JPS6044123B2 - Resin lining method for buried pipes - Google Patents
Resin lining method for buried pipesInfo
- Publication number
- JPS6044123B2 JPS6044123B2 JP14327881A JP14327881A JPS6044123B2 JP S6044123 B2 JPS6044123 B2 JP S6044123B2 JP 14327881 A JP14327881 A JP 14327881A JP 14327881 A JP14327881 A JP 14327881A JP S6044123 B2 JPS6044123 B2 JP S6044123B2
- Authority
- JP
- Japan
- Prior art keywords
- laminated sheet
- buried pipe
- felt
- lining
- flat
- 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
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C63/00—Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor
- B29C63/26—Lining or sheathing of internal surfaces
- B29C63/34—Lining or sheathing of internal surfaces using tubular layers or sheathings
- B29C63/343—Lining or sheathing of internal surfaces using tubular layers or sheathings the tubular sheathing having a deformed non-circular cross-section prior to introduction
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C49/00—Blow-moulding, i.e. blowing a preform or parison to a desired shape within a mould; Apparatus therefor
- B29C49/24—Lining or labelling
- B29C49/26—Lining or labelling inner lining of tubes
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C63/00—Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor
- B29C63/0017—Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor characterised by the choice of the material
- B29C63/0021—Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor characterised by the choice of the material with coherent impregnated reinforcing layers
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Mechanical Engineering (AREA)
- Lining Or Joining Of Plastics Or The Like (AREA)
Description
【発明の詳細な説明】 この発明は埋設管の樹脂内張り方法に関する。[Detailed description of the invention] This invention relates to a method for lining buried pipes with resin.
下水管、上水管、ガス管、その他の流体管などの地下埋
設管の内部に、熱硬化性樹脂液を含浸させた筒状のフェ
ルトを扁平状に折り畳んだ状態で導入し、該扁平状フェ
ルト内に空気を圧入して埋設管内壁に密着するよう円筒
状に膨らませ、しかるのち放置するかもしくは熱風を吹
き込んで樹脂液を硬化させて、埋設管を熱硬化性樹脂て
内張りする方法が知られている(特開昭49−1199
71号公報参照)。上記公知の方法は、両端を密封した
状態の扁平状フェルトに空気を圧入して円筒状に膨らま
せるものであるから、扁平状フェルトは全長にわたつて
一気に膨張される。従つてフェルトを膨らませた際に、
埋設管内壁と円筒状フェルトの外面との間に、埋設管内
にある水や空気が残留し、このため硬化せるフェルトが
埋設管内壁に十分に固着されないという問題があつた。
この発明は、上記の問題を解決するために、扁平状フェ
ルトを空気圧入側から徐々に膨らませるようにしたもの
である。すなわちこの発明は、熱硬化性樹脂液が含浸さ
れたフェルト、該フェルトの少なくとも内面に重ね合わ
せたプラスチックフィルムとからなる断面無端状の積層
シートを扁平状にして埋設管内に導入し、該扁平状積層
シートを、近接せる幅方向の2本のローラからなる密封
具の間隙に通し、上記″積層シートの一端から流体を圧
入しながら上記密封具を他端側に移動させて積層シート
を流体圧入側から他端側に向けて円筒状に膨らませて埋
設管内壁に密着させ、しかるのち上記熱硬化性樹脂を硬
化させることを特徴とする埋設管の樹脂内張り、方法で
ある。この発明の実施例を図面によつて説明すると、第
1図は扁平状の積層シートの切断正面図であり、熱硬化
性樹脂液を含浸したフェルト1の内面に内側ポリエチレ
ンフィルム2を、外面に外側ポりエチレンフィルム3を
それぞれ重ね合わせて断面無端状に形成した扁平状積層
シートAを示す。A cylindrical felt impregnated with a thermosetting resin liquid is folded into a flat shape and introduced into underground pipes such as sewage pipes, water pipes, gas pipes, and other fluid pipes. There is a known method of lining the buried pipe with thermosetting resin by pressurizing air into the pipe to inflate it into a cylindrical shape so that it adheres tightly to the inner wall of the pipe, and then leaving it to stand or blowing hot air to harden the resin liquid. (Unexamined Japanese Patent Publication No. 49-1199)
(See Publication No. 71). In the above-mentioned known method, air is inflated into a cylindrical shape by injecting air into a flat felt whose both ends are sealed, so that the flat felt is expanded all at once over its entire length. Therefore, when the felt is inflated,
There was a problem in that water and air in the buried pipe remained between the inner wall of the buried pipe and the outer surface of the cylindrical felt, and as a result, the hardening felt was not sufficiently fixed to the inner wall of the buried pipe.
