipe renewal device - Google Patents
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JP4499766B2 - Existing pipe renewal device - Google Patents

Existing pipe renewal device Download PDF

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JP4499766B2
JP4499766B2 JP2007177999A JP2007177999A JP4499766B2 JP 4499766 B2 JP4499766 B2 JP 4499766B2 JP 2007177999 A JP2007177999 A JP 2007177999A JP 2007177999 A JP2007177999 A JP 2007177999A JP 4499766 B2 JP4499766 B2 JP 4499766B2
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slow
pipe
existing pipe
crushing
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JP2009014128A (en
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英明 山下
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北陸推進工業株式会社
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この発明は、ガス管や水道管、下水管等を敷設するものであって、老朽化した管を新しい管に置き換える既設管更新装置に関する。 The present invention relates to an existing pipe updating device for laying gas pipes, water pipes, sewage pipes, etc., and replacing an old pipe with a new pipe.

従来、ガス管、水道管など地中に敷設されている老朽化した既設管を新しい管に更新する際には、既設管の始点から終点まで地表から溝を掘削して管を交換する方法や、作業穴から廃止管を切断しながら引き抜いて、その後の推進孔に新設管を挿入したりする方法あった。   Conventionally, when replacing old pipes that have been laid underground such as gas pipes and water pipes with new pipes, exchanging pipes by excavating grooves from the surface to the end point of existing pipes, There was a method of pulling out the abolished pipe from the working hole while cutting it and inserting a new pipe into the subsequent propulsion hole.

また、特許文献1に開示されているように、既設管の始点位置と終点位置に作業穴を掘削して、作業穴において既設管を拡径破壊し、拡径破壊跡の推進孔に新設管を挿入する方法も行われている。この他、特許文献2に開示されているように、既設管の始点位置と終点位置に作業穴を掘削して、作業穴において既設管を拡径破壊し、拡径破壊跡の内壁に樹脂層を形成する方法も提案されている。   Further, as disclosed in Patent Document 1, a work hole is excavated at the start position and the end position of the existing pipe, the existing pipe is expanded and broken at the work hole, and the new pipe is formed at the propulsion hole of the expanded fracture mark. The method of inserting is also performed. In addition, as disclosed in Patent Document 2, a work hole is excavated at the start position and the end position of the existing pipe, the existing pipe is subjected to diameter expansion failure in the work hole, and a resin layer is formed on the inner wall of the diameter expansion fracture trace. There has also been proposed a method of forming the film.

さらに、特許文献3に開示されているように、既設管を破壊せず、既設管の中に新設管を挿入し、既設管と新設管の隙間にモルタル等の中込材を充填して新設管を固定する方法もある。
特開昭57−120789号公報 特開平5−24113号公報 特開2004−218827号公報
Furthermore, as disclosed in Patent Document 3, the existing pipe is not destroyed, the new pipe is inserted into the existing pipe, and the gap between the existing pipe and the new pipe is filled with an interstitial material such as mortar. There is also a way to fix.
Japanese Unexamined Patent Publication No. 57-120789 JP-A-5-24113 JP 2004-218827 A

しかし、既設管の始点から終点まで溝を掘削して管を交換する方法にあっては、掘削、復旧に多大の労力と費用を要し、更に管の深さや地上に建造物がある場合は作業自体が不可能である等の問題があった。   However, in the method of exchanging the pipe by excavating the groove from the start point to the end point of the existing pipe, much labor and cost are required for excavation and restoration, and when there is a structure on the pipe depth or on the ground There was a problem that the work itself was impossible.

特許文献1に開示された方法にあっては、既設管の破壊片と新設管とが一体化されずに一定の隙間が残っており、地下水の多い土質の場合に該隙間が水路となって土砂を取り込み、地盤に悪影響を及ぼすおそれがあった。また、地下水位の高い地域の場合に、新設管に対する水圧による曲げ応力等がより加わりやすくなるため、新設管自体の形状又は直線性を維持することが困難であった。   In the method disclosed in Patent Document 1, the fracture piece of the existing pipe and the new pipe are not integrated, and a certain gap remains, and in the case of soil with a lot of groundwater, the gap becomes a water channel. There was a risk of taking in earth and sand and adversely affecting the ground. In addition, in the case of an area where the groundwater level is high, bending stress due to water pressure is more easily applied to the new pipe, so it is difficult to maintain the shape or linearity of the new pipe itself.

