JPH01257013A - Inner surface-lining process of existing tube having branching tube - Google Patents
Inner surface-lining process of existing tube having branching tubeInfo
- Publication number
- JPH01257013A JPH01257013A JP8559188A JP8559188A JPH01257013A JP H01257013 A JPH01257013 A JP H01257013A JP 8559188 A JP8559188 A JP 8559188A JP 8559188 A JP8559188 A JP 8559188A JP H01257013 A JPH01257013 A JP H01257013A
- Authority
- JP
- Japan
- Prior art keywords
- tube
- pipe
- existing
- short
- pad
- 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 abstract description 14
- 239000000463 material Substances 0.000 claims description 7
- 239000012530 fluid Substances 0.000 claims description 5
- 239000000945 filler Substances 0.000 abstract description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 230000032683 aging Effects 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 239000008267 milk Substances 0.000 description 2
- 210000004080 milk Anatomy 0.000 description 2
- 235000013336 milk Nutrition 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 239000013043 chemical agent Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 239000010797 grey water Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229920001084 poly(chloroprene) Polymers 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Casting Or Compression Moulding Of Plastics Or The Like (AREA)
- Lining Or Joining Of Plastics Or The Like (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、老朽化した下水管等の枝管用の分岐口を有す
る既設管を内面ライニングする方法に関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a method for internally lining an existing pipe having a branch port for a branch pipe, such as an aging sewer pipe.
内面腐食や亀裂を生じているような老朽化した既設管の
耐用年数を引き延ばす方策として、従来より既設管を内
面ライニングする方法を採用することがある。この方法
の一つに、短管をつなぎ合わせた長尺の連結体を既設管
の内部に保持させ、上記連結体の内部通路を新設通路と
して利用するものがある。As a measure to extend the service life of aging existing pipes that have internal corrosion or cracks, a method of internally lining the existing pipes has traditionally been adopted. One of these methods is to hold a long connector made of short pipes together inside an existing pipe, and use the internal passage of the connector as a new passage.
一方、既設管の途中に排水管等の枝管が接続されている
ような場合には、従来、既設管の埋設箇所を開削した後
、枝管付き既設管を新たな管と取り替えたり、或いは枝
管の部分を掘削してこの部分のみを新たな管と取り替え
ていた。On the other hand, when a branch pipe such as a drainage pipe is connected in the middle of an existing pipe, conventionally, after excavating the buried part of the existing pipe, the existing pipe with the branch pipe is replaced with a new pipe, or The branch pipe section was excavated and only this section was replaced with a new pipe.
しかし、従来の連結体による内面ライニング方法は、既
設管に枝管が接続されている場合にはその枝管が連結体
の内部通路と連通されないため、そのような枝管付き既
設管を内面ライニングする場合には不向きであった。ま
た、老朽化した既設管を取り替える工事は地面の開削を
伴うことから大掛かりになるという問題があった。However, in the conventional inner lining method using a connecting body, if a branch pipe is connected to an existing pipe, the branch pipe does not communicate with the internal passage of the connecting body. It was not suitable for cases where Additionally, there was a problem in that the construction work to replace aging existing pipes would be large-scale work as it would involve excavation of the ground.
そこで、上述した内面ライニング方法をさらに発展させ
ることにより枝管付き既設管を内面ライニングすること
ができる方法が待望されていた。Therefore, there has been a long-awaited method for further developing the above-mentioned internal lining method to internally line existing pipes with branch pipes.
本発明はこのような事情に鑑みてなされたもので、既設
管に保持された連結体の内部通路とその既設管に連結さ
れている枝管とが簡易な手段で連通される枝管付き既設
管の内面ライニング方法を提供することを目的とする。The present invention has been made in view of the above circumstances, and is an existing pipe with a branch pipe in which the internal passage of a connecting body held in an existing pipe and a branch pipe connected to the existing pipe are communicated by a simple means. It is an object of the present invention to provide a method for lining the inner surface of a pipe.