In order to solve the above-mentioned problem, the present invention is such that the flat felt is gradually inflated from the air injection side. That is, the present invention involves flattening a laminated sheet with an endless cross section consisting of a felt impregnated with a thermosetting resin liquid and a plastic film superimposed on at least the inner surface of the felt, and introducing the flattened sheet into a buried pipe. The laminated sheet is passed through a gap between two sealing devices in the width direction that are placed close to each other, and while fluid is being press-fitted from one end of the laminated sheet, the sealing device is moved to the other end to fluid-press the laminated sheet. A method and method for lining a buried pipe with resin, which is characterized in that the thermosetting resin is inflated into a cylindrical shape from one side to the other end to make it tightly adhere to the inner wall of the buried pipe, and then the thermosetting resin is cured.Embodiments of the present invention To explain this using drawings, Fig. 1 is a cut front view of a flat laminated sheet, in which an inner polyethylene film 2 is placed on the inner surface of a felt 1 impregnated with a thermosetting resin liquid, and an outer polyethylene film is placed on the outer surface. 3 is stacked on top of each other to form an endless cross-section.
第2図において、4は埋設管、5は後側マンホール、6
は前側マンホールであり、7は上記扁平状積層シートA
の後端に接した接合管で、接合管7の後端はフランジ8
で密封され、フランジ8には圧入管9が接続、開口され
ている。扁平状積層シートAの前端は密封されており、
ローブ10が接続されている。第3図はこの発明に使用
する密封具11の一例を示し、前部12aをやや上方に
湾曲させたスケート状の基脚12に、前側支持棒13、
および前側支持棒13より長い後側支持棒14を立設し
、前側支持棒13の上端に取付けた軸受け15に前ロー
ラ16が、後側支持棒14の上端に上下方向に取付けた
軸受け17,18に間隙をもつて上下2段の後ローラ1
9,20が、それぞれ回転自在に架設されている。In Figure 2, 4 is a buried pipe, 5 is a rear manhole, and 6 is a buried pipe.
is the front manhole, and 7 is the flat laminated sheet A mentioned above.
The rear end of the joint pipe 7 is connected to the flange 8.
A press-fit pipe 9 is connected to the flange 8 and opened. The front end of the flat laminated sheet A is sealed,
Lobe 10 is connected. FIG. 3 shows an example of the sealing device 11 used in the present invention, in which a skate-shaped base leg 12 with a front portion 12a curved slightly upward, a front support rod 13,
A rear support rod 14, which is longer than the front support rod 13, is erected, a front roller 16 is mounted on a bearing 15 attached to the upper end of the front support rod 13, a bearing 17 is attached vertically to the upper end of the rear support rod 14, Rear roller 1 in two stages, upper and lower, with a gap at 18
9 and 20 are installed rotatably.
