JPH0814347B2 - Old pipe rehabilitation method - Google Patents

Old pipe rehabilitation method

Info

Publication number
JPH0814347B2
JPH0814347B2 JP63015381A JP1538188A JPH0814347B2 JP H0814347 B2 JPH0814347 B2 JP H0814347B2 JP 63015381 A JP63015381 A JP 63015381A JP 1538188 A JP1538188 A JP 1538188A JP H0814347 B2 JPH0814347 B2 JP H0814347B2
Authority
JP
Japan
Prior art keywords
pipe
hose
aged
agent
rehabilitation
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
Application number
JP63015381A
Other languages
Japanese (ja)
Other versions
JPH01193489A (en
Inventor
直機 北橋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP63015381A priority Critical patent/JPH0814347B2/en
Publication of JPH01193489A publication Critical patent/JPH01193489A/en
Publication of JPH0814347B2 publication Critical patent/JPH0814347B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は老朽管の内面へ更生管を挿入して、老朽管
を更生する工法において、汚水枡に接続された老朽管の
分岐管から裏込め剤を注入するホースを挿入した後、該
ホースより老朽管とその内面に挿入された更生管との間
隙に、裏込め剤を充填するという分岐管を利用した老朽
管の更生工法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention is a method of inserting a rehabilitating pipe into the inner surface of an aged pipe to rehabilitate the aged pipe. The present invention relates to a method for rehabilitating an aged pipe using a branch pipe in which a hose for injecting a filler is inserted and then a gap between the aged pipe and the rehabilitating pipe inserted into the inner surface of the hose is filled with a backfill.

(従来の技術) 老朽化した管理の更生工法として、従来から道路を開
削して新管へ取替える工法が一般的に行われてきたが、
交通の過密化、騒音・振動の防止、工期の短縮、施工費
用の削減等の観点から、最近では老朽管を除去せずに、
その内面に若干径小な更生管を挿入した後、老朽管と更
生管との間隙に裏込め剤を充填する更生工法が主力にな
りつつある。実際には、マンホールとマンホールとの間
を更生工事の施工単位として、老朽管より若干径小な更
生管を老朽管内面に挿入し、老朽管両管端の開口部を密
閉した後、老朽管と更生管との間隙に、いずれか一方の
管端側(他の管端側にはエアー抜き孔を設ける)より、
裏込め剤をホース等により注入して、この間隙全体を充
填する工法が行われている。
(Prior Art) As a rehabilitation method for aging management, a method of excavating a road and replacing it with a new pipe has been generally used.
From the viewpoint of overcrowding of traffic, prevention of noise and vibration, shortening of construction period, reduction of construction cost, etc. recently, without removing old pipes,
The rehabilitation method, which inserts a slightly smaller diameter rehabilitation pipe into its inner surface and then fills the gap between the aged pipe and the rehabilitation pipe with a backfilling agent, is becoming the mainstream. Actually, as a unit for rehabilitation work between manholes, a rehabilitation pipe with a diameter slightly smaller than that of the aged pipe is inserted into the inner surface of the aged pipe, and the openings of both ends of the aged pipe are sealed. In the gap between the rehabilitation pipe and one of the pipe ends (providing an air vent on the other pipe end)
A method of injecting a backfilling agent with a hose or the like to fill the entire gap is used.

(発明が解決しようとする課題) 上述した従来の老朽管の更生工法では、工期短縮とい
う見地から、液状からゲル化に達する時間の短い裏込め
剤を使用するのが常であった。
(Problems to be Solved by the Invention) In the above-mentioned conventional aging pipe rehabilitation method, from the viewpoint of shortening the construction period, it has been usual to use a backfilling agent which takes a short time from liquid to gelation.

しかしながら、かかる裏込め剤を一方の管端側からの
み注入すると、マンホールとマンホールとの間の距離が
長い場合には、他方の管端側へ到達する前に裏込め剤の
流動性が低下してしまい、老朽管と更生管との間隙を完
全に充填することができないという事態が発生する恐れ
があった。
However, if such a backfilling agent is injected only from one pipe end side, the fluidity of the backfilling agent decreases before reaching the other pipe end side when the distance between the manholes is long. There is a risk that the gap between the aging pipe and the rehabilitation pipe cannot be completely filled.

