JP3626720B2 - Repair method of the mounting pipe including the connection part with the sewer main - Google Patents

Repair method of the mounting pipe including the connection part with the sewer main Download PDF

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JP3626720B2
JP3626720B2 JP2001365665A JP2001365665A JP3626720B2 JP 3626720 B2 JP3626720 B2 JP 3626720B2 JP 2001365665 A JP2001365665 A JP 2001365665A JP 2001365665 A JP2001365665 A JP 2001365665A JP 3626720 B2 JP3626720 B2 JP 3626720B2
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sewer main
opening
pipe
mold
peripheral surface
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JP2003166284A (en
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政章 中浦
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総合開発工事株式会社
株式会社エスケイトレーディング
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Description

【0001】
【発明の属する技術分野】
本発明は、下水道本管との接続部位を含む取付管の補修方法に関する技術である。
【0002】
【従来の技術】
下水道本管に対し汚水を流下させるために各家屋から汚水溜桝を介して引き出されている取付管は、下水道本管との接合部位の側に種々の損傷が生じている例が多い。しかも、このような損傷は、下水道本管内への水や土砂などの流入を招きやすく、実際にその流入を招いてしまった場合には管渠機能が大きく損なわれてしまうことになる。
【0003】
また、下水道本管と取付管との接合部位には、損傷が発生して接合不良となり、これに起因して隙間や破損等も発生し、その程度の如何によっては重大な道路陥没事故をも引き起こすことになる。
【0004】
このため、下水道本管との接合部位を含む取付管側に種々の損傷が生じている場合には、従来より下水道本管と取付管との接合部位に位置する開口部周縁を下水道本管の側から鍔部で覆った上で、該鍔材と一体的となったライニング材を下水道本管側から取付管内へと送り込んで前記接合部位と取付管内とを覆って補修するライニング工法が採用されている。
【0005】
【発明が解決しようとする課題】
しかし、上記した従来からあるライニング工法による場合、下水道本管と取付管との接合部位の土中に予測を越えた空洞化が進んでいるときには、前記鍔材によっては確実、かつ、十分には塞ぐことができず、下水道本管内への水や土砂などの流入を効果的に阻止することできない不都合があった。
【0006】
また、前記鍔材で下水道本管側からその接合部を覆う場合には、下水道本管内に好ましくない段差を生じさせて下水の流れを阻害したり、管径を細径化する不具合もあった。
【0007】
本発明は、従来手法にみられた上記課題に鑑み、下水道本管と取付管との接合部位の土中に予測を越えた空洞化が進んでいてもこれを確実に塞ぐことができるほか、その補修後にあっても下水道本管内に好ましくない段差が生ずることのない下水道本管との接続部位を含む取付管の補修方法を提供することを目的とする。
【0008】
【課題を解決するための手段】
本発明は、上記目的を達成すべくなされたものであり、そのうちの第1の発明は、下水道本管に接続されている取付管に対し、先端部が袋状に閉止されているライニング材を家屋の汚水溜桝の側から流体圧により下水道本管方向に向けて反転挿入するライニング工程と、反転挿入されて下水道本管側に位置する取付管の開口部からライニング材の前記先端部を突出させた後、その突出部位を切除して先端開口部を形成する切除工程と、該先端開口部から挿入した袋体に気体を供給して膨出させることにより前記先端開口部を仮閉止する閉止工程と、取付管の開口部近傍に位置する下水道本管の内周面に透明な型枠を周回配置する型枠設置工程と、該型枠が備える通孔を介して補修用樹脂材を下水道本管の内周面側に注入する樹脂材注入工程と、補修用樹脂材の注入を終えて前記型枠と気体放出後の前記袋体とを取り除いた後に取付管の前記開口部を含む下水道本管の内周面の所要部位を研磨仕上げする研磨工程とを少なくとも含むことに構成上の特徴がある。
【0009】
また、第2の発明は、取付管における下水道本管内への突出管端部を切除する切除工程と、該突出管端部を切除した後に形成される取付管の開口部から挿入した袋体に気体を供給して膨出させることにより前記開口部を仮閉止する閉止工程と、取付管の前記開口部近傍に位置する下水道本管の内周面に透明な型枠を周回配置する型枠設置工程と、該型枠が備える通孔を介して補修用樹脂材を下水道本管の内周面側に注入する樹脂材注入工程と、補修用樹脂材の注入を終えて前記型枠と気体放出後の前記袋体とを取り除いた後に取付管の前記開口部を含む下水道本管の内周面の所要部位を研磨仕上げする研磨工程とを少なくとも含むことに構成上の特徴がある。
【0010】
【発明の実施の形態】
まず、第1の発明の一例を図1〜図3の工程説明図に基づいて説明すれば、綿密な現場調査のほか、これに基づく必要な事前の準備作業や予備作業を行った後、取付管21に対するライニング工程と、ライニング材31の一部に対する切除工程と、下水道本管11の内周面13に対する型枠設置工程と、ライニング後における取付管21の開口部22に対する閉止工程と、型枠39側からの樹脂材注入工程と、樹脂材注入後の研磨工程とを少なくとも経ることにより行われる。
【0011】
このうち、ライニング工程は、図1に示されているように、下水道本管11に接続されている取付管21に対し、先端部32が袋状に閉止されているライニング材31を個々の家屋(家庭)の汚水溜桝の側から圧縮空気を送り込むなどして得られる流体圧のもとで下水道本管11方向に向けて反転挿入することにより行われる。
【0012】
この場合、ライニング材31は、シームレスホースのように筒状に形成されている樹脂吸着材にエポキシ樹脂などの適宜の熱硬化性樹脂を含浸させることにより形成されており、反転誘導ロープ37による誘導制御のもとでその先端部32が下水道本管11側に位置する取付管21の開口部22から突出するに至るまで反転挿入されることになる。
【0013】
また、このようにして反転挿入された後のライニング材31は、内部空間33を介して配設されている温水循環ホース38から供給される温水により熱硬化性樹脂が硬化され、取付管21の内周面23にその長さ方向に沿わせて密着させたライニング層34が形成されることになる。
【0014】
ライニング材31の一部に対する切除工程は、反転挿入されて下水道本管11の接続口12側に位置する取付管21の開口部22から突出させたライニング材31の先端部32を切除して先端開口部35を形成するために行われる。
