JP4580294B2 - Water sealing structure of lining pipe and water stopping method of lining pipe - Google Patents

Water sealing structure of lining pipe and water stopping method of lining pipe Download PDF

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JP4580294B2
JP4580294B2 JP2005196654A JP2005196654A JP4580294B2 JP 4580294 B2 JP4580294 B2 JP 4580294B2 JP 2005196654 A JP2005196654 A JP 2005196654A JP 2005196654 A JP2005196654 A JP 2005196654A JP 4580294 B2 JP4580294 B2 JP 4580294B2
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divided
pipe
collar
lining pipe
split
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JP2007016825A (en
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康彦 浅井
正文 小玉
誠 請川
孝 田中
昌紀 塩見
禎久 野本
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Nippon Zenith Pipe Co Ltd
Toda Corp
Nippon Hume Corp
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Toda Corp
Nippon Hume Corp
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本発明は、複数の覆工管を軸方向に順次接続しつつ、地盤中に押し込んで地中管路の覆工を形成する覆工管の止水構造及び覆工管の止水方法に関する。   The present invention relates to a water-stopping structure for a lining pipe and a water-stopping method for the lining pipe, in which a plurality of lining pipes are sequentially connected in the axial direction and pushed into the ground to form a lining for an underground pipe line.

一般に、立坑から横方向に管状の推進管を地中に押し込むと共に、この推進管の後方に順次推進管を継ぎ足し、所定長の地中管路を構築するする推進工法が知られている。   In general, a propulsion method is known in which a tubular propelling pipe is pushed into the ground laterally from a shaft, and a propelling pipe is sequentially added behind the propelling pipe to construct a underground pipe having a predetermined length.

この推進工法に用いられる推進管は、所定長の推進管の後端部外周縁にカラーを管状に突出させると共に、前端部外周には前端部を前側の推進管のカラーに差し込んだ際にカラー内壁面と密着して止水性を保持するためのゴムリングを取り付けた状態で、工場にて製作され、この状態で施工現場まで輸送されるようになっていた。   The propulsion pipe used in this propulsion method has a collar protruding in the outer periphery of the rear end of the propulsion pipe of a predetermined length, and the collar when the front end is inserted into the collar of the front propulsion pipe on the outer periphery of the front end. It was manufactured at the factory with a rubber ring attached to the inner wall surface to maintain water-stopping properties and transported to the construction site in this state.

この場合の推進管の最大口径は、輸送の際における道路交通法の高さ制限により制約を受けて、積載状態で道路交通法の高さ制限を超える口径の推進管を用いることができないものであった。   The maximum diameter of the propulsion pipe in this case is restricted by the height restriction of the Road Traffic Law during transportation, and the propulsion pipe whose diameter exceeds the height restriction of the Road Traffic Law cannot be used in the loaded state. there were.

これに対し、近年では、コスト縮減施策の推進により、これまでの最大口径を超える口径の推進管の開発が求められている。   On the other hand, in recent years, development of a propulsion pipe having a diameter exceeding the maximum diameter has been demanded by promoting cost reduction measures.

そのため、周方向に2分割された分割推進管を用い、分割された状態で施工現場に搬入し、現地で一体化することにより、推進管の大口径化を図った提案がなされている(特許文献1参照)。
特開2004−183289号公報
Therefore, a proposal has been made to increase the diameter of the propulsion pipe by using a split propulsion pipe divided into two in the circumferential direction, bringing it into the construction site in a divided state and integrating it at the site (patent) Reference 1).
JP 2004-183289 A

しかし、立坑用地が狭小で、組み立てた推進管の仮置きスペースが確保できないような場合、分割推進管の組み立て時間が施工サイクルに影響を及ぼして、施工期間の長期化及び工費の増大を招くこととなる。   However, if the site for the shaft is small and the temporary storage space for the assembled propulsion pipe cannot be secured, the assembly time of the split propulsion pipe will affect the construction cycle, leading to a prolonged construction period and an increase in construction cost. It becomes.

特に、ゴムリングを取り付ける際の接着材の養生時間の組立時間に占める割合が大きいため、養生期間の短縮もしくは取付方法の改善が求められている。   In particular, since the ratio of the curing time of the adhesive when attaching the rubber ring to the assembly time is large, shortening of the curing period or improvement of the mounting method is required.

具体的には、ゴムリングの装着は、現地にて分割推進管を組み立てた後に、ゴムリング取付箇所にエポキシ樹脂を塗布して行うようにしており、このエポキシ樹脂は硬化、強度の発現までに3〜5時間を必要とするために、分割推進管の組み立て時間が推進工のサイクルタイムを上回り、組み立てた推進管の仮置きスペースが確保できない場合は、組立完了後に推進することとなり、計画日進量を確保することができないこととなる。   Specifically, the rubber ring is mounted by applying an epoxy resin to the rubber ring mounting location after assembling the split propelling pipe on site, and this epoxy resin is cured and developed until strength is developed. Since 3 to 5 hours are required, if the assembly time of the split propulsion pipe exceeds the cycle time of the propulsion work and temporary storage space for the assembled propulsion pipe cannot be secured, it will be propelled after the assembly is completed. The amount cannot be secured.

また、分割推進管は、従来の推進管と異なり、一体化するための接合面が存在するため、接合面の軸方向にシール材を貼付して水密性を図るようにしているが、シール材端部とゴムリングとの間の水密性の確保が必要性となる。   In addition, unlike the conventional propulsion pipe, the split propulsion pipe has a joint surface to be integrated, so a sealing material is applied in the axial direction of the joint surface to achieve water tightness. It is necessary to ensure water tightness between the end and the rubber ring.