このような事態の発生を防止するために、裏込め剤の
注入圧力を大きくするという手段や、老朽管の密閉され
た両管端側から裏込め剤を同時に注入する手段がとられ
る。
In order to prevent the occurrence of such a situation, a means of increasing the injection pressure of the backfilling agent and a means of simultaneously injecting the backfilling agent from both sealed pipe end sides of the aging pipe are taken.

しかしながら、前者の手段では更生管の扁平強度が大
きくない場合には、更生管が裏込め剤の注入圧力により
偏平化してしまうという課題があり、また、後者の手段
では老朽管と更生管との間隙のエアー抜きができず、中
央にエアー溜りが存在してしまうという課題があった。
However, when the flattening strength of the rehabilitating pipe is not large by the former means, there is a problem that the rehabilitating pipe is flattened by the injection pressure of the backfilling agent. There was a problem that air could not be removed from the gap and an air pool was present in the center.

(課題を解決するための手段) この発明の老朽管の更生工法は、分岐管を有する老朽
管の内面に更生管を挿入し、裏込め剤を老朽管との間隙
に充填して老朽管を更生する工法において、裏込め剤注
入用のホース先端が老朽管内に開口するように裏込め剤
注入用のホースが鑑定された栓体を、分岐管の老朽管側
端に膨張させて固定し、該ホースから裏込め剤を老朽管
と更生管との間隙に充填することにより上記目的が達成
される。
(Means for Solving the Problem) A method for rehabilitating an aged pipe according to the present invention is to insert the rehabilitating pipe into the inner surface of an aged pipe having a branch pipe and fill the gap between the aged pipe with a backfilling agent to form the aged pipe. In the method of rehabilitation, a plug body in which the hose for backfill agent injection is identified so that the tip of the hose for backfill agent injection opens into the aged pipe, is fixed by inflating it on the end of the aged pipe side of the branch pipe. The above object is achieved by filling the gap between the aging pipe and the rehabilitation pipe with a backfilling agent from the hose.

この発明では、マンホールとマンホールとの間に設け
られた汚水枡にその上端が接続された分岐管から、裏込
め剤を注入するホースを挿入し、このホースより裏込め
剤を老朽管と更生管との間隙に注入するので、注入され
た裏込め剤は上記間隙を両方の管端方向へ向って移動し
て、間隙全体を均一に充填する。
In this invention, a hose for injecting a backfilling agent is inserted from a branch pipe whose upper end is connected to a sewage box provided between a manhole and a manhole, and the backfilling agent is used to feed the backfilling agent from an old pipe and a rehabilitating pipe. Since the injected backfilling agent is injected into the gap between the tube and the tube, the injected backfilling agent moves toward both tube ends in the above-mentioned gap to uniformly fill the entire gap.

通常、老朽管には適宜の間隔を設けて複数本の分岐管
が接続されているが、この発明ではマンホールとマンホ
ールとの間のほぼ中央に設けられた分岐管を利用するの
が好ましい。
Usually, a plurality of branch pipes are connected to the aged pipe at appropriate intervals, but in the present invention, it is preferable to use a branch pipe provided substantially in the center between manholes.

エアー抜き手段が適宜設けられているなら、二本以上
の分岐管を利用することもできる。
It is also possible to use two or more branch pipes if the air venting means is appropriately provided.

老朽管の内面に挿入される更生管の材質は、硬質塩化
ビニル、ポリオレフィン、ナイロン、アクリル、ポリエ
ステル等の合成樹脂が好ましく、特に、老朽管の損傷が
著しい場合は、高強度を有するFRP管の使用が望まし
い。
The material of the rehabilitating pipe inserted into the inner surface of the aged pipe is preferably synthetic resin such as hard vinyl chloride, polyolefin, nylon, acrylic, polyester, etc. Use is desirable.