本発明による枝管付き既設管の内面ライニング方法は、
連結体を構成する複数の短管のうちの少なくとも1つの
短管の管壁に開口を形成すると共に、この短管に貫通孔
を有する中空の可撓性パットをその貫通孔を上記開口に
位置合わせした状態で装着すること、上記パットを装着
した短管を既設管の内部に配置して既設管の分岐口に上
記貫通孔を合致させ、該短管に他の複数の短管を連結し
て連結体を形成すること、上記パットに流体や充填材を
圧入してこのパットを膨らませることにより上記既設管
の分岐口の周囲の管壁と連結体との隙間を密封すること
とを行い、この後に上記連結体を上記既設管に保持させ
るものである。The method for lining the inner surface of an existing pipe with branch pipes according to the present invention includes:
An opening is formed in the tube wall of at least one of the plurality of short tubes constituting the connecting body, and a hollow flexible pad having a through hole is positioned in the short tube with the through hole located in the opening. Place the short pipe with the pad attached inside the existing pipe, align the through hole with the branch port of the existing pipe, and connect multiple other short pipes to the short pipe. forming a connecting body, and sealing the gap between the pipe wall around the branch port of the existing pipe and the connecting body by inflating the pad by pressurizing fluid or filler into the pad. After this, the connecting body is held in the existing pipe.
本発明によると、既設管に保持された連結体の内部通路
が既設管の分岐口を通して枝管と連通される。According to the present invention, the internal passage of the connecting body held by the existing pipe is communicated with the branch pipe through the branch port of the existing pipe.
第1図はまっすぐな枝管付き既設管1の内部に連結体2
が配備された状態を示している。連結体2による内面ラ
イニングの対象となる既設管1には例えば地中に埋設さ
れたヒユーム管よりなる下水管や工場廃液の排出管等の
種々のものがあり、既設管1に接続された枝管3には家
庭雑排水用の排水管等がある。既設管1の内面は上記連
結体2を配備する前にジェット水流を噴射する等の適宜
手段によって洗われ、その内部の固形異物等は事前に取
り除かれている。4.4はマンホールである。Figure 1 shows a connecting body 2 inside an existing pipe 1 with a straight branch pipe.
is shown in the deployed state. There are various types of existing pipes 1 that are subject to inner lining by the connecting body 2, such as sewer pipes made of humid pipes buried underground and discharge pipes for factory waste liquid, and branches connected to the existing pipes 1. Pipe 3 includes a drain pipe for domestic gray water, etc. Before installing the connecting body 2, the inner surface of the existing pipe 1 is washed by appropriate means such as jetting water, and solid foreign matter inside the pipe is removed in advance. 4.4 is a manhole.
連結体2はマンホール4から順次挿入した複数の短管5
・・・を既設管lの内部で連結することによって構成さ
れることが多いが、必ずしも既設管1の内部で連結する
必要はな(、場合によっては既設管1の外部(例えば施
工現場や工場)で短管5を連結して連結体2とし、その
連結体2を既設管1に一端側から挿入してもよい。図示
の短管5は一端側に受口51を備えると共に、他端側に
着口52を備え、受口51に別の短管5の着口52を差
し込むことによって連結され、受口51に保持された弾
力性を有するシールリング(不図示)がこの受口51に
挿入された着口52に圧接して必要な液密性を保つ構成
になっており、その外径は既設管1の内径よりもや−小
さく設定されている。The connecting body 2 includes a plurality of short pipes 5 sequentially inserted from a manhole 4.
... are often constructed by connecting them inside the existing pipe 1, but it is not necessarily necessary to connect them inside the existing pipe 1. ), the short pipes 5 may be connected to form a connecting body 2, and the connected body 2 may be inserted into the existing pipe 1 from one end side. A seal ring (not shown) having elasticity is connected to the socket 51 by inserting the socket 52 of another short pipe 5 into the socket 51. It is configured to maintain the necessary liquid tightness by being pressed against the inlet 52 inserted into the pipe 1, and its outer diameter is set to be slightly smaller than the inner diameter of the existing pipe 1.
連結体2を構成する複数の短管5・・・のうち、枝管3
が連通している既設管1の分岐口11の部分(既設管1
との連結箇所イ)に保持される短管5の管壁には開口5
3(第8図及び第9図参照)が開設されている。また、
この短管5には貫通孔61を有する中空のパット6がそ
の貫通孔61を上記開口53に位置合わせした状態で装
着されている。第7図はパット6を例示したもので、可
撓性を有する素材、例えば柔軟な合成樹脂シートや帆布
や布地にネオプレンゴムや樹脂等を含浸或いは塗布させ
たシート等により構成されている663は充填材圧入用
のチューブを示す。このパット6を管体5に装着する手
段には、例えば第1図に示したように締付バンド62を
用いてパット6を管体5に縛り付ける方法やパット6の
周囲を管体5に接着剤で接合する方法等を採用できる。Among the plurality of short pipes 5 constituting the connecting body 2, the branch pipe 3
The part of the branch port 11 of the existing pipe 1 that communicates with the
There is an opening 5 in the pipe wall of the short pipe 5 held at the connection point a).