本発明の目的は、接着材の養生時間を短縮して、組立時間の短縮を図り、施工期間の短縮、工費の削減を図ることのできる覆工管の止水構造及び覆工管の止水方法を提供することにある。   The object of the present invention is to reduce the curing time of the adhesive material, shorten the assembly time, shorten the construction period, and reduce the construction cost, and the waterproofing structure of the lining pipe and the waterproofing of the lining pipe It is to provide a method.

本発明の他の目的は、覆工管を一体化するための接合面の両端部での水密性を向上させることのできる覆工管の止水構造及び覆工管の止水方法を提供することにある。   Another object of the present invention is to provide a water stop structure for a cover pipe and a water stop method for the cover pipe that can improve water tightness at both ends of a joint surface for integrating the cover pipe. There is.

前記目的を達成するため、本発明の覆工管の止水構造は、覆工管本体の後端部外周縁に後方に突出する継手用のカラーを周方向に連続して設けると共に、前端部外周にシール用の弾性リングを周方向に連続して設けた複数の覆工管を、先行の覆工管の後端部のカラー内に後行の覆工管の前端部を差し込み、後行の覆工管前端部の弾性リングを先行の覆工管のカラー内壁面に密着させて軸方向に順次接続して地中管路の覆工を形成する覆工管の止水構造であって、
前記覆工管本体は、周方向に分割された複数の分割管体の接合面同士を組み合わせて形成され、
前記カラーは、各分割管体に対応した分割カラー部材を前記各分割管体に予め設け、前記分割管体の組み合わせ時に各分割カラー部材の端部同士を接合して形成され、
前記弾性リングは、各分割管体に対応した分割リング部材を前記各分割管体に予め設けると共に、各分割リング部材の端部に接合用の嵌合部を設け、前記分割管体の組み合わせ時に各分割リング部材の嵌合部同士を嵌合して接着することで接合形成されることを特徴とする。
In order to achieve the above object, the water stop structure for a lining pipe according to the present invention is provided with a joint collar continuously projecting in the circumferential direction on the outer peripheral edge of the rear end portion of the lining pipe main body, and the front end portion. Insert the front end part of the succeeding lining pipe into the collar of the rear end part of the preceding lining pipe by inserting a plurality of lining pipes with elastic rings for sealing continuously on the outer periphery. A lining pipe water-stop structure in which the elastic ring at the front end of the lining pipe is closely attached to the inner wall surface of the collar of the preceding lining pipe and is sequentially connected in the axial direction to form the lining of the underground pipe line. ,
The lining pipe main body is formed by combining joint surfaces of a plurality of divided pipe bodies divided in the circumferential direction,
The collar is formed in advance by providing a divided collar member corresponding to each divided tubular body in each divided tubular body, and joining the end portions of each divided collar member when combining the divided tubular bodies,
The elastic ring is provided in advance with a split ring member corresponding to each split pipe body in each split pipe body, and is provided with a fitting portion for joining at the end of each split ring member. The split ring members are joined and formed by fitting and bonding the fitting portions.

本発明によれば、各分割管体に対応した分割リング部材を各分割管体に予め設けることにより、工場等において分割リング部材を予め取り付けておくことで、現地では分割リング部材の端部同士を接合するだけでよく、現地において弾性リングの取付に要する養生時間を大幅に短縮することができ、組み立てた覆工管の仮置きスペースが確保できないような狭小な立坑用地においても、覆工管の組み立て時間が施工サイクルに影響を及ぼすことがなく、施工期間の短縮化及び工費の削減が可能となる。   According to the present invention, by providing a split ring member corresponding to each split pipe body in advance in each split pipe body, by attaching the split ring member in advance in a factory or the like, the ends of the split ring members are locally connected to each other. It is only necessary to join the lining pipe, and the curing time required for mounting the elastic ring can be greatly shortened. Even in a small shaft site where temporary space for the assembled lining pipe cannot be secured, the lining pipe Assembling time does not affect the construction cycle, and the construction period can be shortened and the construction cost can be reduced.

また、各分割リング部材の端部に接合用の嵌合部を設け、この嵌合部同士を嵌合して接着することで、この接合端部に、例えば推進工法で推進時における変形力が加わったとしても、各分割リング部材の端部における止水性を確実なものとすることができる。   In addition, by providing a fitting portion for joining at the end of each split ring member and fitting and bonding the fitting portions together, the deforming force during propulsion by, for example, a propulsion method is applied to the joint end. Even if it adds, the water stop at the edge part of each division | segmentation ring member can be ensured.

