JPH0718189B2 - Old manhole renewal method - Google Patents
Old manhole renewal methodInfo
- Publication number
- JPH0718189B2 JPH0718189B2 JP1106932A JP10693289A JPH0718189B2 JP H0718189 B2 JPH0718189 B2 JP H0718189B2 JP 1106932 A JP1106932 A JP 1106932A JP 10693289 A JP10693289 A JP 10693289A JP H0718189 B2 JPH0718189 B2 JP H0718189B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- manhole
- tube
- straightening
- renewal method
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Sewage (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明は老朽マンホールの更新工法に関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial application] The present invention relates to a method for renewing an aged manhole.
従来、老朽管を更新する場合、老朽管を堀り起こすこと
なく、そのまま老朽管内へ新規管を挿入していき、もっ
て、管路を更新する工法が都市部において広く採用され
ている。Conventionally, when renewing an aged pipe, a new pipe is directly inserted into the aged pipe without excavating the aged pipe, and a method of renewing the pipeline is widely adopted in urban areas.
ところで、管路に沿って要所に配置されるマンホールも
同時に老朽化した場合、この部分の更新に関しては従来
工法と同様、マンホール部を堀り起こし新規マンホール
と交換することなとが行なわれているが、交通障害や土
地利用面の制約等より、工事が困難な場合が多い。By the way, when the manholes that are placed at important points along the pipeline are also deteriorated at the same time, renewal of this part is not done by excavating the manhole part and replacing it with a new manhole as in the conventional method. However, construction is often difficult due to traffic obstacles and land use restrictions.
この発明は上記問題点に鑑み、更新管路を敷設した場
合、同時に最小限の工事面積で、かつ、迅速にマンホー
ルも更新することのできる工法を得ることを目的として
なされたものである。In view of the above problems, the present invention has been made for the purpose of obtaining a construction method capable of quickly renewing a manhole at the same time with a minimum construction area when a renewal pipeline is laid.
即ち、この発明の老朽マンホールの更新工法は既設老朽
管内に更正管を挿入配設して成る更正管路のマンホール
において、該マンホール内径よりやや小さい外径を有
し、下端に更正管外面を受容するU字状切欠きを設けた
管を、前記マンホール内へ挿入し、U字状切欠き部に更
正管を受容し、前記更正管外周上側面を切開すると共
に、更正管両側及び下面と、前記管内面との隙間に充填
材を充填することを特徴とするものである。That is, according to the method for renewing an aged manhole of the present invention, in the manhole of the rehabilitating pipe in which the rehabilitating pipe is inserted and disposed in the existing aged pipe, the manhole has an outer diameter slightly smaller than the inner diameter of the manhole and the lower end receives the outer surface of the rehabilitating pipe. A tube provided with a U-shaped cutout is inserted into the manhole, the straightening tube is received in the U-shaped cutout portion, and the outer circumferential upper surface of the straightening tube is incised, and both sides and the lower surface of the straightening tube, A filling material is filled in a gap between the inner surface of the pipe and the inner surface of the pipe.
次に、この発明の実施例を説明する。 Next, an embodiment of the present invention will be described.
第1図〜第4図はこの発明の実施状態を示す説明図であ
る。1 to 4 are explanatory views showing an embodiment of the present invention.
第1図において、更正管1は予め老朽マンホール2下部
を貫通した状態で敷設されている。In FIG. 1, the straightening pipe 1 is laid in advance so as to penetrate the lower part of the aging manhole 2.
このマンホール2を更新する場合において、まず、老朽
マンホール2内に突出する足場2A…2Aなどを除去し、こ
のマンホール2の内径Dよりやや小さい外径dの管3を
用意し、第2図に示すように、この管3の下端部3Aに更
正管1を受容するU字状の切欠部4を形成する。When renewing this manhole 2, first, scaffolds 2A ... 2A protruding into the old manhole 2 are removed, and a pipe 3 having an outer diameter d slightly smaller than the inner diameter D of this manhole 2 is prepared. As shown, a U-shaped notch 4 for receiving the straightening tube 1 is formed at the lower end 3A of the tube 3.
次いで、この管3を老朽マンホール2内へ縦方向へ挿入
し、第3図に示すように、更正管1上にまたがるように
配置する。Next, the pipe 3 is vertically inserted into the aging manhole 2 and is arranged so as to straddle the correction pipe 1 as shown in FIG.
このとき、更正管1には予め上側部に開口部1Aを切開し
ておいても良いし、また管3を挿入後、開口部1Aを切開
しても良い。At this time, the opening 1A may be preliminarily incised in the upper portion of the rectification tube 1, or the opening 1A may be incised after the tube 3 is inserted.
しかる後、第4図に示すように更新マンホールとなる管
3内面と、更正管1の両側面及び底面にモルタルなどの
充填材5を充填する。Thereafter, as shown in FIG. 4, a filling material 5 such as mortar is filled on the inner surface of the tube 3 which will be a renewal manhole and both side surfaces and the bottom surface of the correction tube 1.
これによって老朽マンホール2は更新されるのである。As a result, the old manhole 2 is renewed.