特許文献2に開示された方法にあっては、既設管の破壊片が樹脂層により一体化された新管が形成されるが、例えばコンクリート製の既設管を更新する場合にあっては、荷重に対する管の強度は更新前に比べて著しく低下するという問題があった。   In the method disclosed in Patent Document 2, a new pipe is formed in which the fracture pieces of the existing pipe are integrated by the resin layer. For example, when updating an existing pipe made of concrete, the load There was a problem that the strength of the tube against the remarkably decreased compared with before the renewal.

さらに、特許文献3に開示された方法にあっては、新設管は、既設管の内径よりも小さな外径を有するものに限られるため、既設管の更新後のガス又は水道水等の輸送能力は、更新前に比べて低下するという問題があった。   Furthermore, in the method disclosed in Patent Document 3, since the new pipe is limited to one having an outer diameter smaller than the inner diameter of the existing pipe, the transportation capacity of gas or tap water after the existing pipe is renewed Had a problem that it was lower than before the update.

この発明は、上記背景技術に鑑みて成されたもので、簡単な工法で安全に強度の高い新設管を敷設することができる既設管更新装置を提供することを目的とする。 The present invention has been made in view of the background art described above, and an object of the present invention is to provide an existing pipe renewal device capable of laying a new pipe having high strength safely with a simple construction method.

この発明は、更新する既設管内を進行して拡径破壊する破砕部と、前記破砕部の進行方向後端部に位置し新設管を保持して拡径破壊された前記既設管内に挿入させる新設管保持部と、前記新設管保持部に設けられ、拡径破壊された前記既設管と新設管の隙間に充填される液状の遅硬性滑剤の吐出口を有した遅硬性滑剤吐出部と、前記新設管保持部の前記吐出部を覆うように設けられるとともに、前記吐出口に対して前記破砕部側に位置して前記新設管保持部の側周面を一周して覆い、前記破砕部に向かって外径が小さくなった円錐台状の流動防止材を設け、前記流動防止材は前記吐出口の破砕部側への前記遅硬性滑剤の流入を防止する既設管更新装置である。 The present invention includes a crushing portion that progresses in a renewed existing pipe and expands and destroys the diameter, and a new installation that is positioned at the rear end in the traveling direction of the crushing section and that is inserted into the existing pipe that has been expanded and broken while holding the new pipe A slow-hardening lubricant discharge part having a discharge port for a liquid slow-hardening lubricant that is provided in the tube holding part, and is provided in the new pipe holding part, and is filled in a gap between the existing pipe that has been expanded and destroyed, and the new pipe ; It is provided so as to cover the discharge part of the new pipe holding part, and is located on the crushing part side with respect to the discharge port so as to cover the side peripheral surface of the new pipe holding part so as to face the crushing part. A frustoconical anti-flow material having a reduced outer diameter is provided, and the anti-flow material is an existing pipe renewal device that prevents the slow-hardening lubricant from flowing into the crushing portion side of the discharge port .

さらに、前記遅硬性滑剤吐出部は、前記吐出口の周回部分又は前記新設管保持部側に、前記遅硬性滑剤の流動誘導溝を設けたものである。   Further, the slow-hardening lubricant discharge portion is provided with a flow-inducing groove for the slow-hardening lubricant on the periphery of the discharge port or on the new tube holding portion side.

この発明の既設管更新装置によれば、短時間かつ低コストで既設管の更新を行うことができる。さらに、更新後は既設管の破壊片と新設管とが遅効性滑剤の硬化層により一体化されて強度が高くなり、地上における地盤沈下等のおそれもない。また、ガスや水道水等の管路の輸送能力は、既設管と同等以上の能力を確保することができる。 According to the existing pipe update device of the present invention, the existing pipe can be updated in a short time and at a low cost. Furthermore, after the renewal, the broken piece of the existing pipe and the new pipe are integrated by the hardened layer of the slow-acting lubricant to increase the strength, and there is no fear of ground subsidence on the ground. In addition, the transportation capacity of pipelines such as gas and tap water can be equal to or better than existing pipes.