本発明のの覆工管の止水構造は、覆工管本体の後端部外周縁に後方に突出する継手用のカラーを周方向に連続して設けると共に、前端部外周にシール用の弾性リングを周方向に連続して設けた複数の覆工管を、先行の覆工管の後端部のカラー内に後行の覆工管の前端部を差し込み、後行の覆工管前端部の弾性リングを先行の覆工管のカラー内壁面に密着させて軸方向に順次接続して地中管路の覆工を形成する覆工管の止水構造であって、
前記覆工管本体は、周方向に分割された複数の分割管体の接合面同士を組み合わせて形成され、
前記分割管体は、前記接合面の軸方向にわたってその両端部がそれぞれ前記弾性リングとカラーに密着し得るようにシール材を設けると共に、前記接合面の両端部に前記シール材の端部と弾性リングまたはカラーとにまたがって止水材を塗布して組合せ接合され、
前記カラーは、各分割管体に対応した分割カラー部材を前記各分割管体に予め設け、前記分割管体の組み合わせ時に各分割カラー部材の端部同士を接合して形成され、
前記弾性リングは、各分割管体に対応した分割リング部材を前記各分割管体に予め設けると共に、各分割リング部材の端部に接合用の嵌合部を設け、前記分割管体の組み合わせ時に各分割リング部材の嵌合部同士を嵌合して接着することで接合形成されることを特徴とする。
The other water stop structure of the lining pipe of the present invention is provided with a joint collar continuously projecting in the circumferential direction on the outer peripheral edge of the rear end of the lining pipe main body, and for sealing on the outer periphery of the front end. Insert the front end of the succeeding lining pipe into the collar at the rear end of the preceding lining pipe, and insert the front end of the succeeding lining pipe into the collar of the trailing end of the preceding lining pipe. A waterproof structure of the lining pipe that forms an lining of the underground pipe by connecting the elastic ring of the part closely to the inner wall surface of the collar of the preceding lining pipe and sequentially connecting in the axial direction,
The lining pipe main body is formed by combining joint surfaces of a plurality of divided pipe bodies divided in the circumferential direction,
The split tube body is provided with a sealing material so that both end portions thereof can be in close contact with the elastic ring and the collar over the axial direction of the joint surface, and the end portions of the seal material are elastically formed at both end portions of the joint surface. Applying a waterstop across the ring or collar
The collar is formed in advance by providing a divided collar member corresponding to each divided tubular body in each divided tubular body, and joining the end portions of each divided collar member when combining the divided tubular bodies,
The elastic ring is provided in advance with a split ring member corresponding to each split pipe body in each split pipe body, and is provided with a fitting portion for joining at the end of each split ring member. The split ring members are joined and formed by fitting and bonding the fitting portions.

本発明によれば、各分割管体に対応した分割リング部材を各分割管体に予め設けることにより、工場等において分割リング部材を予め取り付けておくことで、現地では分割リング部材の端部同士を接合するだけでよく、現地において弾性リングの取付に要する養生時間を大幅に短縮することができ、組み立てた覆工管の仮置きスペースが確保できないような狭小な立坑用地においても、覆工管の組み立て時間が施工サイクルに影響を及ぼすことがなく、施工期間の短縮化及び工費の削減が可能となる。   According to the present invention, by providing a split ring member corresponding to each split pipe body in advance in each split pipe body, by attaching the split ring member in advance in a factory or the like, the ends of the split ring members are locally connected to each other. It is only necessary to join the lining pipe, and the curing time required for mounting the elastic ring can be greatly shortened. Even in a small shaft site where temporary space for the assembled lining pipe cannot be secured, the lining pipe Assembling time does not affect the construction cycle, and the construction period can be shortened and the construction cost can be reduced.

また、各分割リング部材の端部に接合用の嵌合部を設け、この嵌合部同士を嵌合して接着することで、この接合端部に、例えば推進工法で推進時における変形力が加わったとしても、各分割リング部材の端部における止水性を確実なものとすることができる。   In addition, by providing a fitting portion for joining at the end of each split ring member and fitting and bonding the fitting portions together, the deforming force during propulsion by, for example, a propulsion method is applied to the joint end. Even if it adds, the water stop at the edge part of each division | segmentation ring member can be ensured.

また、シール材の両端部がそれぞれ弾性リングとカラーに密着し得るようにシール材を接合面の両端部にシール材の端部と弾性リングまたはカラーとにまたがって止水材を塗布して組合せ接合することで、覆工管を一体化するための接合面の両端部での水密性を確実に向上させることができる。   In addition, the sealing material is applied to both ends of the joint surface by applying a water-stopping material across the end of the sealing material and the elastic ring or collar so that both ends of the sealing material can be in close contact with the elastic ring and the collar, respectively. By joining, the water-tightness in the both ends of the joining surface for integrating a lining pipe can be improved reliably.

本発明の覆工管の止水方法は、周方向に分割した複数の分割管体の接合面同士を組み合わせて形成した覆工管本体の後端部外周縁に後方に突出する継手用のカラーを周方向に連続して設けると共に、前端部外周にシール用の弾性リングを周方向に連続して設けた複数の覆工管を、先行の覆工管の後端部のカラー内に後行の覆工管の前端部を差し込み、後行の覆工管前端部の弾性リングを先行の覆工管のカラー内壁面に密着させて軸方向に順次接続して、地盤中に地中管路の覆工を形成する覆工管の止水方法であって、
前記カラーを構成する各分割管体に対応した分割カラー部材を前記各分割管体に予め設ける工程と、
前記弾性リングを構成する各分割管体に対応した分割リング部材を前記各分割管体に予め設けると共に、各分割リング部材の端部に形成した接合用の嵌合部を予め形成する工程と、
前記分割管体の組み合わせ時に各分割カラー部材の端部同士を接合してカラーを形成する工程と、
前記分割管体の組み合わせ時に各分割リング部材の嵌合部同士を嵌合して接着することで弾性リングを形成する工程と、
を含むことを特徴とする。
The water sealing method for a lining pipe according to the present invention is a collar for a joint that protrudes rearward at the outer peripheral edge of the rear end of the lining pipe body formed by combining the joint surfaces of a plurality of divided pipe bodies divided in the circumferential direction. Are continuously provided in the circumferential direction, and a plurality of lining pipes having a sealing elastic ring continuously provided in the circumferential direction on the outer periphery of the front end portion are provided in the collar at the rear end portion of the preceding lining pipe. Insert the front end of the lining pipe and connect the elastic ring at the front end of the following lining pipe in close contact with the inner wall surface of the collar of the preceding lining pipe in order to connect them in the axial direction. A method of water-stopping a lining pipe that forms a lining of
A step of previously providing each divided tube with a divided collar member corresponding to each divided tube constituting the collar;
A step of previously forming a split ring member corresponding to each split tube constituting the elastic ring in each split tube, and forming a fitting portion for joining formed at an end of each split ring member;
Forming a collar by joining the ends of each divided collar member when combining the divided tubes; and
A step of forming an elastic ring by fitting and bonding the fitting portions of each divided ring member when combining the divided tubes; and
It is characterized by including.