3 (see Figures 8 and 9) has been established. Also,
A hollow pad 6 having a through hole 61 is attached to the short tube 5 with the through hole 61 aligned with the opening 53. FIG. 7 shows an example of the pad 6, which is made of a flexible material such as a flexible synthetic resin sheet, canvas, or fabric sheet impregnated or coated with neoprene rubber, resin, etc. The tube for press-fitting the filler material is shown. The pad 6 can be attached to the tube 5 by, for example, binding the pad 6 to the tube 5 using a tightening band 62 as shown in FIG. A method such as bonding with a chemical agent can be adopted.
パット6を装着した短管5を既設管1の内部に配置する
時期は連結体2を構成する前であっても連結体2を構成
した後であってもよい。しかし最も望ましいのは、既設
管1の分岐口11部分にパット6を有する短管5をまず
最初に挿入して、分岐口11と貫通孔61(開口53)
とを合致するように配置し、その後その前後に複数の短
管5・・・を連結するのがよい。The short pipe 5 equipped with the pad 6 may be placed inside the existing pipe 1 either before or after the connecting body 2 is constructed. However, it is most desirable to first insert the short pipe 5 having the pad 6 into the branch port 11 of the existing pipe 1, and then connect the branch port 11 and the through hole 61 (opening 53).
It is preferable to arrange them so that they match, and then connect a plurality of short pipes 5... in front and behind them.
パット6を装着した短管5を既設管1の内部に配置した
後、上記パット6にチューブ63を通して流体や充填材
Cを圧入すると、第8図及び第9図のようにパット6が
膨らんで既設管1の分岐口11の周囲の管壁内面と管体
5の外面に密着し、両者の隙間が密封される。流体Cと
しては、水等の液体や空気等が用いられ、充填材Cとし
てはセメントミルクやエアーモルタルや硬化型合成樹脂
等が用いられるが、硬化して分岐口11の周囲を塞ぐ充
填材が好ましい。なお流体Cを用いるときはパット6の
分岐口11の周囲を接着しておいてもよい。このように
分岐口11の周囲を密封する作業は連結体2を構成する
前におこなっても連結体1を構成した後に行ってもよい
。パット6に充填された硬化型充填材Cはその後に自然
硬化又は加熱硬化される。After placing the short pipe 5 with the pad 6 attached inside the existing pipe 1, when fluid or filler C is press-fitted through the tube 63 into the pad 6, the pad 6 swells as shown in FIGS. 8 and 9. It is in close contact with the inner surface of the tube wall around the branch port 11 of the existing pipe 1 and the outer surface of the tube body 5, and the gap therebetween is sealed. As the fluid C, a liquid such as water, air, etc. is used, and as the filler C, cement milk, air mortar, hardening synthetic resin, etc. are used. preferable. Note that when using the fluid C, the area around the branch port 11 of the pad 6 may be bonded. The work of sealing the area around the branch port 11 in this manner may be performed before or after the connecting body 1 is constructed. The hardening type filler C filled in the pad 6 is then naturally hardened or heated.
パット6により分岐口11の周囲を密封した後、既設管
1の内部に配備された連結体2に第2図のようにチュー
ブ8を挿通し、そのチューブ8を空気圧又は水圧により
膨らませて剛体化させる。このようにするとチューブ3
により短管5,5の連結箇所が曲がっていてもそれがま
っすぐに修正され、連結体1の内部通路に上り勾配を示
す箇所が無くなる利点がある。チューブ3への給気又は
給水は地上から行えばよい。なお、7,7はチューブ8
の保持具を示す。After sealing the area around the branch port 11 with the pad 6, the tube 8 is inserted into the connecting body 2 placed inside the existing pipe 1 as shown in Fig. 2, and the tube 8 is inflated by air pressure or water pressure to become a rigid body. let In this way, tube 3
This has the advantage that even if the connection point between the short pipes 5, 5 is bent, it is straightened, and there is no place in the internal passage of the connection body 1 that shows an upward slope. Air or water may be supplied to the tube 3 from the ground. In addition, 7,7 is tube 8
The holder is shown.