【0015】
この場合に行われるライニング材31の先端部32の切除は、図1に示されているようにあらかじめ下水道本管11内に配置されている切断ロボット1が備えている照明灯2のもとで図示しない搭載テレビカメラから得られる現場状況を外部で作業者がモニタリングしながら遠隔操作することにより、これに付設されている切断刃3を回転制御しながら先端部32に当接させることにより行われる。切断刃3によりライニング材31の先端部32が切除された後は、取付管21の開口部22と略同一位置にライニング材31の先端開口部35が形成されることになる。
【0016】
このようにして形成された先端開口部35に対して行われる閉止工程は、取付管21の開口部22と一体化されている先端開口部35内にゴムなどの伸縮性に富む部材からなる袋体36を挿入し、該袋体36内に空気などの気体を圧入してその路長方向に沿わせて膨出させることにより、取付管21の開口部22が先端開口部35ともども仮閉止されることになる。
【0017】
この場合、先端開口部35内への袋体36の挿入と空気の圧入作業とは、図2に示すように下水道本管11内に配置された樹脂注入ロボット5が備えている照明灯6のもとで図示しない搭載テレビカメラにより得られる現場状況を外部で作業者がモニタリングしながら、該樹脂注入ロボット5を遠隔操作することにより自動的に行われることになる。
【0018】
下水道本管11の内周面13に対する型枠設置工程は、取付管21の開口部22と接続されている下水道本管11の接続口12の近傍に位置する内周面13に図2に示すように型枠39を周回配置することにより行われる。
【0019】
この場合の型枠39の設置は、樹脂注入ロボット5を介して自動的に行われるものであるが、この際に用いられる型枠39は、該型枠39が備えるバンド材40を樹脂注入ロボット5が自動操作することにより拡径が自在となった円筒形状を呈する透明樹脂材により形成されており、その適宜の位置には、樹脂材を注入するための通孔41と、膨出した袋体36の一部を型枠39内に導くための導入口42とが形成されている。なお、先端開口部35に対して行われる閉止工閉止工程と上記型枠設置工程とについては、まず型枠39を設置してから先端開口部35を閉止する工程を経るのが望ましいが、必要によってはその逆の工程を経て行うものであってもよい。
【0020】
型枠39側からの樹脂材注入工程は、図2に示されているように下水道本管11の内周面13に周回配置されて位置固定された型枠39が備える通孔41から樹脂注入ロボット5が備える樹脂タンク7からノズル8を介して適宜成分の樹脂モルタルなどからなる補修用樹脂材45を下水道本管11の内周面13側に向けて注入することにより行われる。
【0021】
この場合における補修用樹脂材45の注入作業は、透明な型枠39を通して樹脂注入ロボット5から画像として得られ注入状況を作業者がモニタリングすることにより常に的確に掌握することができる。
【0022】
取付管21の開口部22と接続されている下水道本管11の接続口12近傍に位置する内周面13に対する型枠39を介しての補修用樹脂材45の必要な注入を終え他のとは、必要な養生時間を経て研磨工程へと移行する。
【0023】
研磨工程においては、まず、型枠39と気体放出後の袋体39とが樹脂注入ロボット5を介して取り除かれ、しかる後に取付管21の開口部22を含む下水道本管11の内周面13の所要部位を研磨仕上げすることにより行われる。
【0024】
この際に行われる研磨仕上げは、図3に示すように切断ロボット1が備えている照明灯2のもとで図示しない搭載テレビカメラから得られる現場状況を外部で作業者がモニタリングしながら遠隔操作することにより、これに付設されている切断刃3を回転制御しながら下水道本管11の内周面13に付着して硬化している余分な補修用樹脂材45を取り除いたり、無用な凹凸部を平坦化することにより行われる。
【0025】
このため、第1の発明によれば、図1に示すように汚水溜桝から下水道本管11へと至る取付管21にひび割れなどの欠損部24があってもその内周面23のすべてをライニング層34で覆うことにより、土を掘り返す開削作業を経てから補修を行うといった二度手間をかけることなく確実に補修することができる。
【0026】
また、下水道本管11の接続口12に対し取付管21の開口部22が確実に接続されず、図1に示すような空隙部14があったり、下水道本管11の接続口12の近傍にひび割れなどの欠損部15があっても、周回配置された型枠39を介して補修用樹脂材45を注入して空隙部14を塞いだり欠損部15を充填することにより、確実に補修することができる。
【0027】
さらに、下水道本管11と取付管21との接合部位の土中17に予測を越えた空洞化が進んでしまって大きな空洞部18が形成され、従来から行われているライニング工法が採用する遮蔽材としての鰐部では対処できなかった状況においても、これを確実に塞ぐことができるので、その補修後に下水道本管11内への水や土砂などの流入を効果的に阻止することできる。
【0028】
次に、第2の発明の一例を図4〜図7の工程説明図に基づいて説明すれば、綿密な現場調査のほか、これに基づく必要な事前の準備作業や予備作業を行った後、取付管突出部切除工程と、下水道本管11の内周面13に対する型枠設置工程と、切除後の取付管21の開口部22に対する閉止工程と、型枠39側からの樹脂材注入工程と、樹脂材注入後の研磨工程とを少なくとも経ることにより行われる。
【0029】
このうち、取付管突出部切除工程は、図4に示されているように下水道本管1125内へと突き出ている取付管21の突出管端部25に対し行われるものであり、該突出管端部25を切除することにより行われる。
【0030】
この場合、図4に示されているようにあらかじめ下水道本管11内に配置された切断ロボット1が備えている照明灯2のもとで図示しない搭載テレビカメラから得られる現場状況を外部で作業者がモニタリングしながら遠隔操作することにより、これに付設されている切断刃3を回転制御しながら突出管端部25に当接させることにより行われる。このため、突出管端部25が切除された後の取付管21の管端には、下水道本管11の側の破損部16をも含めて面高が整えられた開口部22が形成されることになる。
【0031】
切除後の取付管21の開口部22に対する閉止工程は、突出管端部25を切除した後の取付管21の開口部22内にゴムなどの伸縮性に富む部材からなる袋体36を挿入し、該袋体36内に空気などの気体を圧入してその路長方向に沿わせて膨出させて取付管21の開口部22を仮閉止することにより行われる。
【0032】
この場合、開口部22内への袋体36の挿入と空気の圧入作業とは、図5に示すように下水道本管11内に配置された樹脂注入ロボット5が備えている照明灯6のもとで図示しない搭載テレビカメラにより得られる現場状況を外部で作業者がモニタリングしながら、該樹脂注入ロボット5を遠隔操作することにより自動的に行われることになる。
【0033】
下水道本管11の内周面13に対する型枠配置工程は、取付管21の開口部22と接続されている下水道本管11の接続口12の近傍の内周面13に型枠39を周回配置したり、図5に示されているように必要に応じその流路方向での適宜長さにまで位置する内周面13に複数個の型枠39を連続させて周回配置するなどして行われる。
【0034】