本発明によれば、各分割管体に対応した分割リング部材を各分割管体に予め設けることにより、工場等において分割リング部材を予め取り付けておくことで、現地では分割リング部材の端部同士を接合するだけでよく、現地において弾性リングの取付に要する養生時間を大幅に短縮することができ、組み立てた覆工管の仮置きスペースが確保できないような狭小な立坑用地においても、覆工管の組み立て時間が施工サイクルに影響を及ぼすことがなく、施工期間の短縮化及び工費の削減が可能となる。   According to the present invention, by providing a split ring member corresponding to each split pipe body in advance in each split pipe body, by attaching the split ring member in advance in a factory or the like, the ends of the split ring members are locally connected to each other. It is only necessary to join the lining pipe, and the curing time required for mounting the elastic ring can be greatly shortened. Even in a small shaft site where temporary space for the assembled lining pipe cannot be secured, the lining pipe Assembling time does not affect the construction cycle, and the construction period can be shortened and the construction cost can be reduced.

また、各分割リング部材の端部に接合用の嵌合部を設け、この嵌合部同士を嵌合して接着することで、この接合端部に、例えば推進工法で推進時における変形力が加わったとしても、各分割リング部材の端部における止水性を確実なものとすることができる。   In addition, by providing a fitting portion for joining at the end of each split ring member and fitting and bonding the fitting portions together, the deforming force during propulsion by, for example, a propulsion method is applied to the joint end. Even if it adds, the water stop at the edge part of each division | segmentation ring member can be ensured.

本発明においては、前記分割管体の接合時に、前記各接合面の軸方向にわたってその両端部をそれぞれ前記分割リング部材と分割カラー部材に密着させてシール材を設けると共に、前記接合面の両端部にシール材の端部と分割リング部材または分割カラー部材とにまたがって止水材を塗布して前記分割管体同士を接合する工程と、
を含むようにすることができる。
In the present invention, at the time of joining the divided pipe bodies, both end portions thereof are provided in close contact with the divided ring member and the divided collar member along the axial direction of the respective joint surfaces, and both end portions of the joint surfaces are provided. Applying the water-stopping material across the end of the sealing material and the split ring member or the split collar member to join the split pipes together;
Can be included.

このような構成とすることにより、シール材の両端部をそれぞれ弾性リングとカラーに密着させてシール材を設けると共に、接合面の両端部にシール材の端部と分割リング部材または分割カラー部材とにまたがって止水材を塗布して組合せ接合することで、覆工管を一体化するための接合面の両端部での水密性を確実に向上させることができる。   By adopting such a configuration, both ends of the sealing material are provided in close contact with the elastic ring and the collar, respectively, and the sealing material is provided at both ends of the joining surface, and the end of the sealing material and the split ring member or the split collar member are provided. By applying a water-stopping material across and joining them together, the watertightness at both ends of the joint surface for integrating the lining pipe can be reliably improved.

以下、本発明の実施の形態について、図面を参照して詳細に説明する。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

図1〜図7は、本発明の一実施の形態にかかる覆工管の止水構造を示す図である。   FIGS. 1-7 is a figure which shows the water stop structure of the lining pipe concerning one Embodiment of this invention.

図1は、本実施の形態における覆工管の一例としての推進管の分解斜視図で、この推進管10は、複数の推進管10を軸方向に順次接続しつつ、地盤中に押し込んで地中管路の覆工を形成するもので、軸方向に所定の長さに形成された円筒状の推進管本体12の後端部に継手用のカラー14、前端部にシール用の弾性リング16が設けられている。   FIG. 1 is an exploded perspective view of a propulsion pipe as an example of a lining pipe in the present embodiment. This propulsion pipe 10 is pushed into the ground by sequentially connecting a plurality of propulsion pipes 10 in the axial direction. A cover for the middle pipe line is formed. A cylindrical collar 14 having a predetermined length in the axial direction has a joint collar 14 at the rear end portion and a seal elastic ring 16 at the front end portion. Is provided.

推進管本体12は、コンクリート製のもので、周方向に分割された半円筒状の2つの分割管体18の接合面20同士を組み合わせて形成されるようになっている。   The propulsion pipe main body 12 is made of concrete, and is formed by combining the joint surfaces 20 of two semi-cylindrical divided pipe bodies 18 divided in the circumferential direction.

各接合面20には、軸方向にわたってシール溝23(図3参照)が形成され、このシール溝内にシール材21が設けられるようになっている。   Each joint surface 20 is formed with a seal groove 23 (see FIG. 3) in the axial direction, and a seal material 21 is provided in the seal groove.

また、各分割管体18の接合面20付近には、軸方向に沿って所定間隔で接合金具22が取り付けられ、この接合金具22によって各分割管体18緊締、結合しうるようになっている。   Further, a joining fitting 22 is attached at a predetermined interval along the axial direction in the vicinity of the joining surface 20 of each divided tubular body 18, and each divided tubular body 18 can be tightened and joined by this joining fitting 22. .

カラー14は、鋼製のもので、推進管本体12の後端部外周縁に後方に突出した状態で、周方向に連続して設けられるようになっている。   The collar 14 is made of steel, and is continuously provided in the circumferential direction in a state of protruding rearward from the outer peripheral edge of the rear end portion of the propelling tube main body 12.

具体的には、カラー14は、各分割管体18に対応した2つの半割状態の分割カラー部材24を各分割管体18に予め取り付け、分割管体18の組み合わせ接合時に各分割カラー部材24の端部同士を溶接等により接合して管状に一体化するようにしている。   Specifically, in the collar 14, two divided collar members 24 corresponding to each divided tube body 18 are attached in advance to each divided tube body 18, and each divided color member 24 is combined when the divided tube bodies 18 are joined together. These end portions are joined together by welding or the like so as to be integrated into a tubular shape.