既設管1の内部に配備された連結体2は既設管1に保持
される。連結体2を既設管1に保持させるには、例えば
既設管1と連結体2との間の隙間Sにセメントミルクや
エアーモルタルや接着剤等の充填材を注入する必要があ
るが、既設管1の内部に配備された連結体2は第1図の
ように既設管1の底面上に載置されているため、上記隙
間Sは上部程広く、下部では殆ど隙間が無い状態になる
。The connecting body 2 arranged inside the existing pipe 1 is held by the existing pipe 1. In order to hold the connecting body 2 to the existing pipe 1, it is necessary to inject a filler such as cement milk, air mortar, or adhesive into the gap S between the existing pipe 1 and the connecting body 2, but the existing pipe Since the connecting body 2 disposed inside the tube 1 is placed on the bottom surface of the existing pipe 1 as shown in FIG. 1, the gap S is wider at the upper part, and there is almost no gap at the lower part.
従ってこの状態から充填材を隙間Sに入れると、連結体
2の周囲に均一に充填材が入らないといった不都合を生
じる。このような不都合を解消できる手段の一例を次に
説明する。なお、この例において、連結体2はFRP製
の短管を連結した軽量のものが用いられている。Therefore, if the filler is put into the gap S in this state, there will be a problem that the filler will not be uniformly placed around the connecting body 2. An example of means for resolving such inconveniences will be described next. In this example, the connecting body 2 is a lightweight one made by connecting short pipes made of FRP.
まず、第4図のように上記隙間Sに所要量の充填材りを
圧入することにより連結体2を既設管1の内部で充填材
Cの上に浮かせて連結体2を既設管1と同心状に配置さ
せ、充填材Cの硬化後に残りの隙間Sに充填材りを圧太
し、その充填材りを硬化させて第6図のように連結体2
を既設管1に同心状に保持させる。このように充填材C
を二回に分けて充填すると、二回目の充填によって連結
体2がさらに浮き上がることが懸念されるが、この点は
例えば連結体2に挿通したチューブ3をそのまま残して
おき、第5図のようにこのチューブ3に注入した水Wの
重みを付加することによって連結体2の浮き上がりを防
ぐことが可能である。First, as shown in FIG. 4, by press-fitting a required amount of filler material into the gap S, the connecting body 2 is floated on top of the filler C inside the existing pipe 1, and the connecting body 2 is placed concentrically with the existing pipe 1. After the filler C has hardened, filler material is compressed into the remaining gap S, and the filler material is hardened to form the connecting body 2 as shown in FIG.
are held concentrically with the existing pipe 1. In this way, filler C
If you fill the tube twice, there is a concern that the second filling will cause the connecting body 2 to rise further. By adding the weight of the water W injected into the tube 3, it is possible to prevent the connecting body 2 from floating up.
なお、第3図のように充填材注入前に上記隙間Sにスペ
ーサ9を介在して連結体2を既設管1と同心状に仮保持
させておいてもよい。Note that, as shown in FIG. 3, the connecting body 2 may be temporarily held concentrically with the existing pipe 1 by interposing a spacer 9 in the gap S before injecting the filler material.
上述した実施例はまっすぐな枝管付き既設管1にまっす
ぐな連結体2を内面ライニングする場合についてのもの
であるけれども、本発明は曲がって敷設されている枝管
付き既設管に内面ライニングする場合についても同様に
適用できる。Although the embodiments described above relate to the case where a straight connecting body 2 is lined on the inner surface of an existing pipe 1 with a straight branch pipe, the present invention is applicable to the case where an existing pipe with a branch pipe installed in a curved manner is lined with the inner surface. The same applies to
以上のように、本発明によると、枝管付き既設管を内面
ライニングしたときに、ライニング層を形成する連結体
によって形成される新設通路が枝管と連通されるため、
従来のように既設管の埋設箇所を開削することな(簡単
に枝管付き既設管を補修することが可能になる。As described above, according to the present invention, when an existing pipe with a branch pipe is internally lined, the new passage formed by the connecting body forming the lining layer is communicated with the branch pipe.
It is now possible to easily repair existing pipes with branch pipes without having to excavate the buried location of the existing pipes as in the past.