そして上記密封具11は、第4図に示すように、後ロー
ラ19,20の間隙が埋設管4の水平中心線より稍下方
に位置して、埋設管4の軸方向に対して直角に、かつ水
平になるように埋設管4の下半部壁に配置される。そし
て密封具11は、基脚12の前部12aに結合した引張
りローブ21によつて前方へ引張られて矢印P方向に移
動される。上記の構造において、扁平状積層シートAの
前端を後側マンホール5から導入し、扁平状積層シート
Aの前端に結合したローブ10を前側マンホール6側か
ら引張つて、扁平状積層シートAを前、後側マンホール
5,6間の埋設管4の底壁に.沿つて伸はして配置する
。As shown in FIG. 4, the sealing device 11 is arranged so that the gap between the rear rollers 19 and 2 is located slightly below the horizontal center line of the buried pipe 4, and is perpendicular to the axial direction of the buried pipe 4. And it is arranged on the lower half wall of the buried pipe 4 so as to be horizontal. The sealing device 11 is then pulled forward by the pulling lobe 21 coupled to the front portion 12a of the base leg 12 and moved in the direction of arrow P. In the above structure, the front end of the flat laminated sheet A is introduced from the rear manhole 5, the lobe 10 connected to the front end of the flat laminated sheet A is pulled from the front manhole 6 side, and the flat laminated sheet A is inserted into the front side. On the bottom wall of the buried pipe 4 between the rear manholes 5 and 6. Stretch it along and place it.
この際、密封具11は埋設管4の後部に位置し、扁平状
積層シートAは、密封具11の後ローラ19,20の間
に形成された間隙に通され、前ローラ16の下面に接触
して埋設管4の底壁に載置されている(この状態.は図
示されていない)。次いで接合管7のフランジ8に接続
している圧入管9から0.2〜0.3k9/Clt(ケ
ージ圧)の空気を圧入すると共に、密封具11の前端に
接続した引張りローブ21の前側マンホール6から矢印
P方向に引張つて徐々に前側マ・ンホール6に移動させ
ると、後ローラ19,20の間隙に通された扁平状積層
シートAの部分A1は、後ローラ19,20によつて膨
張が阻害され、かつ下段の後ローラ19が矢印P方向へ
移動する際の圧接力によつて密封されるので、第2図に
示すように、積層シートの、後端から後ローラ19,2
0に至るまでの積層シートの部分は上記の圧入空気によ
つて膨張されて、埋設管4の内壁に密着した円筒状積層
シートBが形成される。そして上記密封具11が扁平状
積層シートAの前端にまで移動されたとき、円筒状積層
シートBが埋設管4の内壁全面に密着される。次いで上
記圧入管9から30〜70℃の熱風を円筒状積層シート
B内”に吹き込んで、フェルト1に含浸された熱硬化性
樹脂液を硬化させ、埋設管4内壁に熱硬化性樹脂が内張
りされるのである。その後、円筒状積層シートBの前後
部は適宜に切断されて、埋設管4の内張り工程は完了す
る。この発明に使用される密封具11は、上下に近接さ
れた2本の後ローラ19,20の間隙によつて扁平状積
層シートAの膨張が阻害されるものであるが、上記前ロ
ーラ16と下段の後ローラ19との位置関係は、扁平状
積層シートAが後ローラ19上面に接触する部分A1に
おいて、密封具11が矢印P方向にに移動されるときの
圧接力によつて上記部分A1が密封されるものであり、
上記部分A1から円筒状積層シートBに圧入された圧力
空気が前方の扁平状積層シートA内に洩れるようなもの
であつてはならない。At this time, the sealing tool 11 is located at the rear of the buried pipe 4, and the flat laminated sheet A is passed through the gap formed between the rear rollers 19 and 20 of the sealing tool 11, and comes into contact with the lower surface of the front roller 16. It is placed on the bottom wall of the buried pipe 4 (this state is not shown). Next, air of 0.2 to 0.3 k9/Clt (cage pressure) is press-fitted from the press-fit pipe 9 connected to the flange 8 of the joint pipe 7, and the front manhole of the tension lobe 21 connected to the front end of the sealing device 11 is injected. 6 and gradually move it to the front manhole 6 by pulling it in the direction of arrow P, the portion A1 of the flat laminated sheet A passed through the gap between the rear rollers 19 and 20 is expanded by the rear rollers 19 and 20. is obstructed, and is sealed by the pressing force when the lower rear roller 19 moves in the direction of arrow P. As shown in FIG.