この場合に行われる1個以上の型枠39の設置は、樹脂注入ロボット5を介して自動的に行われるものであるが、この際に用いられる型枠39は、該型枠39が備える操作バンド材40を樹脂注入ロボット5が自動操作することにより拡径が自在となった円筒形状を呈する透明樹脂材により形成されており、その適宜の位置には、樹脂材を注入するための通孔41と、膨出した袋体36の一部を型枠39内に導くための導入口42とが形成されている。なお、開口部22に対して行われる閉止工程と上記型枠設置工程とについては、まず型枠39を設置してから開口部22を閉止する工程を経るのが望ましいが、必要によってはその逆の工程を経て行うものであってもよい。
【0035】
型枠39側からの樹脂材注入工程は、下水道本管11の内周面13に周回配置されて位置固定された型枠39が備える通孔41から樹脂注入ロボット5が備える樹脂タンク7からノズル8を介して適宜成分の樹脂モルタルなどからなる補修用樹脂材45を下水道本管11の内周面13側に向けて注入することにより行われる。
【0036】
この場合における補修用樹脂材45の注入作業は、透明な型枠39を通して樹脂注入ロボット5から得られる注入状況を作業者がモニタリングすることにより常に的確に掌握することができる。
【0037】
取付管21の開口部22と接続されている下水道本管11の接続口12近傍に位置する内周面13に対する型枠39を介しての補修用樹脂材45の必要な注入を終えた後は、必要な養生時間を経てた後に研磨工程へと移行する。
【0038】
研磨工程においては、まず、図6に示されているように型枠39と気体放出後の袋体39とが樹脂注入ロボット5を介して取り除かれ、しかる後に取付管21の開口部22を含む下水道本管11の内周面13の所要部位を研磨仕上げすることにより行われる。
【0039】
この際に行われる研磨仕上げは、図7に示すように切断ロボット1が備えている照明灯2のもとで図示しない搭載テレビカメラから画像として得られる現場状況を外部で作業者がモニタリングしながら遠隔操作することにより、これに付設されている切断刃3を回転制御しながら下水道本管11の内周面13に付着して硬化している余分な補修用樹脂材45を取り除いたり、無用な凹凸部を平坦化することにより行われる。
【0040】
なお、第2の発明においては、その切除工程に先立ち第1の発明のライニング工程をあらかじめ経ておき、上記切除工程において下水道本管11内へと突き出ている取付管21の突出管端部25ともどもその内部に位置しているライニング材31の先端部32を同時に切除するものであってもよい。
【0041】
このため、第2の発明によれば、下水道本管1125の接続口12からその内方に向かって取付管21の先端側が突き出ることにより突出管端部25が形成され、これによりその周囲に空隙部14や欠損部15が形成されていても、従来のように土を掘り返す開削作業を経てから補修を行うといった二度手間をかけることなく迅速容易に、かつ、確実に補修することができる。
【0042】
しかも、下水道本管11と取付管21との接合部位の土中17に予測を越えた空洞化が進むことにより大きな空洞部18が形成されていても、これを確実に塞ぐことができるので、補修後の下水道本管11内への水や土砂などの流入を効果的に阻止して道路の陥没事故などを未然に防止することができる。
【0043】
【発明の効果】
以上述べたように本発明のうち、第1の発明によれば、汚水溜桝から下水道本管へと至る取付管にひび割れなどの欠損部があっても、開削作業を経ることなくその内周面のすべてをライニング層で覆うことにより、確実に補修することができる。
【0044】
また、下水道本管の接続口と取付管の開口部との間に空隙部が形成されていたり、下水道本管の接続口の近傍にひび割れなどの欠損部があっても、周回配置された型枠を介して補修用樹脂材を注入して空隙部を塞いだり欠損部を充填することにより、確実に補修することができる。
【0045】
さらに、下水道本管と取付管との接合部位の土中の空洞化が進み大きな空洞部が形成されていても、型枠を用いて確実に塞ぐことができるので、その補修後に下水道本管内への水や土砂などの流入を効果的に阻止することできる。
【0046】
一方、第2の発明によれば、下水道本管内に取付管の先端側が突き出て突出管端部を形成し、これによりその周囲に空隙部や欠損部が生じていても、開削作業を経ることなく迅速容易に、かつ、確実に補修することができる。
【0047】
しかも、下水道本管と取付管との接合部位の土中に大きな空洞部が形成されていても、これを確実に塞ぐことができるので、補修後の下水道本管内への水や土砂などの流入を効果的に阻止して道路の陥没事故などを未然に防止することができる。
【0048】
なお、上記発明は、そのいずれもが最終仕上げとしての研磨工程を経ているので、補修後の下水道本管内に好ましくない段差を生じさせて下水の流れを阻害したり、管径を細径化するなど、従来手法にみられた不具合を一掃することができる。
【図面の簡単な説明】
【図1】第1の発明の一例において、ライニング工程を経た後のライニング材の一部の切除する状態を示す説明図。
【図2】第1の発明の一例において、ライニング後の取付管の先端開口部を閉止し、下水道本管の内周面に配置した型枠から樹脂材を注入した状態を示す説明図。
【図3】第1の発明の一例において、樹脂材を注入してその研削を終えた状態を示す説明図。
【図4】第2の発明の一例において、下水道本管内への取付管の突出状態を示す説明図。
【図5】第2の発明の一例において、取付管の突出部を切除して取付管の先端開口部を閉止した後、下水道本管の内周面に配置した型枠から樹脂材を注入した状態を示す説明図。
【図6】第2の発明の一例において、樹脂材の注入を終えて型枠を取り外した状態を示す説明図。
【図7】第2の発明の一例において、取付管の先端開口部を開通させ、注入樹脂材の研削を終えた状態を示す説明図。
【符号の説明】
1 切断ロボット
2 照明灯
3 切断刃
5 樹脂注入ロボット
6 照明灯
7 樹脂タンク
8 ノズル
11 下水道本管
12 接続口
13 内周面
14 空隙部
15 欠損部
16 破損部
17 土中
18 空洞部
21 取付管
22 開口部
23 内周面
24 欠損部
25 突出管端部
31 ライニング材
32 先端部
33 内部空間
34 ライニング層
35 先端開口部
36 袋体
37 反転誘導ロープ
38 温水循環ホース
39 型枠
40 バンド材
41 通孔
42 導入口
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a technique for repairing a mounting pipe including a connection site with a sewer main.
[0002]
[Prior art]
In many cases, the attachment pipe drawn from each house through the sewage basin in order to allow the sewage to flow down to the sewer main has various damages on the side of the junction with the sewer main. In addition, such damage tends to cause inflow of water, earth and sand, etc. into the sewer main, and if the inflow is actually invited, the pipe function will be greatly impaired.
[0003]