また、分割カラー部材24を取り付ける各分割管体18側には、図3にも示すように、周方向にわたって水膨張ゴム26が取り付けられ、各分割管体18と分割カラー部材24との間の止水性を確保するようにしている。   Further, as shown in FIG. 3, a water expansion rubber 26 is attached in the circumferential direction on each divided tube 18 side to which the divided collar member 24 is attached, and between each divided tube 18 and the divided collar member 24. The water stopping property is ensured.

弾性リング16は、ゴム製のもので、推進管本体12の前端部外周に周方向に連続して2本設けられるようになっている。   The elastic ring 16 is made of rubber, and two elastic rings 16 are provided continuously in the circumferential direction on the outer periphery of the front end portion of the propulsion tube main body 12.

具体的には、各弾性リング16は、各分割管体に対応した2つの分割リング部材28を各分割管体18に予め接着材により取り付け、各分割管体18の組み合わせ接合時に各分割リング28の端部同士を接着することで接合形成されるようになっている。   Specifically, each elastic ring 16 has two divided ring members 28 corresponding to the divided tube bodies attached to the divided tube bodies 18 with an adhesive in advance, and each divided ring 28 is combined when the divided tube bodies 18 are joined together. These end portions are bonded together to form a joint.

また、各分割リング部材28は、図4〜図7に示すように、4つのシール用突片30を有するものとされ、その端部には、接合用の嵌合部が形成され、各分割リング部材28の嵌合部同士を嵌合して接着材にて接着するようにしている。   Each split ring member 28 has four sealing protrusions 30 as shown in FIGS. 4 to 7, and a fitting portion for joining is formed at the end of each split ring member 28. The fitting portions of the ring member 28 are fitted to each other and bonded with an adhesive.

この嵌合部は、例えば、図2、図4では、一方の分割リング部材28の端部に板状の挿入用突片32を形成し、他方の分割リング部材28の端部にはこの挿入用突片32を受け入れる挿入用凹部34を形成し、これら挿入用突片32及び挿入用凹部34に接着材を塗布し、挿入用凹部34内に挿入用突片32を挿入して接合するようにしている。   For example, in FIG. 2 and FIG. 4, this fitting portion is formed with a plate-like insertion protrusion 32 at the end of one split ring member 28, and this insertion at the end of the other split ring member 28. An insertion recess 34 for receiving the insertion protrusion 32 is formed, an adhesive is applied to the insertion protrusion 32 and the insertion recess 34, and the insertion protrusion 32 is inserted and joined into the insertion recess 34. I have to.

また、図5では、一方の分割リング部材28の端部に両側の2つのシール用突片30側を切除して中央のシール用突片30部分を突出させた挿入用突片36を形成し、他方の分割リング部材28の端部には中央のシール用突片30部分を切除した挿入用凹部38を形成し、これら挿入用突片36及び挿入用凹部38に接着材を塗布し、挿入用凹部38内に挿入用突片36を挿入して接合するようにしている。   Further, in FIG. 5, an insertion projecting piece 36 is formed at the end of one split ring member 28 by cutting off the two sealing projecting piece 30 sides on both sides and projecting the central sealing projecting piece 30 portion. The other split ring member 28 has an insertion recess 38 formed by cutting away the central seal projection piece 30, and an adhesive is applied to the insertion projection piece 36 and the insertion recess 38. The insertion protrusions 36 are inserted into the recesses 38 for joining.

さらに、図6では、双方の分割リング部材28の端部に板状の挿入部材40を受け入れる挿入用凹部42を形成し、これら挿入部材40及び挿入用凹部42に接着材を塗布し、各挿入用凹部42内に挿入部材40を挿入して接合するようにしている。   Further, in FIG. 6, insertion concave portions 42 for receiving the plate-like insertion members 40 are formed at the end portions of both split ring members 28, and an adhesive is applied to the insertion members 40 and the insertion concave portions 42. The insertion member 40 is inserted into the concave portion 42 for joining.

そしてさらに、図7では、双方の分割リング部材28の端部に中央のシール用突片30側を切除し、両側のシール用突片を残して挿入用凹部44を形成し、中央のシール用突片30部分に相当する挿入部材46を形成し、これら挿入用凹部44及び挿入部材46に接着材を塗布し、挿入用凹部44内に挿入部材46を挿入して接合するようにしている。   Further, in FIG. 7, the center sealing protrusion 30 side is cut off at the ends of both split ring members 28, and the insertion recess 44 is formed leaving the sealing protrusions on both sides. An insertion member 46 corresponding to the projecting piece 30 is formed, an adhesive is applied to the insertion recess 44 and the insertion member 46, and the insertion member 46 is inserted into and joined to the insertion recess 44.

また、各分割管体18の接合面20においては、図3にも示すように、シール材21の両端部を分割カラー部材24側の水膨張ゴム26及び弾性リング16に当接させると共に、接合部20の両端部にシール材21と分割リング部材28または分割カラー部材24とにまたがって止水材48を塗布して接合することで、接合面20の両端部での水密性を向上させるようにしている。   In addition, as shown in FIG. 3, both the end portions of the sealing material 21 are brought into contact with the water expansion rubber 26 and the elastic ring 16 on the side of the divided collar member 24 on the joining surface 20 of each divided tubular body 18. By applying a water-stopping material 48 across the sealing material 21 and the split ring member 28 or the split collar member 24 at both ends of the portion 20 and joining them, the water tightness at both ends of the joint surface 20 is improved. I have to.

次に、このような推進管の止水方法について説明する。   Next, the water stop method for such a propulsion pipe will be described.