さらにこの発明の既設管更新装置によれば、遅硬性滑剤を既設管の破壊作業と同時に充填することにより、新設管の挿入抵抗を低下させ新設管の挿入負荷が軽減され、作業時間もほとんど増加しない。さらに、樹脂吐出部に設けた流動防止材や流動誘導溝により、遅硬性滑剤を既設管と新設管の隙間全体に偏りなく充填することができ、新設管の挿入をより容易なものにする。 Furthermore , according to the existing pipe renewal device of the present invention, the slow-hardening lubricant is filled simultaneously with the breaking operation of the existing pipe, so that the insertion resistance of the new pipe is reduced, the insertion load of the new pipe is reduced, and the work time is almost increased. do not do. Further, the slow-hardening lubricant can be filled in the entire gap between the existing pipe and the new pipe evenly by the flow preventing material and the flow guide groove provided in the resin discharge section, and the new pipe can be inserted more easily.

以下、この発明の既設管更新装置の一実施形態について、図面をもとに説明する。まず、作業に用いる装置及び設備などの構成について説明する。この実施形態の既設管更新装置は、既設管10を拡径して破壊する破壊装置16と、破壊装置16をワイヤ20を介して牽引するウインチ18、及び後述する遅効性滑剤供給装置34と供給用のホース36から成る。 Hereinafter, an embodiment of an existing pipe updating apparatus according to the present invention will be described with reference to the drawings. First, the configuration of equipment and equipment used for work will be described. The existing pipe renewal device of this embodiment is supplied with a breaking device 16 that expands and breaks the existing pipe 10, a winch 18 that pulls the breaking device 16 through the wire 20, and a slow-acting lubricant supply device 34 that will be described later. Hose 36.

破壊装置16は、既設管10の内径寸法よりも径が僅かに大きい部分を有する破砕部24と、ホース36から供給される遅硬性滑剤を吐出する遅硬性滑剤吐出部30と、新設管22の一端を保持する新設管保持部32を備える。これらは、ワイヤ20で牽引される側からみて前記の順に形成されている。   The breaking device 16 includes a crushing portion 24 having a portion whose diameter is slightly larger than the inner diameter dimension of the existing tube 10, a slow-hardening lubricant discharge portion 30 that discharges a slow-hardening lubricant supplied from the hose 36, and the new tube 22. A new pipe holding part 32 for holding one end is provided. These are formed in the above order as viewed from the side pulled by the wire 20.

遅硬性滑剤吐出部30は、遅硬性滑剤44をホース36を介して受け入れる受入口26と、それを吐出する吐出口28を有する。遅硬性滑剤吐出部30の基端部側には、新設管保持部32が設けられ、既設管10を更新する新設管22の先端部が連結される。   The slow-hardening lubricant discharge unit 30 includes a receiving port 26 that receives the slow-hardening lubricant 44 via the hose 36 and a discharge port 28 that discharges the receiving port 26. A new pipe holding section 32 is provided on the base end side of the slow-hardening lubricant discharging section 30, and the tip of the new pipe 22 that updates the existing pipe 10 is connected to the slow hard lubricant discharging section 30.

遅硬性滑剤44は、一般には圧入推進工法等に用いられる材料であって、施工工事中は液状の流動体であって圧入時の摩擦を減少させるとともに、施工工事終了後1〜4ヶ月で硬化して裏込め材としての機能を果たす材料である。例えば、株式会社薬材開発センター社から販売されているCaO、SiO等を主成分としたセメント系の材料である商品名AHLや、高炉スラグを利用したユニオンヒューム管株式会社の遅効性滑材がこれに該当する。 The slow-hardening lubricant 44 is a material generally used for the press-fitting propulsion method and the like, and is a liquid fluid during construction work to reduce friction during press-fitting and harden in 1 to 4 months after the construction work is completed. It is a material that functions as a backfill material. For example, the brand name AHL, which is a cement-based material mainly composed of CaO, SiO 2, etc., sold by Medicinal Materials Development Center Co., Ltd. Corresponds to this.