In addition, the joint part between the sewer main pipe and the attachment pipe is damaged, resulting in poor joints, resulting in gaps and breakage. Depending on the extent, serious road collapse accidents may occur. Will cause.
[0004]
For this reason, when various damages have occurred on the attachment pipe side including the joint portion with the sewer main, the peripheral edge of the opening located at the joint portion between the sewer main and the attachment pipe is conventionally set to the sewer main. A lining construction method is adopted in which the lining material that is integrated with the dredging material is sent from the sewer main side into the mounting pipe, and the joint and the mounting pipe are covered and repaired. ing.
[0005]
[Problems to be solved by the invention]
However, in the case of the above-described conventional lining method, when cavitation beyond prediction is progressing in the soil of the joint portion between the sewer main pipe and the mounting pipe, depending on the dredging, it is surely and sufficiently. There was an inconvenience that it could not be blocked and could not effectively block the inflow of water or earth and sand into the sewer main.
[0006]
In addition, when covering the joint from the sewer main side with the dredging material, there is also a problem that an undesirable step is generated in the sewer main to inhibit the flow of sewage or the pipe diameter is reduced. .
[0007]
In view of the above-mentioned problems seen in the conventional method, the present invention can reliably block even if the hollowing beyond prediction progresses in the soil of the joint portion between the sewer main pipe and the mounting pipe, It is an object of the present invention to provide a method for repairing a mounting pipe including a connecting portion with a sewer main that does not cause an undesirable step in the sewer main even after the repair.
[0008]
[Means for Solving the Problems]
The present invention has been made to achieve the above object, and the first invention is to provide a lining material whose tip is closed in a bag shape with respect to a mounting pipe connected to a sewer main. A lining process that reversely inserts toward the sewer main by fluid pressure from the sewage reservoir side of the house, and the tip of the lining material protrudes from the opening of the mounting pipe that is inserted reversely and located on the sewer main side And then cutting off the protruding portion to form a tip opening, and closing to temporarily close the tip opening by supplying gas to the bag inserted from the tip opening and inflating it. A process, a mold installation process in which a transparent mold is placed around the inner peripheral surface of the sewer main located near the opening of the mounting pipe, and a repair resin material is sewered through a through hole provided in the mold Resin material injection process for injecting into the inner peripheral surface side of the main pipe, A polishing step for polishing and finishing a required portion of the inner peripheral surface of the sewer main pipe including the opening of the mounting pipe after the repairing resin material is injected and the mold and the bag body after gas release are removed. There is a structural feature in including at least.