また、栓体は、注入される裏込め剤が、分岐管内に流
入するのを防止するために、分岐管の老朽管側端部に挿
着され、その材質は膨張収縮性を具有せしめることの可
能な合成ゴム、軟質プラスチックス等が好ましく、その
構造は、例えばドーナツ状に中空環状体であり、該中空
環状体内部に、圧縮空気を送風すると膨張し、分岐感内
面に密着するようになされているのが好ましい。
Further, the stopper is inserted into the end portion of the branch pipe on the aged pipe side in order to prevent the injected backfilling agent from flowing into the branch pipe, and its material has expansion and contraction properties. Possible synthetic rubbers, soft plastics and the like are preferable, and the structure thereof is, for example, a donut-shaped hollow ring-shaped body, and when compressed air is blown into the hollow ring-shaped body, the structure expands and comes into close contact with the inner surface of the branching feeling. Is preferred.

また、栓体の中央部はホースの嵌挿孔となっている。 Further, the central portion of the plug body is a fitting insertion hole for the hose.

栓体の形状は、取付け感の断面形状に応じて、適宜選
択される。
The shape of the stopper is appropriately selected according to the sectional shape of the mounting feeling.

裏込め剤を注入するホースは、可撓性を有する織布、
合成ゴム、軟質プラスチックス等の材質が好ましく、ホ
ースの先端が老朽管内面より僅かに突出する程度に、分
岐管より老朽管内部へ挿入されるが、ホースと上記栓体
とが、一体物で成形された構造であってもよい。
The hose for injecting the backfilling agent is a flexible woven fabric,
A material such as synthetic rubber or soft plastics is preferable, and the hose and the plug are inserted as one piece into the aged pipe from the branch pipe to the extent that the tip of the hose slightly protrudes from the inner surface of the aged pipe. It may be a molded structure.

裏込め剤はセメントミルク、エアーモルタル、生コン
クリート等が使用される。
Cement milk, air mortar, ready-mixed concrete, etc. are used as the backfill agent.

(作用) この発明は上述のように、分岐管の老朽管側端部に密
着固定された栓体を貫通して裏込め剤注入用ホースをそ
の先端が老朽管内に開口するように分岐管内に固定し、
該ホースから裏込め剤を老朽管と更生管との間隙に充填
するので、裏込め剤は、ホースの端部より老朽管と更生
管との間隙を左右両側の管端方向に向かって移動して、
この間隙全体を比較的速やかに且つ均一に充填する。
(Operation) As described above, the present invention allows the hose for injecting the backfilling agent into the branch pipe so that the tip of the hose for injecting the backfill agent penetrates through the plug tightly fixed to the end portion of the branch pipe on the side of the old pipe. Fixed,
Since the back-filling agent is filled from the hose into the gap between the aging pipe and the rehabilitation pipe, the back-filling agent moves from the end of the hose toward the pipe end direction on the left and right sides in the gap between the aging pipe and the rehabilitation pipe. hand,
The entire gap is filled relatively quickly and uniformly.

(実施例) この発明の一実施例について、図面を参照して以下に
説明する。
Embodiment An embodiment of the present invention will be described below with reference to the drawings.

第1図は、この発明の一実施例を示す概要図、第2図
は同上のうち、分岐管、老朽管及びホースを示す概要
図、第3図は分岐管を拡大して示す横断面図、第4図は
栓体のみを取出して示す一部切り欠き断面図である。
FIG. 1 is a schematic view showing an embodiment of the present invention, FIG. 2 is a schematic view showing a branch pipe, an aged pipe and a hose, and FIG. 3 is an enlarged cross-sectional view showing the branch pipe. FIG. 4 is a partially cutaway sectional view showing only the plug body.

図中1は分岐管であり、地上側の端部は汚水枡7に接
続され、他端は老朽管2に接続されている。
In the figure, reference numeral 1 is a branch pipe, an end of which is on the ground side is connected to a waste water container 7, and the other end is connected to an aging pipe 2.