The portion of the laminated sheet up to 0 is expanded by the above-mentioned pressurized air, and a cylindrical laminated sheet B that is in close contact with the inner wall of the buried pipe 4 is formed. When the sealing member 11 is moved to the front end of the flat laminated sheet A, the cylindrical laminated sheet B is brought into close contact with the entire inner wall of the buried pipe 4. Next, hot air of 30 to 70° C. is blown into the cylindrical laminated sheet B from the press-fit tube 9 to harden the thermosetting resin liquid impregnated in the felt 1, and the inner wall of the buried tube 4 is lined with the thermosetting resin. Thereafter, the front and rear parts of the cylindrical laminated sheet B are cut as appropriate, and the process of lining the buried pipe 4 is completed. The expansion of the flat laminated sheet A is inhibited by the gap between the rear rollers 19 and 20, but the positional relationship between the front roller 16 and the lower rear roller 19 is such that the flat laminated sheet A is In the portion A1 that contacts the upper surface of the roller 19, the portion A1 is sealed by the pressure contact force when the sealing tool 11 is moved in the direction of arrow P,
The pressurized air press-fitted into the cylindrical laminated sheet B from the portion A1 must not leak into the flat laminated sheet A in front.
しかし密封具11の構造は上記実施例に限定されるもの
ではなく、たとえば上記後ローラ19,20の間隙を小
さくし圧入空気が前方の扁平状積層シートA内に洩れな
い場合は前ローラ16を省略してもよい。また、上記後
ローラ19,20は水平方向に並列して設けてもよい。
また前ローラ16、後ローラ19,20の両端にフラン
ジ部を設けて密封具11が前方へ移動する際に扁平状積
層シートAが上記ローラ端部から外れないようにしても
よい。更に前後の軸受け15,17は、上面が前方下向
けに傾斜した1個のブラケットに支持されないようにし
、支持棒13,14を省略してもよい。扁平状積層シー
トAは、公知の方法によつて製造されるものであるが、
その外面のプラスチックフィルムは省略してもよい。However, the structure of the sealing member 11 is not limited to the above embodiment. For example, if the gap between the rear rollers 19 and 20 is made small to prevent pressurized air from leaking into the flat laminated sheet A in front, the front roller 16 may be used. May be omitted. Furthermore, the rear rollers 19 and 20 may be provided in parallel in the horizontal direction.
Further, flanges may be provided at both ends of the front roller 16 and rear rollers 19, 20 to prevent the flat laminated sheet A from coming off the ends of the rollers when the sealing member 11 moves forward. Furthermore, the front and rear bearings 15 and 17 may be configured so that they are not supported by a single bracket whose upper surface is inclined forward and downward, and the support rods 13 and 14 may be omitted. The flat laminated sheet A is manufactured by a known method, but
The plastic film on its outer surface may be omitted.
ただし外側プラスチックフィルムを省略した場合は、フ
ェルトに含浸された熱硬化性樹脂液が他のものに付着し
易いのでその取扱いに注意を要する。また円筒状積層シ
ートBを埋設管4内壁に固着したのちは、内側プラスチ
ツクフイルム3を剥離して取外してもよい。以上説明し
たようにこの発明の方法は、密封具を移動させながら円
筒状積層シートを形成するものであるから、円筒状積層
シート外面と埋設管内壁との間に空気、水が残留するこ
とがなく、その結果埋設管内壁の熱硬化性樹脂の内張り
が強固にできるのである。However, if the outer plastic film is omitted, the thermosetting resin liquid impregnated into the felt tends to adhere to other objects, so care must be taken when handling it. Further, after the cylindrical laminated sheet B is fixed to the inner wall of the buried pipe 4, the inner plastic film 3 may be peeled off and removed. As explained above, in the method of the present invention, a cylindrical laminated sheet is formed while moving the sealing tool, so air and water are not likely to remain between the outer surface of the cylindrical laminated sheet and the inner wall of the buried pipe. As a result, the thermosetting resin lining on the inner wall of the buried pipe can be made stronger.