[0009]
Further, the second invention is a cutting step for cutting the protruding pipe end into the sewer main pipe in the mounting pipe, and a bag body inserted from the opening of the mounting pipe formed after cutting the protruding pipe end. A closing process for temporarily closing the opening by supplying gas to bulge, and a mold installation for circularly arranging a transparent mold on the inner peripheral surface of the sewer main pipe located in the vicinity of the opening of the mounting pipe A process, a resin material injecting step of injecting a repair resin material into the inner peripheral surface of the sewer main through a through hole provided in the mold, and the mold and the gas release after finishing the injection of the repair resin material There is a structural feature in that it includes at least a polishing step for polishing and finishing a required portion of the inner peripheral surface of the sewer main pipe including the opening of the attachment pipe after removing the bag.
[0010]
DETAILED DESCRIPTION OF THE INVENTION
First, if one example of the first invention is described based on the process explanatory diagrams of FIGS. 1 to 3, in addition to a thorough on-site investigation, necessary preparatory work and preliminary work based on this will be performed, and then attachment A lining process for the pipe 21, a cutting process for a part of the lining material 31, a mold installation process for the inner peripheral surface 13 of the sewer main pipe 11, a closing process for the opening 22 of the mounting pipe 21 after the lining, and a mold This is performed through at least a resin material injection process from the frame 39 side and a polishing process after the resin material injection.
[0011]
Among these, as shown in FIG. 1, the lining process is carried out by using the lining material 31 whose tip 32 is closed in a bag shape with respect to the attachment pipe 21 connected to the sewer main pipe 11. This is done by reversing and inserting in the direction of the sewer main 11 under fluid pressure obtained by sending compressed air from the sewage reservoir side of (household).
[0012]
In this case, the lining material 31 is formed by impregnating a resin adsorbent formed in a cylindrical shape like a seamless hose with an appropriate thermosetting resin such as an epoxy resin, and is guided by the reverse induction rope 37. Under control, the tip 32 is inverted and inserted until it projects from the opening 22 of the attachment pipe 21 located on the sewer main pipe 11 side.
[0013]
In addition, the lining material 31 after being reversely inserted in this way is cured with thermosetting resin by the hot water supplied from the hot water circulation hose 38 disposed through the internal space 33, and The lining layer 34 adhered to the inner peripheral surface 23 along the length direction is formed.
[0014]
In the cutting process for a part of the lining material 31, the tip 32 of the lining material 31 that has been inverted and inserted and protruded from the opening 22 of the mounting pipe 21 located on the connection port 12 side of the sewer main pipe 11 is cut off. This is done to form the opening 35.
[0015]
The cutting of the tip 32 of the lining material 31 performed in this case is performed under the illuminating lamp 2 provided in the cutting robot 1 arranged in the sewer main pipe 11 in advance as shown in FIG. It is carried out by bringing the cutting blade 3 attached thereto into contact with the distal end portion 32 while controlling the rotation of the cutting blade 3 attached thereto by remotely operating the site situation obtained from an on-board television camera (not shown) while being monitored externally. . After the distal end portion 32 of the lining material 31 is cut off by the cutting blade 3, the distal end opening portion 35 of the lining material 31 is formed at substantially the same position as the opening portion 22 of the attachment tube 21.
[0016]
The closing step performed for the tip opening 35 formed in this way is a bag made of a member having high elasticity such as rubber in the tip opening 35 integrated with the opening 22 of the attachment tube 21. By inserting the body 36 and press-fitting a gas such as air into the bag body 36 and causing the bag 36 to swell along the path length direction, the opening 22 of the mounting tube 21 is temporarily closed together with the tip opening 35. Will be.
[0017]
In this case, the insertion of the bag 36 into the tip opening 35 and the air press-fitting operation are performed by the illumination lamp 6 provided in the resin injection robot 5 disposed in the sewer main pipe 11 as shown in FIG. The operation is automatically performed by remotely operating the resin injection robot 5 while an operator monitors the situation on the site obtained by an on-board television camera (not shown).
[0018]
The mold installation process for the inner peripheral surface 13 of the sewer main 11 is shown in FIG. 2 on the inner peripheral surface 13 located in the vicinity of the connection port 12 of the sewer main 11 connected to the opening 22 of the attachment pipe 21. In this way, the mold 39 is arranged around the circuit.
[0019]
The installation of the mold 39 in this case is automatically performed via the resin injection robot 5. The mold 39 used at this time is a band material 40 provided in the mold 39 and the resin injection robot. 5 is formed of a transparent resin material having a cylindrical shape whose diameter can be freely expanded by automatic operation, and through holes 41 for injecting the resin material and bulging bags at appropriate positions thereof An inlet 42 for guiding a part of the body 36 into the mold 39 is formed. In addition, it is desirable that the closing process and the above-described mold installation process performed on the front end opening 35 are first performed after the mold 39 is installed and then the front end opening 35 is closed. Depending on the case, the reverse process may be performed.
[0020]
As shown in FIG. 2, the resin material injection process from the mold 39 side is performed by injecting resin from the through hole 41 provided in the mold 39 that is arranged around the inner peripheral surface 13 of the sewer main pipe 11 and fixed in position. This is performed by injecting a repairing resin material 45 made of resin mortar as an appropriate component from a resin tank 7 provided in the robot 5 through the nozzle 8 toward the inner peripheral surface 13 of the sewer main pipe 11.
[0021]
In this case, the operation of injecting the repair resin material 45 is obtained as an image from the resin injection robot 5 through the transparent mold 39, and the operator can always grasp the injection state accurately by monitoring the injection state.
