JPH0351956B2 - - Google Patents
Info
- Publication number
- JPH0351956B2 JPH0351956B2 JP61297654A JP29765486A JPH0351956B2 JP H0351956 B2 JPH0351956 B2 JP H0351956B2 JP 61297654 A JP61297654 A JP 61297654A JP 29765486 A JP29765486 A JP 29765486A JP H0351956 B2 JPH0351956 B2 JP H0351956B2
- Authority
- JP
- Japan
- Prior art keywords
- repair
- pipe
- gap
- manhole
- cylinder
- 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
- Pipe Accessories (AREA)
- Lining Or Joining Of Plastics Or The Like (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、例えば、下水道用或いは工業排水用
等のコンクリート系管などの内面が、流通物より
発生するガス等の影響を受けて腐蝕した場合の補
修方法に関する。[Detailed Description of the Invention] (Industrial Application Field) The present invention is applicable to, for example, concrete pipes for sewerage or industrial drainage, etc. whose inner surfaces are corroded due to the influence of gases etc. generated from circulating materials. Regarding repair methods in case.
(従来技術と問題点)
この種の管の補修には、従来下記のような方法
がとられている。(Prior Art and Problems) Conventionally, the following methods have been used to repair this type of pipe.
(a) 補修材(例えば、エポキシ樹脂)を管の腐蝕
面に塗布或いは吹き付ける方法。(a) A method of applying or spraying a repair material (e.g. epoxy resin) onto the corroded surface of the pipe.
(b) 合成樹脂製品(例えば、硬質塩化ビニール樹
脂材による成形加工品)を管内に挿入配置し
て、2重管とする方法で、上記製品としては、
(イ) 円筒状に成形加工したもの(以下、補修管
という)。(b) A method in which a synthetic resin product (for example, a molded product made of hard vinyl chloride resin material) is inserted into a pipe to form a double pipe, and the above products include: (a) A product molded into a cylindrical shape. (hereinafter referred to as repair pipe).
(ロ) 帯状の板をスパイラル状に巻回製管したも
の(以下、スパイラル管という)。 (b) A pipe made by winding a band-shaped plate into a spiral shape (hereinafter referred to as a spiral pipe).
ところで、前記(a)の方法は、作業員がマンホー
ルより管内に入つての作業であるので、作業環境
の悪いところでの補修材の均一仕上げに非常な熟
練と手間を要すると共に、補修材から発生するガ
スの影響もあり、健康管理の面からも好ましくな
く、さらに補修材が硬化するまでの監視を要する
等の問題があつた。 By the way, in the method (a) above, the worker enters the pipe through the manhole, so it requires great skill and effort to uniformly finish the repair material in a bad working environment, and it also reduces the amount of waste generated from the repair material. This is not preferable from a health management perspective due to the effects of the gas, and there are also problems such as the need to monitor the repair material until it hardens.
また、前記(b)−(イ)の方法は、第4図に示すよう
に、マンホール10内に補修管11を搬入し、管
12内で作業員が先行の補修管11の後端周面と
後続の補修管11の前端周面とを順次接合しなが
ら管12の前方に送り込み、直列接続された必要
個数の補修管11を管12内に設置するものであ
る。 In addition, in the methods (b) to (a), as shown in FIG. The required number of repair tubes 11 connected in series are installed in the tube 12 by sequentially joining the repair tubes 11 and the front end circumferential surfaces of the subsequent repair tubes 11 and feeding them into the front of the tube 12.
よつて、補修管11の外径がマンホール10の
内径より大きい場合には(補修される管12の口
径が大きい)、管12の埋設の一部を開削しなけ
ればならないので交通規制などが必要となり、土
工費が高くなるという問題があつた。 Therefore, if the outer diameter of the repaired pipe 11 is larger than the inner diameter of the manhole 10 (the diameter of the pipe 12 to be repaired is large), it is necessary to excavate a part of the buried pipe 12, so traffic regulations etc. are necessary. This resulted in the problem of high earthwork costs.