さらに、破砕装置16の遅硬性滑剤吐出部30は、吐出口28の前方部分(破砕部側部分)に遅硬性滑剤が流入するのを防御する流動防止材46と、流動防止材46を遅硬性滑材吐出部30に取り付ける固定具48と、吐出口28の周回部に設けられ遅硬性滑剤44の流れを誘導する流動誘導溝50とを備えている。   Further, the slow-hardening lubricant discharge part 30 of the crushing device 16 has a flow-preventing material 46 for preventing the slow-hardening lubricant from flowing into the front part (crushing part side part) of the discharge port 28, and the anti-flowing material 46 is slow-hardening. A fixing tool 48 attached to the lubricant discharge part 30 and a flow guide groove 50 provided in the peripheral part of the discharge port 28 for guiding the flow of the slow-hardening lubricant 44 are provided.

流動防止材46は、図4に示すように、遅硬性滑材吐出部30に装着するための取付穴52を有する円筒形の取付部54と、新設管保持部32の遅硬性滑材吐出部30を覆うように設けられ、遅硬性滑材吐出口30に対して破砕部24側に位置して、新設管保持部32の側周面を一周して覆い、破砕部24側に向かって外径が小さくなり円筒形の一端をラッパ状に広げた開口部56を有している。流動防止材46は、例えば既設管10の拡径破壊作業の途中で破砕装置16の移動を停止させたり、移動の速度を低下させたとき等に、吐出口28から吐出された遅硬性滑剤が破砕部側に流れないように防御する働きをする。なお、流動防止材45の取付部52は必ずしも円筒形である必要はなく、遅硬性滑材吐出部30の外周の形状に合わせて周回するように装着できればよい。 As shown in FIG. 4, the flow preventing material 46 includes a cylindrical mounting portion 54 having a mounting hole 52 for mounting on the slow-hardening lubricant discharging portion 30, and a slow-hardening lubricant discharging portion of the new pipe holding portion 32. 30, is located on the crushing part 24 side with respect to the slow-hardening lubricant discharge port 30, covers the side peripheral surface of the new pipe holding part 32, covers the outer side toward the crushing part 24 side. It has an opening 56 having a reduced diameter and having one end of a cylindrical shape widened in a trumpet shape. For example, when the movement of the crushing device 16 is stopped in the middle of the diameter expansion destruction operation of the existing pipe 10 or when the movement speed is reduced, the anti-flow material 46 is provided with the slow-hardening lubricant discharged from the discharge port 28. It works to protect against the crushing part side. Note that the attachment portion 52 of the flow preventing material 45 does not necessarily have a cylindrical shape, as long as it can be mounted so as to circulate according to the shape of the outer periphery of the slow-hardening lubricant discharge portion 30.

流動誘導溝50は、吐出口28の位置から側面を一周するように設けられており、吐出口28から吐出された遅硬性滑剤は流動誘導溝50に沿って周回し、新設管の外周面全体に偏りなく充填される。 The flow guide groove 50 is provided so as to go around the side surface from the position of the discharge port 28, and the slow-hardening lubricant discharged from the discharge port 28 circulates along the flow guide groove 50 and the entire outer peripheral surface of the new pipe. It is filled evenly.

次に、既設管更新装置の動作及び既設管更新方法について説明する。まず、図3に示すように、既設管10の所定間隔でその両端位置に作業穴12と作業穴14を掘削する。一方の作業穴14側では、ウインチ18の巻き取り部から引き出したワイヤ20を既設管10内に挿通する。他方の作業穴12では、ワイヤ20の先端を破壊装置16の破砕部24の先端部に固定し、ウインチ18によりワイヤ20を巻き取り、破砕装置24を既設管10内で摺動させる。新設管22の一端は破砕装置16に保持されており、破砕装置16に追従して挿入される。   Next, the operation of the existing pipe update device and the existing pipe update method will be described. First, as shown in FIG. 3, work holes 12 and work holes 14 are excavated at both end positions of the existing pipe 10 at predetermined intervals. On one working hole 14 side, the wire 20 drawn from the winding part of the winch 18 is inserted into the existing pipe 10. In the other working hole 12, the tip of the wire 20 is fixed to the tip of the crushing portion 24 of the breaking device 16, the wire 20 is wound up by the winch 18, and the crushing device 24 is slid within the existing pipe 10. One end of the new tube 22 is held by the crushing device 16 and is inserted following the crushing device 16.