まず、工場において、推進管本体12を構成する周方向に分割された半円筒状の2つのコンクリート製の分割管体18を形成する。   First, in a factory, two semi-cylindrical divided pipe bodies 18 made of concrete divided in the circumferential direction constituting the propelling pipe main body 12 are formed.

また、この場合、カラー14を構成する各分割管体18に対応した鋼製の分割カラー部材24を各分割管体18の後端部外周縁に後方に突出する状態で、周方向に連続して予め工場で取り付ける。   Further, in this case, the steel divided collar members 24 corresponding to the divided tube bodies 18 constituting the collar 14 are continuously extended in the circumferential direction in a state of projecting rearward at the outer peripheral edge of the rear end portion of the divided tube bodies 18. Install in advance at the factory.

この時、分割管体18と分割カラー部材24との間を水膨張ゴム26にて止水しておく。   At this time, the water between the divided tubular body 18 and the divided collar member 24 is stopped by the water expansion rubber 26.

さらに、弾性リング16を構成する各分割管体18に対応した分割リング部材28を各分割管体18に予め工場にて取り付ける。   Further, a split ring member 28 corresponding to each split tube 18 constituting the elastic ring 16 is attached to each split tube 18 in advance at the factory.

各分割リング部材28の端部には接合用の嵌合部を予め形成しておく。   A fitting portion for joining is formed in advance at the end of each split ring member 28.

この状態で、工場から施工現場へと分割管体18を輸送する。   In this state, the divided pipe body 18 is transported from the factory to the construction site.

この場合、推進管10は、分割した状態で輸送されるため、道路交通法による高さ制限にかかわらず大口径の推進管10を容易に輸送することができる。   In this case, since the propulsion pipe 10 is transported in a divided state, the large-diameter propulsion pipe 10 can be easily transported regardless of the height restriction by the Road Traffic Law.

また、工場等において分割リング部材28を予め取り付けておくことで、現地では分割リング部材28の端部同士を接合するだけでよく、現地において弾性リング16の取付に要する養生時間を大幅に短縮することができ、組み立てた推進管10の仮置きスペースが確保できないような狭小な立坑用地においても、推進管10の組み立て時間が施工サイクルに影響を及ぼすことがなく、施工期間の短縮化及び工費の削減が可能となる。   Further, by attaching the split ring member 28 in advance in a factory or the like, it is only necessary to join the ends of the split ring member 28 at the site, and the curing time required for mounting the elastic ring 16 at the site is greatly reduced. Even in a narrow shaft site where temporary space for the assembled propelling pipe 10 cannot be secured, the assembling time of the propelling pipe 10 does not affect the construction cycle, shortening the construction period and reducing the construction cost. Reduction is possible.

次に、現地において分割管体18の接合を行うのであるが、この分割管体18の接合時に、各接合面20の軸方向にわたるシール溝23内に両端を分割リング部材28と分割カラー部材24に密着させた状態でシール材21を設ける。   Next, the divided pipe body 18 is joined on site. When the divided pipe body 18 is joined, the divided ring member 28 and the divided collar member 24 are connected at both ends into the seal groove 23 extending in the axial direction of each joint surface 20. The sealing material 21 is provided in a state of being in close contact with.

この状態で、接合面20の両端部にシール材21の端部と分割リング部材28または分割カラー部材24とにまたがって止水材48を塗布して、分割管体18同士を接合治具22にて接合する。   In this state, a water stop material 48 is applied to both ends of the joining surface 20 across the end of the sealing material 21 and the split ring member 28 or the split collar member 24, and the split tube bodies 18 are joined to each other with the joining jig 22. Join with.

このように、接合面20の両端部にシール材21の端部と分割リング部材28または分割カラー部材24とにまたがって止水材48を塗布して接合することで、推進管10を一体化するための接合面20の両端部での水密性を向上させることができる。   In this way, the propelling pipe 10 is integrated by applying and joining the water stop material 48 across the end of the sealing material 21 and the split ring member 28 or the split collar member 24 at both ends of the joint surface 20. Therefore, it is possible to improve the water tightness at both ends of the joining surface 20.

そして、各分割カラー部材24の端部同士を溶接等により接合して連続したカラー14を形成する。   Then, the end portions of the divided collar members 24 are joined together by welding or the like to form a continuous collar 14.

また、各分割リング部材28の嵌合部同士を嵌合して接着材により接着することで、連続した弾性リング16を形成する。   Moreover, the continuous elastic ring 16 is formed by fitting the fitting parts of each division | segmentation ring member 28, and adhere | attaching with an adhesive material.

このように、各分割リング部材28の端部に接合用の嵌合部を設け、この嵌合部同士を嵌合して接着することで、この接合端部に推進時における変形力が加わったとしても、各分割リング部材28の端部における止水性を確実なものとすることができる。   In this way, by providing a fitting portion for joining at the end of each split ring member 28 and fitting and bonding the fitting portions together, deformation force during propulsion is applied to the joined end portion. Even in this case, the water stoppage at the end of each split ring member 28 can be ensured.

本発明は、前記実施の形態に限定されるものではなく、本発明の要旨の範囲内において種々の形態に変形可能である。   The present invention is not limited to the above-described embodiment, and can be modified into various forms within the scope of the gist of the present invention.

例えば、前記実施の形態では、覆工管として推進管を示しているが、この例に限らず、例えば開削工法における管路形成用の管体としても良い。   For example, in the above-described embodiment, the propulsion pipe is shown as the lining pipe, but the invention is not limited to this example.

また、推進管は円筒形状のものとされているが、この例に限定されるものではなく、角筒形状その他の形状の推進管にも適用できるものである。   Further, the propulsion tube has a cylindrical shape, but is not limited to this example, and can also be applied to a propelling tube having a rectangular tube shape or the like.