また、前記(b)−(ロ)の方法は、マンホール内に連
続的に送られる帯状の板を、マンホール内に設置
したスパイラル製管機によつてスパイラル管を作
りながら管内に送り込むものである。 In addition, in the methods (b) to (b) above, a strip-shaped plate is continuously fed into the manhole while being fed into the pipe while forming a spiral pipe using a spiral pipe making machine installed inside the manhole. .
よつて、マンホール内で連続したスパイラル管
を作るので、前記補修管のように相互接合の手間
は省けるが、スパイラル管の外径が大きい場合に
は(補修される管の口径が大きい)、そのスパイ
ラル製管機も大型となるため、製管機設置の開削
を要し、土工費が嵩むという問題があつた。 Therefore, since a continuous spiral pipe is created inside the manhole, the trouble of mutually joining the pipes as in the case of the repair pipe can be saved, but if the outer diameter of the spiral pipe is large (the diameter of the pipe to be repaired is large), Since the spiral pipe making machine is also large, it requires excavation to install the pipe making machine, which poses the problem of increasing earthwork costs.
以上のように、補修管及びスパイラル管による
補修方法は、補修する管の口径が中口径以上のも
のには不向きであるという問題があつた。 As described above, the repair methods using repair pipes and spiral pipes have a problem in that they are unsuitable for pipes to be repaired whose diameters are medium or larger.
(問題点を解決するための手段)
本発明は、管の口径に応じて円周方向に複数枚
に分割された合成樹脂製にして矩形状の補修板を
マンホール内に搬入し、管内において管の内周面
と間隙を存して各補修板の長手方向の縁辺を連結
して補修円筒を組立て、該補修円筒を直列接続し
て管の全長に亘り配設し、前記間隙に時間経過に
より硬化する充填材を注入するようにした方法で
ある。(Means for Solving the Problems) The present invention involves carrying into a manhole a rectangular repair plate made of synthetic resin that is divided into a plurality of pieces in the circumferential direction according to the diameter of the pipe, and A repair cylinder is assembled by connecting the longitudinal edges of each repair plate with a gap between the inner circumferential surface and the gap, and the repair cylinders are connected in series and arranged over the entire length of the pipe. This method involves injecting a hardening filler.
(実施例) 本発明の実施例を図面を参照して説明する。(Example) Embodiments of the present invention will be described with reference to the drawings.
第2図は補修する管の口径に応じてその内周面
を覆い得るように、区周方向に複数枚に分割され
た矩形状の補修板の断面正面図を示すもので、該
補修板1は合成樹脂材よりなり(例えば、硬質塩
化ビニール樹脂)、その巾はマンホール内に搬入
可能な寸法に設定されると共に、長さは適宜可変
であるが通常2m程度の寸法に設定される。 FIG. 2 shows a cross-sectional front view of a rectangular repair plate divided into a plurality of pieces in the circumferential direction so as to cover the inner peripheral surface according to the diameter of the pipe to be repaired. is made of a synthetic resin material (for example, hard vinyl chloride resin), and its width is set to a size that allows it to be carried into the manhole, and its length is variable as appropriate, but is usually set to about 2 m.
而して、補修板1の片面には複数条のリブ1a
が巾方向に平行して突出成形され、また長さ方向
の両端部には前記リブ1aと同一方向にほぼコ字
状の接合部1bが突出成形されている。 Therefore, one side of the repair plate 1 has a plurality of ribs 1a.
are formed to protrude parallel to the width direction, and approximately U-shaped joint portions 1b are formed to protrude from both lengthwise ends in the same direction as the ribs 1a.
そして、隣接する補修板1の各接合部1bに
は、第3図に示すように、水密用のパツキング3
を介してコ字状の接合部材2(合成樹脂材よりな
る)を弾性的に嵌合し、隣接する補修板1を互に
連結するものである。 As shown in FIG.