分岐管1の内部には、可撓性のホース5が挿入され
る。
A flexible hose 5 is inserted inside the branch pipe 1.

このホース5は圧縮空気を移送する外部ホース51と、
裏込め剤4を移送する内部ホース52とからなり、地上側
先端部分を除き、外部ホース51の内部に内部ホース52が
挿入された一体構造となされている。
This hose 5 has an external hose 51 for transferring compressed air,
An internal hose 52 for transferring the backfilling agent 4 is formed, and the internal hose 52 is inserted inside the external hose 51 except for the tip portion on the ground side to form an integral structure.

外部ホース51及び内部ホース52の地上側端部は分離し
て、それぞれ、キックポンプ9、裏込め剤注入装置8に
接続される。
The ground-side ends of the outer hose 51 and the inner hose 52 are separated and connected to the kick pump 9 and the backfill agent injection device 8, respectively.

外部ホース51と内部ホース52とが一体化されたホース
5の老朽管側端部は、後述する栓体6の内部に挿入され
て、該栓体6に取着されるが、第4図に示すように、外
部ホース51の端部は栓体6の老朽管側端部でシール板53
により密閉されて、栓体外部へ突出することはない。
The end portion of the hose 5 in which the external hose 51 and the internal hose 52 are integrated is attached to the plug 6 by being inserted into the plug 6 which will be described later. As shown, the end of the outer hose 51 is the end of the plug 6 on the side of the aged pipe and the sealing plate 53.
It is sealed by and does not project outside the stopper.

また、外部ホース51が栓体6に挿入される部分には、
該ホース内外面を貫通する多数の貫通孔54が穿設されて
いる。
In addition, in the portion where the external hose 51 is inserted into the plug body 6,
A large number of through holes 54 are bored through the inner and outer surfaces of the hose.

これに対して、内部ホース52の老朽管側端部は栓体6
を貫通して、その先端が僅かに栓体6外へ突出するよう
に栓体6へ取着されている。
On the other hand, the end of the inner hose 52 on the side of the aged pipe is the plug 6
And is attached to the plug body 6 so that its tip slightly projects out of the plug body 6.

分岐管1の老朽管側部の内面には、分岐管1の内径よ
り径小な合成ゴム製の円筒状栓体6が挿入される。
A cylindrical stopper 6 made of synthetic rubber having a diameter smaller than the inner diameter of the branch pipe 1 is inserted on the inner surface of the side portion of the branch pipe 1 that is aged.

この栓体6は、キックポンプ9により外部ホース51を
通して送り込まれた圧縮空気もしくは水等の流体が貫通
孔54より、栓体6の内部に流入することにより膨張し、
フリーの状態では第4図仮想線で示した形に変形する
が、老朽管1側端部に挿入された状態では、分岐管1の
内面に密着して固定される。
The plug body 6 expands when a fluid such as compressed air or water sent by the kick pump 9 through the external hose 51 flows into the plug body 6 through the through hole 54,
In the free state, it deforms to the shape shown by the phantom line in FIG. 4, but when it is inserted into the end portion of the aging pipe 1, it is closely fixed to the inner surface of the branch pipe 1.

更に、栓体6と分岐管1内面との密着性を高めるため
に、栓体6の外周面に複数個のOリング61が装着され
る。
Further, in order to enhance the adhesion between the plug body 6 and the inner surface of the branch pipe 1, a plurality of O-rings 61 are attached to the outer peripheral surface of the plug body 6.

老朽管2の両管端部は密閉され、老朽管2と更生管3
の間隙中に存在する空気は、裏込め剤の充填と共に、老
朽管両端に設けられたエア抜き11,11′より、管外へ排
出される。
Both ends of the aged pipe 2 are sealed, and the aged pipe 2 and the rehabilitation pipe 3
The air existing in the gap of (1) is discharged to the outside of the pipe through the air vents 11 and 11 'provided at both ends of the aged pipe together with the filling of the backfilling agent.