第1図は扁平状積層シートの切断正面図、第2図はこの
発明を説明するための切断側面図、第3図はこの発明に
使用される密封具の一例を示す斜視図、第4図は第2図
の■−■線切断正面図である。
1:フエルト、3:内側プラスチックフィルム、4:埋
設管、11:密封具、19,20:後ローラ、21:引
張りローブ、A:扁平状積層シート、B:円筒状積層シ
ート。FIG. 1 is a cut front view of a flat laminated sheet, FIG. 2 is a cut side view for explaining this invention, FIG. 3 is a perspective view showing an example of a sealing device used in this invention, and FIG. 4 2 is a front view taken along the line ■-■ in FIG. 2. 1: felt, 3: inner plastic film, 4: buried pipe, 11: sealing tool, 19, 20: rear roller, 21: tension lobe, A: flat laminated sheet, B: cylindrical laminated sheet.
Claims (1)
トの少なくとも内面に重ね合わせたプラスチックフィル
ムとからなる断面無端状の積層シートを扁平状にして埋
設管内に導入し、該扁平状積層シートを、近接せる幅方
向の2本のローラからなる密封具の間隙に通し、上記積
層シートの一端から流体を圧入しながら上記密封具を他
端側に移動させて積層シートを流体圧入側から他端側に
向けて円筒状に膨らませて埋設管内壁に密着させ、しか
るのち上記熱硬化性樹脂を硬化させることを特徴とする
埋設管の樹脂内張り方法。 2 プラスチックフィルムがポリエチレンフィルムであ
る特許請求の範囲第1項に記載の埋設管の樹脂内張り方
法。 3 フェルトの両面にプラスチックフィルムが重ね合わ
されている特許請求の範囲第1項または第2項に記載の
埋設管の樹脂内張り方法。 4 扁平状積層シート内に圧入される流体が空気である
特許請求の範囲第1項ないし第3項のいずれかに記載の
埋設管の樹脂内張り方法。[Scope of Claims] 1. A laminated sheet with an endless cross section consisting of felt impregnated with a thermosetting resin liquid and a plastic film overlaid on at least the inner surface of the felt is flattened and introduced into a buried pipe, The flat laminated sheet is passed through a gap between two sealing devices in the width direction that are placed close to each other, and while fluid is injected from one end of the laminated sheet, the sealing device is moved to the other end to seal the laminated sheet. A method for lining a buried pipe with resin, which comprises inflating it into a cylindrical shape from a fluid injection side toward the other end to bring it into close contact with the inner wall of the buried pipe, and then hardening the thermosetting resin. 2. The method for lining a buried pipe with resin according to claim 1, wherein the plastic film is a polyethylene film. 3. The method for lining a buried pipe with resin according to claim 1 or 2, wherein a plastic film is superimposed on both sides of the felt. 4. The method for lining a buried pipe with resin according to any one of claims 1 to 3, wherein the fluid press-fitted into the flat laminated sheet is air.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14327881A JPS6044123B2 (en) | 1981-09-10 | 1981-09-10 | Resin lining method for buried pipes |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14327881A JPS6044123B2 (en) | 1981-09-10 | 1981-09-10 | Resin lining method for buried pipes |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5845022A JPS5845022A (en) | 1983-03-16 |
JPS6044123B2 true JPS6044123B2 (en) | 1985-10-02 |
Family
ID=15335014
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14327881A Expired JPS6044123B2 (en) | 1981-09-10 | 1981-09-10 | Resin lining method for buried pipes |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6044123B2 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SE435866B (en) * | 1983-04-06 | 1984-10-22 | Vj System Ab | PROCEDURE AND DEVICE FOR LINING OF PIPES, WITH A FLEXIBLE, HARDENABLE PLASTIC CONTAINING HOSE |
JPS61274026A (en) * | 1985-05-30 | 1986-12-04 | タキロン株式会社 | Lining method |
JPS63165123A (en) * | 1986-12-26 | 1988-07-08 | Japan Steel & Tube Constr Co Ltd | Method for lining inner surface of pipe |
CN112917890B (en) * | 2021-01-25 | 2022-07-22 | 宜宾天亿新材料科技有限公司 | PVC-O pipe fitting full-coating film pasting method |
-
1981
- 1981-09-10 JP JP14327881A patent/JPS6044123B2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS5845022A (en) | 1983-03-16 |
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