[0022]
After the necessary injection of the repairing resin material 45 through the mold 39 to the inner peripheral surface 13 located in the vicinity of the connection port 12 of the sewer main pipe 11 connected to the opening 22 of the attachment pipe 21, Shifts to the polishing process after a necessary curing time.
[0023]
In the polishing process, first, the mold 39 and the bag 39 after gas release are removed via the resin injection robot 5, and then the inner peripheral surface 13 of the sewer main pipe 11 including the opening 22 of the attachment pipe 21. This is done by polishing the required part.
[0024]
As shown in FIG. 3, the polishing finish performed at this time is remotely operated while an operator monitors the on-site situation obtained from an on-board TV camera (not shown) under the illumination lamp 2 provided in the cutting robot 1. By doing this, while removing the cutting blade 3 attached thereto, the excess repairing resin material 45 attached to the inner peripheral surface 13 of the sewer main pipe 11 and cured is removed, or unnecessary uneven parts are formed. Is performed by flattening.
[0025]
For this reason, according to the first invention, as shown in FIG. 1, even if there is a defect portion 24 such as a crack in the attachment pipe 21 extending from the sewage basin to the sewer main pipe 11, all of the inner peripheral surface 23 is removed. By covering with the lining layer 34, it is possible to reliably perform the repair without taking the trouble of performing the repair after the excavation work of digging up the soil.
[0026]
Further, the opening 22 of the attachment pipe 21 is not securely connected to the connection port 12 of the sewer main 11, and there is a gap 14 as shown in FIG. 1, or in the vicinity of the connection port 12 of the sewer main 11. Even if there is a defect 15 such as a crack, the repair resin material 45 is injected through the mold 39 arranged in a circle to close the gap 14 or fill the defect 15 with certainty. Can do.
[0027]
Furthermore, the hollowing beyond the prediction progresses in the soil 17 at the joint portion of the sewer main pipe 11 and the mounting pipe 21 to form a large cavity 18, which is a shielding employed by the conventional lining method. Even in a situation that cannot be dealt with by the buttocks as a material, it can be reliably blocked, so that the inflow of water or earth and sand into the sewer main pipe 11 can be effectively prevented after the repair.
[0028]
Next, if one example of the second invention is described based on the process explanatory diagrams of FIGS. 4 to 7, in addition to a thorough field survey, necessary preparatory work and preliminary work based on this will be performed. Mounting pipe protrusion cutting process, mold installation process on the inner peripheral surface 13 of the sewer main pipe 11, closing process on the opening 22 of the mounting pipe 21 after cutting, and resin material injection process from the mold 39 side It is performed by at least going through a polishing step after the injection of the resin material.
[0029]
Among these, the mounting tube protruding portion cutting step is performed on the protruding tube end 25 of the mounting tube 21 protruding into the sewer main pipe 1125 as shown in FIG. This is done by cutting off the end 25.
[0030]
In this case, as shown in FIG. 4, the field situation obtained from an on-board TV camera (not shown) under the illumination lamp 2 provided in the cutting robot 1 previously arranged in the sewer main 11 is worked outside. When a person performs a remote operation while monitoring, the cutting blade 3 attached thereto is brought into contact with the protruding tube end 25 while controlling the rotation. For this reason, the opening part 22 in which the surface height is adjusted including the damaged part 16 on the sewer main pipe 11 side is formed at the pipe end of the attachment pipe 21 after the protruding pipe end part 25 is cut off. It will be.
[0031]
In the process of closing the opening 22 of the mounting tube 21 after excision, a bag body 36 made of a member having high elasticity such as rubber is inserted into the opening 22 of the mounting tube 21 after the projecting tube end 25 is excised. This is performed by press-fitting a gas such as air into the bag body 36 and inflating it along the path length direction to temporarily close the opening 22 of the attachment tube 21.
[0032]
In this case, the insertion of the bag body 36 into the opening 22 and the air press-fitting operation are performed by the illumination lamp 6 provided in the resin injection robot 5 arranged in the sewer main pipe 11 as shown in FIG. Thus, the operation is automatically performed by remotely operating the resin injection robot 5 while an operator monitors the on-site situation obtained by an on-board television camera (not shown).
[0033]
In the mold arrangement process for the inner peripheral surface 13 of the sewer main 11, the mold 39 is arranged around the inner peripheral surface 13 near the connection port 12 of the sewer main 11 connected to the opening 22 of the attachment pipe 21. As shown in FIG. 5, a plurality of molds 39 are continuously arranged around the inner peripheral surface 13 located up to an appropriate length in the flow channel direction as necessary. Is called.
[0034]
The installation of one or more molds 39 performed in this case is automatically performed via the resin injection robot 5. The mold 39 used at this time is an operation provided in the mold 39. The band material 40 is formed of a transparent resin material having a cylindrical shape whose diameter can be freely expanded by automatically operating the resin injection robot 5, and a through hole for injecting the resin material at an appropriate position thereof 41 and an introduction port 42 for guiding a part of the bulging bag body 36 into the mold 39 is formed. As for the closing step performed on the opening 22 and the above-described mold installation step, it is desirable to first perform the step of closing the opening 22 after installing the mold 39, but the reverse is necessary if necessary. It may be performed through the process.
[0035]
The resin material injecting step from the mold 39 side is performed through the nozzle 41 from the resin tank 7 provided in the resin injection robot 5 through the through hole 41 provided in the mold 39 around the inner peripheral surface 13 of the sewer main pipe 11 and fixed in position. 8 is performed by injecting a repairing resin material 45 made of resin mortar as a component through 8 toward the inner peripheral surface 13 side of the sewer main pipe 11.