次に、裏込め剤4の充填工程について説明する。 Next, the step of filling the backfilling agent 4 will be described.

まず、老朽管2の内面に更生管3を挿入する。 First, the rehabilitation pipe 3 is inserted into the inner surface of the aging pipe 2.

これは、従来から行われてきたパイプインパイプ工法
によってもよいが、できればマンホールAまたはマンホ
ールB内に製管機を設置し、地上より合成樹脂製の帯状
体をこれらの製管機へ供給することにより、帯状体を螺
旋状に巻回して重なり合う両端部を接着もしくは嵌着し
ながら螺旋管を形成し、この製管機の推進力により螺旋
管を更生管3として、老朽管2内に挿入させる方法をと
るのが好ましい。
This may be carried out by a conventional pipe-in-pipe method, but if possible, a pipe making machine is installed in the manhole A or manhole B, and a synthetic resin strip is supplied from the ground to these pipe making machines. By this, a spiral pipe is formed by spirally winding the strip-shaped body while adhering or fitting the overlapping both ends, and the spiral pipe is inserted into the aging pipe 2 as the rehabilitation pipe 3 by the propulsive force of this pipe manufacturing machine. It is preferable to adopt the method.

更生管3を挿入する前に、ロボット等の適宜の手段を
用いて、裏込め剤の注入に利用しない他の分岐管(図示
しない)の老朽管側端部に止水栓を装着するのが好まし
い。
Before inserting the rehabilitation pipe 3, it is necessary to attach a water stopcock to the end of the aged pipe side of another branch pipe (not shown) not used for injecting the backfilling agent by using an appropriate means such as a robot. preferable.

これは裏込め剤が他の分岐管内に流入するのを防止す
るためである。
This is to prevent the backfill agent from flowing into the other branch pipe.

次いで、栓体6を地上側から分岐管1内に挿入し、そ
の先端が老朽管2の内面に到達した時点で、キップポン
プ9から圧縮空気を外部ホース51を通じて送風し、栓体
6を膨張際させて分岐管1内面に密着、固定させる。
Next, the plug 6 is inserted into the branch pipe 1 from the ground side, and when the tip reaches the inner surface of the aging pipe 2, compressed air is blown from the kip pump 9 through the external hose 51 to expand the plug 6. In this case, the inner surface of the branch pipe 1 is closely attached and fixed.

次いで、裏込め剤注入装置8より、裏込め剤4を内部
ホース52を通じて圧送し、内部ホース52の先端より、老
朽管2と更生管3との間隙10へ注入する。注入された裏
込め剤4は老朽管2の両管端方向へ向かって移動し、老
朽管2の更生管3との間隙10全体を均一に充填する。
Next, the back-filling agent 4 is pressure-fed from the back-filling agent injection device 8 through the internal hose 52 and injected into the gap 10 between the aging pipe 2 and the rehabilitation pipe 3 from the tip of the internal hose 52. The injected backfilling agent 4 moves toward both pipe ends of the aged pipe 2 and uniformly fills the entire gap 10 between the aged pipe 2 and the rehabilitating pipe 3.

最後に、圧縮空気で膨張した栓体6の空気を抜いて、
栓体6をホース5と共に地上に引き上げた後、地上に設
置した穿孔機(図示しない)のカッター付きスネークワ
イヤを分岐管1内へ挿入し、老朽管2と更生管3との間
に充填された裏込め剤4を穿孔すると共に、更生管3の
管壁を穿孔することにより、一連の老朽管更生工程が完
了する。
Finally, the air in the plug body 6 expanded with compressed air is removed,
After pulling up the plug body 6 together with the hose 5 to the ground, a snake wire with a cutter of a perforator (not shown) installed on the ground is inserted into the branch pipe 1 and filled between the aging pipe 2 and the rehabilitation pipe 3. By piercing the backfilling agent 4 and the pipe wall of the rehabilitation pipe 3, a series of aging pipe rehabilitation process is completed.