A U-shaped joining member 2 (made of a synthetic resin material) is elastically fitted through the joint member 2 to connect adjacent repair plates 1 to each other.
次に、前記補修板1により腐蝕した管の補修方
法について説明する。 Next, a method of repairing a corroded pipe using the repair plate 1 will be explained.
(a) マンホールの内径に応じ、かつ管の口径に応
じて分割された必要枚数の補修板1をマンホー
ル内に搬入する。(a) The necessary number of repair plates 1 divided according to the inner diameter of the manhole and the diameter of the pipe are carried into the manhole.
(b) 作業員がマンホールより管内に入り、第1図
に示すように、各補修板1を管4の内周面と間
隙Gを介在し、かつリブ1aが内周面に対向す
るようにして、長さ方向の両端部の接合部1b
に前記パツキング3を介して接合部材2を嵌合
して円形に組立て、第1の単位体となる補修円
筒を管4の前方に作る。(b) A worker enters the pipe through the manhole and, as shown in Fig. 1, places each repair plate 1 between the inner peripheral surface of the pipe 4 and the gap G, and so that the ribs 1a face the inner peripheral surface. and the joint portions 1b at both ends in the length direction.
Then, the joining member 2 is fitted through the packing 3 and assembled into a circular shape, thereby creating a repair cylinder serving as a first unit in front of the pipe 4.
(c) 作業員は第1の単位体の補修円筒の後方に移
動し、再び上記(b)の作業によつて後続の第2の
単位体となる補修円筒を作り、その前方端周縁
をさきの第1の単位体の補修円筒の後方端周縁
に接着剤等により接着する。(c) The worker moves to the rear of the repair cylinder of the first unit, again performs the work in (b) above to create a repair cylinder that will become the subsequent second unit, and cuts the front edge of the cylinder. The repair cylinder is bonded to the rear end periphery of the first unit body using an adhesive or the like.
(d) 上記(b),(c)の作業を繰返して、管4の全長に
亘つて直列接続した補修円筒を設置する。(d) Repeat steps (b) and (c) above to install repair cylinders connected in series over the entire length of the pipe 4.
(e) 連続した補修円筒の長さ方向の複数個所に支
抗5を張設する。(e) Install supports 5 at multiple locations along the length of the continuous repair cylinder.
(f) 前記の間隙Gにセメントミルク等の時間経過
により硬化する充填材Sを注入する。(f) A filler S such as cement milk that hardens over time is injected into the gap G.
なお、充填材Sの注入は、複数単位体(例え
ば、2〜3単位体)の補修円筒の組立接合後
に、その前端と後端の補修円筒と管4との間隙
Gを合成樹脂材により閉塞して(後の補修円筒
と管4との間隙Gに注入ホースを挿入する)順
次行うものである。 Note that the filling material S is injected by closing the gap G between the repair cylinder and the pipe 4 at the front and rear ends with a synthetic resin material after assembling and joining multiple units (for example, 2 to 3 units) of the repair cylinder. (inserting the injection hose into the gap G between the repaired cylinder and the pipe 4).
(g) 充填材Sの硬化後に、支抗5を取外す。(g) After the filler S has hardened, remove the support 5.
なお、前記接合部2代えて、各補修板1の接
合部1bを接着剤によつて接着してもよく、ま
た特に大口径の管4の場合には、前記間隙G内
にワイヤーメツシユを配設して管4と補修円筒
とを強固な一体構造とするのが望ましい。 Note that instead of the joint portion 2, the joint portion 1b of each repair plate 1 may be bonded with an adhesive, and especially in the case of a large-diameter pipe 4, a wire mesh may be placed in the gap G. It is desirable to arrange the tube 4 and the repair cylinder to form a strong integral structure.