[0036]
In this case, the operation of injecting the repairing resin material 45 can always be accurately grasped by the operator monitoring the injection status obtained from the resin injection robot 5 through the transparent mold 39.
[0037]
After the necessary injection of the repairing resin material 45 through the mold 39 to the inner peripheral surface 13 located in the vicinity of the connection port 12 of the sewer main pipe 11 connected to the opening 22 of the attachment pipe 21 is completed. After the necessary curing time, the process proceeds to the polishing process.
[0038]
In the polishing process, first, as shown in FIG. 6, the mold 39 and the bag 39 after the gas release are removed through the resin injection robot 5, and thereafter the opening 22 of the attachment tube 21 is included. This is performed by polishing a required portion of the inner peripheral surface 13 of the sewer main pipe 11.
[0039]
As shown in FIG. 7, the polishing finish performed at this time is performed while an operator monitors an on-site situation obtained as an image from an on-board TV camera (not shown) under an illumination lamp 2 provided in the cutting robot 1. By remotely controlling the cutting blade 3 attached thereto, the excessive repairing resin material 45 attached to the inner peripheral surface 13 of the sewer main pipe 11 and being hardened can be removed or used unnecessary. This is done by flattening the uneven part.
[0040]
In the second invention, the lining process of the first invention is performed in advance prior to the cutting process, and the protruding pipe end 25 of the mounting pipe 21 protruding into the sewer main pipe 11 in the cutting process is also returned. You may cut | disconnect the front-end | tip part 32 of the lining material 31 located in the inside simultaneously.
[0041]
For this reason, according to the second invention, the projecting pipe end 25 is formed by projecting the distal end side of the attachment pipe 21 from the connection port 12 of the sewer main pipe 1125 toward the inside thereof. Even if the portion 14 and the defect portion 15 are formed, the repair can be quickly and easily performed without taking the trouble of performing repairs after performing the excavation work of digging up the soil as in the prior art.
[0042]
Moreover, even if a large cavity 18 is formed due to progress of cavitation beyond prediction in the soil 17 of the joining portion of the sewer main pipe 11 and the attachment pipe 21, it can be reliably blocked. The inflow of water, earth and sand, etc. into the sewer main 11 after repair can be effectively blocked to prevent a road collapse accident or the like.
[0043]
【The invention's effect】
As described above, according to the first aspect of the present invention, even if there is a defect portion such as a crack in the attachment pipe from the sewage basin to the sewer main, the inner periphery thereof is not subjected to the excavation work. By covering the entire surface with a lining layer, it can be reliably repaired.
[0044]
In addition, even if a gap is formed between the connection port of the sewer main and the opening of the mounting pipe, or there is a cracked part or the like in the vicinity of the connection port of the sewer main, Repair can be reliably repaired by injecting a repair resin material through the frame to close the gap and fill the defect.
[0045]
In addition, even if a hollow part is formed in the soil at the junction between the sewer main pipe and the mounting pipe and a large hollow part is formed, it can be reliably closed using a mold, so after the repair, into the sewer main pipe Inflow of water and earth and sand can be effectively prevented.
[0046]
On the other hand, according to the second invention, the tip end side of the mounting pipe protrudes into the sewer main pipe to form a protruding pipe end portion, so that even if there are voids or chipped portions around it, the excavation work is performed. Can be repaired quickly, easily and reliably.
[0047]
In addition, even if a large cavity is formed in the soil at the junction of the sewer main and the mounting pipe, it can be reliably closed, so that water and earth and sand flow into the sewer main after repair. Can be effectively prevented and road accidents can be prevented.
[0048]
All of the above-described inventions have undergone a polishing process as a final finish, so that an undesirable step is generated in the sewage main pipe after repairing to impede the flow of sewage or reduce the pipe diameter. It is possible to eliminate the problems found in the conventional method.
[Brief description of the drawings]
FIG. 1 is an explanatory view showing a state in which a part of a lining material is cut off after undergoing a lining step in an example of the first invention.
FIG. 2 is an explanatory view showing a state in which a resin material is injected from a mold frame disposed on an inner peripheral surface of a sewer main pipe after closing a front end opening portion of a mounting pipe after lining in an example of the first invention.
FIG. 3 is an explanatory view showing a state in which the resin material is injected and the grinding is finished in the example of the first invention.
FIG. 4 is an explanatory view showing a protruding state of a mounting pipe into a sewer main in one example of the second invention.
FIG. 5 shows an example of the second invention, in which a protruding portion of the mounting pipe is cut off and a tip opening of the mounting pipe is closed, and then a resin material is injected from a mold disposed on the inner peripheral surface of the sewer main pipe. Explanatory drawing which shows a state.
FIG. 6 is an explanatory view showing a state where the mold is removed after the injection of the resin material in the example of the second invention.