さらに、推進管の分割数は、2分割に限らず、3分割以上とすることも可能である。   Further, the number of divisions of the propulsion pipe is not limited to two divisions, and can be three or more divisions.

そしてさらに、推進管本体はコンクリート製に限らず、鋼製その他のものを採用することも可能である。   Furthermore, the propulsion pipe body is not limited to concrete, but can be made of steel or the like.

本発明の一実施の形態にかかる推進管の分解斜視図である。It is a disassembled perspective view of the propulsion pipe concerning one embodiment of the present invention. 本実施の形態にかかる分割リング部材の接続状態を示す部分断面図である。It is a fragmentary sectional view which shows the connection state of the division | segmentation ring member concerning this Embodiment. 本実施の形態にかかる分割管体の接合面の状態を示す部分拡大図である。It is the elements on larger scale which show the state of the joint surface of the division | segmentation pipe body concerning this Embodiment. 分割リング部材の端部の嵌合部の一例を示す斜視図である。It is a perspective view which shows an example of the fitting part of the edge part of a division | segmentation ring member. 分割リング部材の端部の嵌合部の他の例を示す斜視図である。It is a perspective view which shows the other example of the fitting part of the edge part of a division | segmentation ring member. 分割リング部材の端部の嵌合部のさらに他の例を示す斜視図である。It is a perspective view which shows the further another example of the fitting part of the edge part of a division | segmentation ring member. 分割リング部材の端部の嵌合部のさらに他の例を示す斜視図である。It is a perspective view which shows the further another example of the fitting part of the edge part of a division | segmentation ring member.

符号の説明Explanation of symbols

10 推進管
12 推進管本体
14 カラー
16 弾性リング
18 分割管体
20 接合面
21 シール材
24 分割カラー部材
28 分割リング部材
30 シール用突片
32、36 挿入用突片
34、38、42、44 挿入用凹部
40、46 挿入部材
48 止水材
DESCRIPTION OF SYMBOLS 10 Propulsion pipe 12 Propulsion pipe main body 14 Collar 16 Elastic ring 18 Divided tube body 20 Joint surface 21 Seal material 24 Divided collar member 28 Divided ring member 30 Sealing protrusions 32, 36 Insertion protrusions 34, 38, 42, 44 Insertion Recess 40, 46 Insertion member 48 Water stop material

Claims (4)