(効果)
本発明は、補修する管の口径に応じて円周方向
に複数枚に分割した補修板を管内で組立てる方法
であるので、
(a) 従来方法の如く開削工事をすることなく、中
口径以上の管の補修が可能である。(Effects) The present invention is a method for assembling repair plates that are divided into a plurality of pieces in the circumferential direction according to the diameter of the pipe to be repaired. It is possible to repair pipes larger than the caliber.
(b) 従来方法の如くスパイラル製管機の設置を要
せず、補修施工を簡単容易に行うることがで
き、また補修費用も格安となる。(b) Unlike the conventional method, it is not necessary to install a spiral pipe making machine, and repair work can be carried out simply and easily, and repair costs are also low.
第1図は本発明の実施例の説明図、第2図は補
修板の拡大断面側面図、第3図は補修板の接合部
分の拡大断面側面図、第4図は従来例の説明図で
ある。
1……補修板、2……接合部材、4……管、5
……支抗、G……間隙、S……充填材。
Fig. 1 is an explanatory diagram of an embodiment of the present invention, Fig. 2 is an enlarged sectional side view of a repair plate, Fig. 3 is an enlarged sectional side view of a joint part of the repair plate, and Fig. 4 is an explanatory diagram of a conventional example. be. 1...Repair plate, 2...Joining member, 4...Pipe, 5
...Support, G...Gap, S...Filling material.
Claims (1)
れた合成樹脂製にして矩形状の補修板をマンホー
ル内に搬入し、 管内において、管の内周面と間隙を存して前記
各補修板の長手方向の縁辺を連結して補修円筒を
組立て、 該補修円筒を直列接続して管の全長に亘り配設
し、 前記間隙に時間経過により硬化する充填材を注
入する、 ことを特徴とする管の補修方法。[Scope of Claims] 1. A rectangular repair plate made of synthetic resin, which is divided into a plurality of pieces in the circumferential direction according to the diameter of the pipe, is carried into the manhole, and inside the pipe, the repair plate is inserted into the inner peripheral surface of the pipe and the gap. and assemble a repair cylinder by connecting the longitudinal edges of each of the repair plates, connecting the repair cylinders in series and disposing them over the entire length of the pipe, and filling the gap with a filler that hardens over time. A pipe repair method characterized by: injecting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61297654A JPS63152794A (en) | 1986-12-16 | 1986-12-16 | Method of repairing pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61297654A JPS63152794A (en) | 1986-12-16 | 1986-12-16 | Method of repairing pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63152794A JPS63152794A (en) | 1988-06-25 |
| JPH0351956B2 true JPH0351956B2 (en) | 1991-08-08 |
Family
ID=17849389
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61297654A Granted JPS63152794A (en) | 1986-12-16 | 1986-12-16 | Method of repairing pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63152794A (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2511762Y2 (en) * | 1989-12-08 | 1996-09-25 | 積水化学工業株式会社 | Lined existing pipe |
| ATE95259T1 (en) * | 1990-03-29 | 1993-10-15 | Danby Pty Ltd | METHOD OF REMEDIATION AND/OR PROTECTION OF SEWER OR PIPING. |
| JP2602636B2 (en) * | 1994-12-14 | 1997-04-23 | 積水化学工業株式会社 | Existing pipe lining method |
| JP4301420B2 (en) * | 1999-09-08 | 2009-07-22 | 芦森工業株式会社 | Pipe repair method |
| JP4360505B2 (en) * | 1999-09-17 | 2009-11-11 | 芦森工業株式会社 | Pipe repair method |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5641877A (en) * | 1979-09-11 | 1981-04-18 | Nippon Chemical Ind | Furnace wall repairing material |
| JPS599384A (en) * | 1982-07-09 | 1984-01-18 | 窪 盛充 | Method of repair construction of drain pipe |
-
1986
- 1986-12-16 JP JP61297654A patent/JPS63152794A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63152794A (en) | 1988-06-25 |
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