第1図は既設管の内部に連結体を配備した状態、第2図
はパットを膨らませた状態をそれぞれ示す縦断側面図、
第3〜6図は既設管の内部に連結体を配備してから連結
体を既設管に保持させるまでの一連の工程を示す縦断正
面図、第7図はパットを例示した概略斜視図、第8図は
第2図の要部を拡大した縦断側面図、第9図は第2図の
要部拡大した縦断正面図である。
■・・・既設管、2・・・連結体、3・・・枝管、5・
・・短管、6・・・パット、11・・・分岐口、53・
・・開口、61・・・貫通孔、イ・・・連結箇所、C・
・・硬化型充填材、S・・・隙間。
特許出願人 タキロン株式会社
第2図
第3□ 第4図
第7図
第8図Fig. 1 is a longitudinal side view showing the state in which the connecting body is installed inside the existing pipe, and Fig. 2 is the state in which the pad is inflated.
Figures 3 to 6 are longitudinal sectional front views showing a series of steps from disposing the connecting body inside the existing pipe to holding the connecting body in the existing pipe, Figure 7 is a schematic perspective view illustrating the pad, and Figure 7 is a schematic perspective view illustrating the pad. 8 is an enlarged longitudinal sectional side view of the main part of FIG. 2, and FIG. 9 is an enlarged longitudinal sectional front view of the main part of FIG. 2. ■... Existing pipe, 2... Connector, 3... Branch pipe, 5...
... Short pipe, 6... Pat, 11... Branch, 53.
...Opening, 61...Through hole, A...Connection point, C.
...Curing filler, S...Gap. Patent applicant Takiron Co., Ltd. Figure 2 Figure 3 □ Figure 4 Figure 7 Figure 8
Claims (1)
体を保持させるライニング方法であって、少なくとも1
つの短管の管壁に開口を形成すると共に、この短管に貫
通孔を有する中空の可撓性パットをその貫通孔を上記開
口に位置合わせした状態で装着すること、上記パットを
装着した短管を既設管の内部に配置して既設管の分岐口
に上記貫通孔を合致させ、該短管に他の複数の短管を連
結して連結体を構成すること、上記パットに流体や充填
材を圧入してこのットを膨らませることにより上記既設
管の分岐口の周囲の管壁と連結体との隙間を密封するこ
ととを行い、この後に上記連結体を上記既設管に保持さ
せることを特徴とする枝管付き既設管の内面ライニング
方法。1. A lining method for holding a plurality of short pipe connections in an existing pipe having a branch port for a branch pipe, the method comprising at least one
forming an opening in the pipe wall of one short tube, and attaching a hollow flexible pad having a through hole to the short tube with the through hole aligned with the opening; Arranging the pipe inside the existing pipe, aligning the through hole with the branch port of the existing pipe, and connecting a plurality of other short pipes to the short pipe to form a connected body, and filling the pad with fluid or filling. The gap between the pipe wall around the branch port of the existing pipe and the connecting body is sealed by press-fitting the material and inflating the kit, and after this, the connecting body is held in the existing pipe. A method for lining the inner surface of an existing pipe with branch pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8559188A JP2537383B2 (en) | 1988-04-06 | 1988-04-06 | Inner surface lining method for existing pipe with branch pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8559188A JP2537383B2 (en) | 1988-04-06 | 1988-04-06 | Inner surface lining method for existing pipe with branch pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01257013A true JPH01257013A (en) | 1989-10-13 |
| JP2537383B2 JP2537383B2 (en) | 1996-09-25 |
Family
ID=13863060
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8559188A Expired - Lifetime JP2537383B2 (en) | 1988-04-06 | 1988-04-06 | Inner surface lining method for existing pipe with branch pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2537383B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007176096A (en) * | 2005-12-28 | 2007-07-12 | Tokyo Gas Co Ltd | Pipeline lining method |
| JP2014001785A (en) * | 2012-06-18 | 2014-01-09 | Sekisui Chem Co Ltd | Reclaiming method of existent pipe |
-
1988
- 1988-04-06 JP JP8559188A patent/JP2537383B2/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007176096A (en) * | 2005-12-28 | 2007-07-12 | Tokyo Gas Co Ltd | Pipeline lining method |
| JP2014001785A (en) * | 2012-06-18 | 2014-01-09 | Sekisui Chem Co Ltd | Reclaiming method of existent pipe |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2537383B2 (en) | 1996-09-25 |
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