覆工管本体の後端部外周縁に後方に突出する継手用のカラーを周方向に連続して設けると共に、前端部外周にシール用の弾性リングを周方向に連続して設けた複数の覆工管を、先行の覆工管の後端部のカラー内に後行の覆工管の前端部を差し込み、後行の覆工管前端部の弾性リングを先行の覆工管のカラー内壁面に密着させて軸方向に順次接続して地中管路の覆工を形成する覆工管の止水構造であって、
前記覆工管本体は、周方向に分割された複数の分割管体の接合面同士を組み合わせて形成され、
前記カラーは、各分割管体に対応した分割カラー部材を前記各分割管体に予め設け、前記分割管体の組み合わせ時に各分割カラー部材の端部同士を接合して形成され、
前記弾性リングは、各分割管体に対応した分割リング部材を前記各分割管体に予め設けると共に、各分割リング部材の端部に接合用の嵌合部を設け、前記分割管体の組み合わせ時に各分割リング部材の嵌合部同士を嵌合して接着することで接合形成されることを特徴とする覆工管の止水構造。
A plurality of coverings are provided in the outer peripheral edge of the rear end portion of the lining pipe main body with joint collars protruding rearward in the circumferential direction, and an elastic ring for sealing on the outer periphery of the front end portion in the circumferential direction. Insert the front end of the succeeding lining pipe into the collar at the rear end of the preceding lining pipe, and insert the elastic ring at the front end of the succeeding lining pipe into the collar inner wall surface of the preceding lining pipe. It is a water stop structure of a lining pipe that forms a lining of an underground pipe line by sequentially connecting in the axial direction and making a lining of the underground pipe,
The lining pipe main body is formed by combining joint surfaces of a plurality of divided pipe bodies divided in the circumferential direction,
The collar is formed in advance by providing a divided collar member corresponding to each divided tubular body in each divided tubular body, and joining the end portions of each divided collar member when combining the divided tubular bodies,
The elastic ring is provided in advance with a split ring member corresponding to each split pipe body in each split pipe body, and is provided with a fitting portion for joining at the end of each split ring member. A waterstop structure for a lining pipe, which is formed by fitting and fitting the fitting portions of each split ring member together.
覆工管本体の後端部外周縁に後方に突出する継手用のカラーを周方向に連続して設けると共に、前端部外周にシール用の弾性リングを周方向に連続して設けた複数の覆工管を、先行の覆工管の後端部のカラー内に後行の覆工管の前端部を差し込み、後行の覆工管前端部の弾性リングを先行の覆工管のカラー内壁面に密着させて軸方向に順次接続して地中管路の覆工を形成する覆工管の止水構造であって、
前記覆工管本体は、周方向に分割された複数の分割管体の接合面同士を組み合わせて形成され、
前記分割管体は、前記接合面の軸方向にわたってその両端部がそれぞれ前記弾性リングとカラーに密着し得るようにシール材を設けると共に、前記接合面の両端部に前記シール材の端部と弾性リングまたはカラーとにまたがって止水材を塗布して組合せ接合され、
前記カラーは、各分割管体に対応した分割カラー部材を前記各分割管体に予め設け、前記分割管体の組み合わせ時に各分割カラー部材の端部同士を接合して形成され、
前記弾性リングは、各分割管体に対応した分割リング部材を前記各分割管体に予め設けると共に、各分割リング部材の端部に接合用の嵌合部を設け、前記分割管体の組み合わせ時に各分割リング部材の嵌合部同士を嵌合して接着することで接合形成されることを特徴とする覆工管の止水構造。
A plurality of coverings are provided in the outer peripheral edge of the rear end portion of the lining pipe main body with joint collars protruding rearward in the circumferential direction, and an elastic ring for sealing on the outer periphery of the front end portion in the circumferential direction. Insert the front end of the succeeding lining pipe into the collar at the rear end of the preceding lining pipe, and insert the elastic ring at the front end of the succeeding lining pipe into the collar inner wall surface of the preceding lining pipe. It is a water stop structure of a lining pipe that forms a lining of an underground pipe line by sequentially connecting in the axial direction and making a lining of the underground pipe,
The lining pipe main body is formed by combining joint surfaces of a plurality of divided pipe bodies divided in the circumferential direction,
The split tube body is provided with a sealing material so that both end portions thereof can be in close contact with the elastic ring and the collar over the axial direction of the joint surface, and the end portions of the seal material are elastically formed at both end portions of the joint surface. Applying a waterstop across the ring or collar
The collar is formed in advance by providing a divided collar member corresponding to each divided tubular body in each divided tubular body, and joining the end portions of each divided collar member when combining the divided tubular bodies,
The elastic ring is provided in advance with a split ring member corresponding to each split pipe body in each split pipe body, and is provided with a fitting portion for joining at the end of each split ring member. A waterstop structure for a lining pipe, which is formed by fitting and fitting the fitting portions of each split ring member together.
周方向に分割した複数の分割管体の接合面同士を組み合わせて形成した覆工管本体の後端部外周縁に後方に突出する継手用のカラーを周方向に連続して設けると共に、前端部外周にシール用の弾性リングを周方向に連続して設けた複数の覆工管を、先行の覆工管の後端部のカラー内に後行の覆工管の前端部を差し込み、後行の覆工管前端部の弾性リングを先行の覆工管のカラー内壁面に密着させて軸方向に順次接続して、地盤中に地中管路の覆工を形成する覆工管の止水方法であって、
前記カラーを構成する各分割管体に対応した分割カラー部材を前記各分割管体に予め設ける工程と、
前記弾性リングを構成する各分割管体に対応した分割リング部材を前記各分割管体に予め設けると共に、各分割リング部材の端部に形成した接合用の嵌合部を予め形成する工程と、
前記分割管体の組み合わせ時に各分割カラー部材の端部同士を接合してカラーを形成する工程と、
前記分割管体の組み合わせ時に各分割リング部材の嵌合部同士を嵌合して接着することで弾性リングを形成する工程と、
を含むことを特徴とする覆工管の止水方法。
A collar for a joint projecting rearward is provided on the outer peripheral edge of the rear end portion of the lining pipe body formed by combining the joint surfaces of a plurality of divided pipe bodies divided in the circumferential direction, and the front end portion Insert the front end part of the succeeding lining pipe into the collar of the rear end part of the preceding lining pipe by inserting a plurality of lining pipes with elastic rings for sealing continuously on the outer periphery. The lining pipe's water stop is formed by connecting the elastic ring at the front end of the lining pipe in close contact with the collar inner wall surface of the preceding lining pipe in the axial direction to form the lining of the underground pipe line in the ground. A method,
A step of previously providing each divided tube with a divided collar member corresponding to each divided tube constituting the collar;
A step of previously forming a split ring member corresponding to each split tube constituting the elastic ring in each split tube, and forming a fitting portion for joining formed at an end of each split ring member;
Forming a collar by joining the ends of each divided collar member when combining the divided tubes; and
A step of forming an elastic ring by fitting and bonding the fitting portions of each divided ring member when combining the divided tubes; and
A method for water-stopping a lining pipe, characterized by comprising:
請求項において、
前記分割管体の接合時に、前記各接合面の軸方向にわたってその両端部をそれぞれ前記分割リング部材と分割カラー部材に密着させてシール材を設けると共に、前記接合面の両端部にシール材の端部と分割リング部材または分割カラー部材とにまたがって止水材を塗布して前記分割管体同士を接合する工程と、
を含むことを特徴とする覆工管の止水方法。
In claim 3 ,
At the time of joining of the divided pipe bodies, both end portions of the joining surfaces in the axial direction are brought into close contact with the dividing ring member and the divided collar member, respectively, and a sealing material is provided, and ends of the sealing material are provided at both ends of the joining surface. Applying the water-stopping material across the part and the split ring member or the split collar member to join the split pipes together;
A method for water-stopping a lining pipe, characterized by comprising:
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160126670A (en) * 2015-04-24 2016-11-02 에스케이이노베이션 주식회사 Rolling machine for electrode sheet of battery

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CN109973105A (en) * 2019-03-18 2019-07-05 上海隧道工程有限公司 Independent split type push-bench

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Publication number Priority date Publication date Assignee Title
JPH0278888U (en) * 1988-12-07 1990-06-18
JP2004183289A (en) * 2002-12-02 2004-07-02 Sumitomo Mitsui Construction Co Ltd Pipe jacking method and connecting structure of pipe therefor

Patent Citations (2)

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Publication number Priority date Publication date Assignee Title
JPH0278888U (en) * 1988-12-07 1990-06-18
JP2004183289A (en) * 2002-12-02 2004-07-02 Sumitomo Mitsui Construction Co Ltd Pipe jacking method and connecting structure of pipe therefor

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160126670A (en) * 2015-04-24 2016-11-02 에스케이이노베이션 주식회사 Rolling machine for electrode sheet of battery
KR102416856B1 (en) 2015-04-24 2022-07-05 에스케이온 주식회사 Rolling machine for electrode sheet of battery

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