また、地上には遅硬性滑剤供給装置34と、その供給装置から破砕装置16に接続されるホース36が設けられ、破砕装置16に遅硬性滑剤が供給される。   A slow-hardening lubricant supply device 34 and a hose 36 connected from the supply device to the crushing device 16 are provided on the ground, and the slow-hardening lubricant is supplied to the crushing device 16.

ウインチ18が回転しワイヤ20により破砕装置16が牽引されると、破砕部24が既設管10の内径より大きな寸法部分有しているので、既設管10を拡径破壊する。破砕装置16の進行に伴って、破砕部24により形成された推進孔40に新設管22が追従して挿入される。同時に、遅硬性滑剤供給装置34からホース36を介して受入口26に送られた所定流量の液状の遅硬性滑剤44が、吐出口28から吐出され、推進孔40と新設管22の隙間に充填される。液状の遅硬性滑剤44は適度な流動性を有しており、図2に示すように、拡径破壊された既設管10と新設管22の隙間、及び、既設管の破壊片42の隙間の隅々まで充填される。   When the winch 18 rotates and the crushing device 16 is pulled by the wire 20, the crushing part 24 has a larger dimension than the inner diameter of the existing pipe 10, so that the existing pipe 10 is expanded and broken. As the crushing device 16 advances, the new pipe 22 is inserted into the propulsion hole 40 formed by the crushing portion 24 so as to follow. At the same time, a liquid slow-hardening lubricant 44 at a predetermined flow rate sent from the slow-hardening lubricant supply device 34 to the receiving port 26 via the hose 36 is discharged from the discharge port 28 and fills the gap between the propulsion hole 40 and the new pipe 22. Is done. The liquid slow-hardening lubricant 44 has an appropriate fluidity, and as shown in FIG. 2, the gap between the existing pipe 10 and the new pipe 22 that have been expanded and broken, and the gap between the fracture pieces 42 of the existing pipe. Filled every corner.

さらに、既設管10全体の拡径破壊作業及び新設管22の挿入作業が完了した後、所定の期間が経過すると、遅硬性滑剤44は既設管の破壊片42及び新設管22と一体に硬化し、既設管よりも管強度が増強された更新管58が形成される。   Further, after completion of the diameter expansion destruction work of the entire existing pipe 10 and the insertion work of the new pipe 22, when a predetermined period elapses, the slow-hardening lubricant 44 hardens integrally with the fracture pieces 42 of the existing pipe and the new pipe 22. Thus, the renewal pipe 58 having a pipe strength higher than that of the existing pipe is formed.

なお、流動誘導溝50の形状や本数は図5の実施形態に限定されるものではなく、図6に示すように放射状に流動誘導溝60が形成されたものでも良く、拡径破壊された既設管と新設管の隙間の広さ、既設管及び新設管の材質、遅硬性滑剤の流動性等の性質によって、適宜設定することができる。   The shape and number of the flow guide grooves 50 are not limited to those in the embodiment of FIG. 5, but may be formed with the flow guide grooves 60 radially as shown in FIG. It can be set as appropriate according to the properties of the gap between the pipe and the new pipe, the material of the existing pipe and the new pipe, the fluidity of the slow-hardening lubricant, and the like.

また、この発明の既設管更新装置は、一般的には塩化ビニル等の合成樹脂管やコンクリート管等の更新作業に適したものであるが、それに限定するものではない。また、本実施形態においては、遅硬性滑剤吐出部30には吐出口28が1箇所だけ設けられているが、複数箇所に設けると、新設管の外周面全体に偏りなく充填され易くなる。また、上記実施形態においては、破砕部24と他の部分(前記吐出部30及び前記保持部32)が別個のユニットであって、連結部38で連結して破砕装置16を形成する形態を例示しているが、すべて別個のユニットの各部を連結する形態であっても、各部がすべて一体に形成された形態であってもよい。 The existing pipe renewal device of the present invention is generally suitable for renewal work of synthetic resin pipes such as vinyl chloride and concrete pipes, but is not limited thereto. In the present embodiment, the slow-hardening lubricant discharging unit 30 is provided with only one discharge port 28. However, if the discharge port 28 is provided at a plurality of positions, the entire outer peripheral surface of the new pipe can be easily filled without deviation. Moreover, in the said embodiment, the crushing part 24 and other parts (the said discharge part 30 and the said holding | maintenance part 32) are separate units, Comprising: The form which connects with the connection part 38 and forms the crushing apparatus 16 is illustrated. However, all the parts of separate units may be connected, or each part may be integrally formed.

