JPS63152794A - Method of repairing pipe - Google Patents
Method of repairing pipeInfo
- Publication number
- JPS63152794A JPS63152794A JP61297654A JP29765486A JPS63152794A JP S63152794 A JPS63152794 A JP S63152794A JP 61297654 A JP61297654 A JP 61297654A JP 29765486 A JP29765486 A JP 29765486A JP S63152794 A JPS63152794 A JP S63152794A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- repair
- manhole
- gap
- diameter
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims description 13
- 229920003002 synthetic resin Polymers 0.000 claims description 6
- 239000000057 synthetic resin Substances 0.000 claims description 6
- 239000000945 filler Substances 0.000 claims description 5
- 230000002093 peripheral effect Effects 0.000 claims description 4
- 239000000463 material Substances 0.000 description 10
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
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 (for example, 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 of inserting and arranging a synthetic resin product (for example, a molded product made of hard vinyl chloride resin material) into a pipe to form a double pipe; the above products include (a) products 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
り管内に入っ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った。By the way, in the method (a) above, the worker enters the pipe through the manhole, so it requires great skill and effort to finish the repair material uniformly in a bad working environment, and it also requires a lot of time and effort to finish the repair material evenly in a bad working environment. 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。Furthermore, in the methods (b) to (a), as shown in FIG. 4, the repair pipe 11 is carried into the manhole 10, and inside the pipe 12, the worker inspects the rear end peripheral surface of the repair pipe 11. and the front end circumferential surface of the subsequent repair pipe 11 are sequentially joined to the front of the pipe 12, and the required number of repair pipes 11 connected in series are connected to the pipe 12.
It is installed inside.
よって、補修管11の外径がマンホール10の内径より
大きい場合にはく補修される管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
あった。Therefore, when 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),
Since it is necessary to excavate a portion of the buried pipe 12, traffic regulations and the like are required, resulting in an increase in 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っ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 made into a spiral pipe by a spiral pipe making machine installed inside the manhole.
よって、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
あった。Therefore, since a continuous spiral pipe is created inside the manhole, the trouble of mutually joining the pipes as in the case of repair pipes can be saved, but if the outer diameter of the spiral pipe is large (the diameter of the pipe to be repaired is large), the spiral pipe Since the pipe making machine is also large, excavation is required to install the pipe making machine, which poses a 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った。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、円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 circumferential surface of the pipe 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と同一方向にほぼ口字状の接合部1bが突出
成形されている。On one side of the repair plate 1, a plurality of ribs 1a are formed to protrude in parallel to the width direction, and at both ends in the length direction, approximately mouth-shaped joints are formed in the same direction as the ribs 1a. 1b is protrudingly molded.
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、水密用のバッキング3を介して口字状の
接合部材2(合成樹脂材上りなる)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。Then, as shown in FIG. 3, a mouth-shaped joint member 2 (made of synthetic resin material) is elastically fitted into each joint portion 1b of the adjacent repair plate 1 through a watertight backing 3. together,
It connects 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に前記バッキング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 Figure 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. Then, the joint member 2 is fitted to the joint portions 1b at both ends in the length direction via the backing 3, and assembled into a circular shape, thereby creating a repair cylinder serving as a first unit at the front of the tube 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(ハ)の作業によって後続の第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, and again performs the work in (c) above to create a repair cylinder that will become the subsequent second unit, and attaches the front edge of the cylinder to the previous one. 1
Glue it to the rear edge of the repair cylinder of the unit unit using adhesive or the like.
(d) 上記(b)(C)の作業を繰返して、管4の
全長に亘って直列接続した補修円筒を設置する。(d) Repeat the operations in (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
杭5を張設する。(e) Install support piles 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
(後端の補修円筒と管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 filler S is injected in multiple units (for example, 2 to 3 units).
After assembling and joining the repair cylinder of the unit unit), the gap G between the repair cylinder and the pipe 4 at its front and rear ends is closed with a synthetic resin material (an injection hose is inserted into the gap G between the repair cylinder at the rear end and the pipe 4). (insert)).
(g) 充填材Sの硬化後に、支杭5を取外す。(g) After the filler S hardens, the support pile 5 is removed.
なお、前記接合部材2に代えて、各補修板1の接合部1
bを接着剤によって接着してもよく、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ュを配
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。In addition, in place of the joining member 2, the joining part 1 of each repair plate 1
b may be bonded with an adhesive, or in the case of a particularly large-diameter pipe 4, a wire mesh may be provided within the gap G to form a strong integral structure between the pipe 4 and the repair cylinder. is desirable.
(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) Since the present invention is a method of assembling repair plates that are divided into multiple pieces in the circumferential direction according to the diameter of the pipe to be repaired, within the pipe, (a) there is no need for excavation work as in conventional methods; It is possible to repair pipes of medium diameter or larger.
ら)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ろことができ、また補修費用
も格安となる。) Unlike conventional methods, it does not require the installation of a spiral pipe making machine,
Repair work can be carried out easily and repair costs are also low.
第1図は本発明の詳細な説明図、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・
・・支杭、G・・・間隙、S・・・充填材。Fig. 1 is a detailed explanatory diagram 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. . DESCRIPTION OF SYMBOLS 1... Repair plate, 2... Joining member, 4... Pipe, 5...
...Support pile, G...Gap, S...Filling material.
Claims (1)
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。[Claims] 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 is carried into the manhole, and inside the pipe, the inner peripheral surface of the pipe and the gap are fixed. and then assemble a repair cylinder by connecting the longitudinal edges of each of the repair plates, connect the repair cylinders in series and arrange them over the entire length of the pipe, and inject a filler that hardens over time into the gap. A pipe repair method characterized by:
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 true JPS63152794A (en) | 1988-06-25 |
JPH0351956B2 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) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0381495U (en) * | 1989-12-08 | 1991-08-20 | ||
JPH03282095A (en) * | 1990-03-29 | 1991-12-12 | Danby Pty Ltd | Method of repairing and protecting sewer pipe |
JPH07285175A (en) * | 1994-12-14 | 1995-10-31 | Sekisui Chem Co Ltd | Lining construction method of existing pipe |
JP2001082675A (en) * | 1999-09-08 | 2001-03-30 | Ashimori Ind Co Ltd | Repairing method of conduit |
JP2001082677A (en) * | 1999-09-17 | 2001-03-30 | Ashimori Ind Co Ltd | Repairing method of conduit |
Citations (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
Patent Citations (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 |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0381495U (en) * | 1989-12-08 | 1991-08-20 | ||
JPH03282095A (en) * | 1990-03-29 | 1991-12-12 | Danby Pty Ltd | Method of repairing and protecting sewer pipe |
JPH07285175A (en) * | 1994-12-14 | 1995-10-31 | Sekisui Chem Co Ltd | Lining construction method of existing pipe |
JP2001082675A (en) * | 1999-09-08 | 2001-03-30 | Ashimori Ind Co Ltd | Repairing method of conduit |
JP2001082677A (en) * | 1999-09-17 | 2001-03-30 | Ashimori Ind Co Ltd | Repairing method of conduit |
Also Published As
Publication number | Publication date |
---|---|
JPH0351956B2 (en) | 1991-08-08 |
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