FIG. 7 is an explanatory view showing a state in which the tip opening portion of the attachment pipe is opened and grinding of the injected resin material is finished in the example of the second invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Cutting robot 2 Illumination lamp 3 Cutting blade 5 Resin injection robot 6 Illumination lamp 7 Resin tank 8 Nozzle 11 Sewer main pipe 12 Connection port 13 Inner peripheral surface 14 Air gap part 15 Defect part 16 Damaged part 17 Soil 18 Cavity part 21 Installation pipe 22 Opening 23 Internal Peripheral Surface 24 Defect 25 Ending Pipe End 31 Lining Material 32 Tip 33 Internal Space 34 Lining Layer 35 Tip Opening 36 Bag Body 37 Reverse Induction Rope 38 Hot Water Circulation Hose 39 Form 40 Band Material 41 Hole 42 inlet

Claims (2)

下水道本管に接続されている取付管に対し、先端部が袋状に閉止されているライニング材を家屋の汚水溜桝の側から流体圧により下水道本管方向に向けて反転挿入するライニング工程と、
反転挿入されて下水道本管側に位置する取付管の開口部からライニング材の前記先端部を突出させた後、その突出部位を切除して先端開口部を形成する切除工程と、
該先端開口部から挿入した袋体に気体を供給して膨出させることにより前記先端開口部を仮閉止する閉止工程と、
取付管の開口部近傍に位置する下水道本管の内周面に透明な型枠を周回配置する型枠設置工程と、
該型枠が備える通孔を介して補修用樹脂材を下水道本管の内周面側に注入する樹脂材注入工程と、
補修用樹脂材の注入を終えて前記型枠と気体放出後の前記袋体とを取り除いた後に取付管の前記開口部を含む下水道本管の内周面の所要部位を研磨仕上げする研磨工程と、
を少なくとも含むことを特徴とする下水道本管との接続部位を含む取付管の補修方法。
A lining process in which a lining material whose tip is closed in a bag shape with respect to a mounting pipe connected to a sewer main is reversely inserted in the direction of the sewer main by the fluid pressure from the sewage basin side of the house; ,
After projecting the tip of the lining material from the opening of the attachment pipe that is inverted and inserted and located on the sewer main side, a cutting step of cutting the projecting portion to form the tip opening,
A closing step of temporarily closing the tip opening by supplying gas to the bag inserted from the tip opening and causing the bag to bulge;
A formwork installation process in which a transparent formwork is placed around the inner peripheral surface of the sewer main pipe located near the opening of the mounting pipe;
A resin material injection step of injecting a resin material for repair into the inner peripheral surface side of the sewer main through the through hole provided in the mold,
A polishing step for polishing and finishing a required portion of the inner peripheral surface of the sewer main pipe including the opening of the mounting pipe after the repairing resin material is injected and the mold and the bag body after gas release are removed. ,
A method of repairing a mounting pipe including a connection site with a sewer main, characterized by comprising at least
取付管における下水道本管内への突出管端部を切除する切除工程と、
該突出管端部を切除した後に形成される取付管の開口部から挿入した袋体に気体を供給して膨出させることにより前記開口部を仮閉止する閉止工程と、
取付管の前記開口部近傍に位置する下水道本管の内周面に透明な型枠を周回配置する型枠設置工程と、
該型枠が備える通孔を介して補修用樹脂材を下水道本管の内周面側に注入する樹脂材注入工程と、
補修用樹脂材の注入を終えて前記型枠と気体放出後の前記袋体とを取り除いた後に取付管の前記開口部を含む下水道本管の内周面の所要部位を研磨仕上げする研磨工程と、
を少なくとも含むことを特徴とすると下水道本管との接続部位を含む取付管の補修方法。
Excision step of excising the protruding pipe end into the sewer main in the mounting pipe;
A closing step of temporarily closing the opening by supplying gas to the bag body inserted from the opening of the attachment tube formed after cutting the projecting tube end;
A mold installation step for circularly arranging a transparent mold on the inner peripheral surface of the sewer main pipe located in the vicinity of the opening of the mounting pipe;
A resin material injection step of injecting a resin material for repair into the inner peripheral surface side of the sewer main through the through hole provided in the mold,
A polishing step for polishing and finishing a required portion of the inner peripheral surface of the sewer main pipe including the opening of the mounting pipe after the repairing resin material is injected and the mold and the bag body after gas release are removed. ,
A method of repairing a mounting pipe including a connection site with a sewer main.
JP2001365665A 2001-11-30 2001-11-30 Repair method of the mounting pipe including the connection part with the sewer main Expired - Lifetime JP3626720B2 (en)

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JP4861083B2 (en) * 2006-07-24 2012-01-25 カナフレックスコーポレーション株式会社 Rehabilitation of existing drainage pipes
JP4922000B2 (en) * 2007-02-09 2012-04-25 行夫 本多 Method and apparatus for closing sewage mounting pipe
JP5555902B2 (en) * 2010-08-04 2014-07-23 株式会社春田建設 Buried pipe repair device, buried pipe repair method
JP5793289B2 (en) * 2010-11-08 2015-10-14 東京都下水道サービス株式会社 Mounting pipe repair method
JP6054270B2 (en) * 2013-08-30 2016-12-27 総合開発工事株式会社 Method of filling around unmounted pipes in sewer pipes
JP7161243B1 (en) * 2021-04-22 2022-10-26 株式会社川瀬工務店 Repair construction method and repair equipment for external water infiltration part of sewage pipe

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JPS6091886U (en) * 1983-11-30 1985-06-22 野中 隆 Assembly packer for large diameter pipe repair
JPS60233245A (en) * 1984-05-02 1985-11-19 岡 正孝 Chemical injection and water stopping construction method from inner surface of pipe by three-direction hermetical closing of t-shaped branched pipe attachment part of small diameter sewage pipe embedded in ground
JPS62284727A (en) * 1986-06-02 1987-12-10 Ashimori Ind Co Ltd Method for lining sewage pipe with branch part
JPH0315912Y2 (en) * 1988-06-17 1991-04-05
JP2702099B2 (en) * 1995-08-22 1998-01-21 株式会社湘南合成樹脂製作所 Start liner with flange for branch pipe and pipe lining method
JP2845798B2 (en) * 1996-03-22 1999-01-13 株式会社湘南合成樹脂製作所 Branch pipe lining material and branch pipe lining method

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