この発明の一実施形態の既設管破砕装置を示す拡大断面図である。It is an expanded sectional view showing the existing pipe crushing device of one embodiment of this invention. 図1のA−A断面図である。It is AA sectional drawing of FIG. この実施形態の発明の既設管の更新方法を説明する全体断面図である。It is a whole sectional view explaining the updating method of the existing pipe of the invention of this embodiment. この実施形態の破砕装置の流動防止材を示す正面図及び側面図である。It is the front view and side view which show the flow prevention material of the crushing apparatus of this embodiment. この実施形態の破砕装置の遅硬性滑材吐出部を示す側面図である。It is a side view which shows the slow-hardening lubricating material discharge part of the crushing apparatus of this embodiment. この実施形態の破砕装置の遅硬性滑材吐出部の他の例を示す側面図である。It is a side view which shows the other example of the slow-hardening lubricating material discharge part of the crushing apparatus of this embodiment.

10 既設管
12、14 作業穴
16 破砕装置
18 ウインチ
20 ワイヤ
22 新設管
24 破砕部
26 受入口
28 吐出口
30 遅硬性滑材吐出部
32 新設管保持部
34 遅硬性滑剤供給装置
36 ホース
38 連結部
40 推進孔
42 破壊片
44 遅硬性滑剤
46 流動防止材
48 固定具
50,52 流動誘導溝
DESCRIPTION OF SYMBOLS 10 Existing pipes 12 and 14 Work hole 16 Crushing device 18 Winch 20 Wire 22 New pipe 24 Crushing part 26 Receiving port 28 Discharge port 30 Slow hard lubricant discharge part 32 New pipe holding part 34 Slow hard lubricant supply apparatus 36 Hose 38 Connection part 40 Propulsion hole 42 Destruction piece 44 Slow-hardening lubricant 46 Flow prevention material 48 Fixture 50, 52 Flow induction groove

Claims (2)

更新する既設管内を進行して拡径破壊する破砕部と、前記破砕部の進行方向後端部に位置し新設管を保持して拡径破壊された前記既設管内に挿入させる新設管保持部と、前記新設管保持部に設けられ、拡径破壊された前記既設管と新設管の隙間に充填される液状の遅硬性滑剤の吐出口を有した遅硬性滑剤吐出部と、前記新設管保持部の前記吐出部を覆うように設けられるとともに、前記吐出口に対して前記破砕部側に位置して前記新設管保持部の側周面を一周して覆い、前記破砕部に向かって外径が小さくなった円錐台状の流動防止材を設け、前記流動防止材は前記吐出口の破砕部側への前記遅硬性滑剤の流入を防止すること特徴とする既設管更新装置。 A crushing part that progresses in the existing pipe to be renewed and expands and destroys the diameter, and a new pipe holding part that is located at the rear end in the traveling direction of the crushing part and holds the new pipe and is inserted into the existing pipe that has been expanded and destroyed. the provided new tube holding portion, and a slow-curing lubricant discharging portion having a discharge port of the slow-curing lubricants of liquid to be filled into the gap enlarged broken the existing pipe and new pipe, the new pipe holder Is provided so as to cover the discharge portion, and is located on the crushing portion side with respect to the discharge port so as to cover the side peripheral surface of the new pipe holding portion, and has an outer diameter toward the crushing portion. An existing pipe renewal device characterized in that a reduced frustoconical anti-flow material is provided, and the anti-flow material prevents the slow-hardening lubricant from flowing into the crushing portion side of the discharge port . 前記遅硬性滑剤吐出部は、前記吐出口の周回部分又は前記新設管保持部側に、前記遅硬性滑剤の流動誘導溝を設けた請求項1記載の既設管更新装置。   2. The existing pipe updating device according to claim 1, wherein the slow-hardening lubricant discharge section is provided with a flow-inducing groove for the slow-hardening lubricant on a circulation portion of the discharge port or on the new pipe holding section side.
JP2007177999A 2007-07-06 2007-07-06 Existing pipe renewal device Expired - Fee Related JP4499766B2 (en)

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