なお、更新マンホール2となる管3は予め成形されたFW
管、又はヒューム管が使用され、予め内面に足場用突起
3B…3Bを形成しておいたものを使用することもできる。In addition, the pipe 3 that becomes the renewal manhole 2 is a preformed FW
Tube or fume tube is used, and the scaffolding protrusion is previously formed on the inner surface.
It is also possible to use a preformed 3B ... 3B.
また、第4図中、6は管3と更正管1との間に充填され
る防水材であり、パテ状エポキシなどが使用される。ま
た、7は管3と老朽マンホール2内面との間に充填され
る充填材を示し、モルタル又はエアーモルタル充填など
とされる。Further, in FIG. 4, 6 is a waterproof material filled between the pipe 3 and the calibration pipe 1, and putty epoxy or the like is used. Reference numeral 7 denotes a filling material filled between the pipe 3 and the inner surface of the aging manhole 2, which is mortar or air mortar filling.
この発明において、老朽マンホール2は、その中に挿入
配置される管3によって更正され、かつ、更正管1上部
に嵌合された状態となるため、マンホール部での漏水等
も防止される。In the present invention, the aging manhole 2 is rectified by the pipe 3 inserted therein and is fitted into the upper portion of the rectification pipe 1, so that water leakage and the like at the manhole portion is also prevented.
この発明は以上説明したように、老朽マンホールを更新
する場合、老朽マンホール内へ新規管を挿入するだけで
良いので、周囲土砂の掘り起こし作業は全く不要であ
り、工期が非常に短く、しかも更正管を挿入後はすべて
マンホール内での作業だけで良いので、周囲の交通障害
を来すおそれも無いなどの効果を有する。As described above, when the old manhole is renewed, since it is only necessary to insert a new pipe into the old manhole as described above, the work of excavating the surrounding earth and sand is completely unnecessary, the construction period is very short, and the repair pipe is After inserting, all you have to do is work in the manhole, so there is no danger of causing traffic problems in the surroundings.
第1図は老朽マンホールの断面図、第2図は更正マンホ
ールとなる管の斜視図、第3図は管の挿入状態を示す断
面図、第4図は突起状態を示す断面図である。FIG. 1 is a cross-sectional view of an old manhole, FIG. 2 is a perspective view of a pipe to be a repair manhole, FIG. 3 is a cross-sectional view showing an inserted state of the pipe, and FIG. 4 is a cross-sectional view showing a protruding state.
Claims (1)
更正管路のマンホールにおいて、該マンホール内径より
やや小さい外径を有し、下端に更正管外面を受容するU
字状切欠きを設けた管を、前記マンホール内へ挿入し、
U字状切欠き部に更正管を受容し、前記更正管外周上側
面を切開すると共に、更正管両側面及び下面と、前記管
内面との隙間に充填材を充填することを特徴とする老朽
マンホールの更新工法。Claim: What is claimed is: 1. In a manhole of a rehabilitating pipe, in which a rehabilitating pipe is inserted and arranged in an existing aged pipe, an outer diameter slightly smaller than the inner diameter of the manhole and a lower end of which receives the outer surface of the rehabilitating pipe
Insert the tube with the character notch into the manhole,
An aging characterized by receiving a straightening pipe in a U-shaped notch portion, cutting out the outer peripheral upper surface of the straightening pipe, and filling a gap between both sides and lower surface of the straightening pipe and the inner surface of the pipe. Manhole renewal method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1106932A JPH0718189B2 (en) | 1989-04-25 | 1989-04-25 | Old manhole renewal method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1106932A JPH0718189B2 (en) | 1989-04-25 | 1989-04-25 | Old manhole renewal method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02285123A JPH02285123A (en) | 1990-11-22 |
JPH0718189B2 true JPH0718189B2 (en) | 1995-03-01 |
Family
ID=14446175
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1106932A Expired - Lifetime JPH0718189B2 (en) | 1989-04-25 | 1989-04-25 | Old manhole renewal method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0718189B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH11138637A (en) * | 1997-11-05 | 1999-05-25 | Kfc Ltd | Reconditioning method of pipe conduit |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10147949A (en) * | 1996-11-18 | 1998-06-02 | Sekishin Sangyo Kk | Refroming method for manhole |
KR100731611B1 (en) * | 2005-07-26 | 2007-06-22 | (주)대덕화학 | The Manhole Which uses the Parts of Manhole Watertight test |
JP5922870B2 (en) * | 2011-01-25 | 2016-05-24 | 太陽インダストリー株式会社 | Manhole repair method |
JP6120681B2 (en) * | 2013-05-30 | 2017-04-26 | アロン化成株式会社 | Repair member for existing pipeline and underground drainage facility equipped with the same |
JP6709085B2 (en) * | 2016-03-14 | 2020-06-10 | 積水化学工業株式会社 | Method of repairing canal structure and canal structure |
JP6709084B2 (en) * | 2016-03-14 | 2020-06-10 | 積水化学工業株式会社 | Method of repairing canal structure and canal structure |
-
1989
- 1989-04-25 JP JP1106932A patent/JPH0718189B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH11138637A (en) * | 1997-11-05 | 1999-05-25 | Kfc Ltd | Reconditioning method of pipe conduit |
Also Published As
Publication number | Publication date |
---|---|
JPH02285123A (en) | 1990-11-22 |
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