上述の実施例では、裏込め剤注入用のホースを、その
先端に取着された分岐管の内径より径小の栓体を適宜の
手段で膨張させることにより、所定の箇所に固定させて
いるが、この発明はこれに限定されることなく、例えば
更生管を挿入する前の老浮管内部から、分岐管内に栓体
をロボット等の手段を利用して装着し、該分岐管内に挿
通されているホースの先端を、該栓体に貫通するように
固定させるものであってもよい。
In the above-mentioned embodiment, the hose for injecting the backfilling agent is fixed at a predetermined position by expanding a plug having a diameter smaller than the inner diameter of the branch pipe attached to the tip thereof by an appropriate means. However, the present invention is not limited to this, for example, from the inside of the old floating pipe before inserting the rehabilitation pipe, install a plug body in the branch pipe by using a means such as a robot, and then insert the plug into the branch pipe. The end of the hose may be fixed so as to penetrate the plug.

(本発明の効果) この発明は以上の通り構成されているので、開削工事
を行うことなく、老朽管を更生できるという優れた更生
工法において、老朽管と更生管との間隙に、該更生管に
何ら悪影響を及ぼすことなく、裏込め剤を完全に充填す
ることができる。
(Effects of the present invention) Since the present invention is configured as described above, in an excellent rehabilitation construction method in which an aged pipe can be rehabilitated without performing excavation work, the rehabilitation pipe is placed in a gap between the aged pipe and the rehabilitation pipe. The backfilling agent can be completely filled without any adverse effect on.

【図面の簡単な説明】[Brief description of drawings]

第1図は、この発明の一実施例を示す概要図、第2図は
同上のうち、分岐管、老朽管及びホースを示す概要図、
第3図は分岐管のみを示す横断面図、第4図は栓体のみ
を取出して示す一部切り欠き断面図である。 1……分岐管,2……老朽管,3……更生管,4……裏込め
剤,5……ホース,6……栓体,7……汚水枡,8……裏込め剤
注入装置,9……キックポンプ。
FIG. 1 is a schematic view showing an embodiment of the present invention, and FIG. 2 is a schematic view showing a branch pipe, an aged pipe and a hose of the above.
FIG. 3 is a transverse sectional view showing only the branch pipe, and FIG. 4 is a partially cutaway sectional view showing only the plug body. 1 …… Branch pipe, 2 …… Old pipe, 3 …… Rehabilitation pipe, 4 …… Backfilling agent, 5 …… Hose, 6 …… Stopper, 7 …… Massage box, 8 …… Backfilling agent injection device , 9 …… Kick pump.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】分岐管を有する老朽管の内面に更生管を挿
入し、裏込め剤を老朽管との間隙に充填して老朽管を更
生する工法において、 裏込め剤注入用のホースの先端が老朽管内に開口するよ
うに裏込め剤注入用のホースが貫通された栓体を、分岐
管の老朽管側端で膨張させて固定し、 該ホースから裏込め剤を老朽管と更生管との間隙に充填
することを特徴とする老朽管の更生工法。
1. A method of inserting a rehabilitation pipe into an inner surface of an aged pipe having a branch pipe and filling a gap between the aged pipe and the backfill agent to rehabilitate the aged pipe, wherein a tip of a hose for injecting a backfill agent is used. The hose for injecting the backfilling agent so that the opening of the backfilling agent penetrates into the aged pipe is expanded and fixed at the end of the aged pipe side of the branch pipe, and the backfilling agent is connected to the aged pipe and the rehabilitating pipe from the hose. A method for rehabilitating old pipes, which is characterized by filling the gaps in
JP63015381A 1988-01-26 1988-01-26 Old pipe rehabilitation method Expired - Lifetime JPH0814347B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63015381A JPH0814347B2 (en) 1988-01-26 1988-01-26 Old pipe rehabilitation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63015381A JPH0814347B2 (en) 1988-01-26 1988-01-26 Old pipe rehabilitation method

Publications (2)

Publication Number Publication Date
JPH01193489A JPH01193489A (en) 1989-08-03
JPH0814347B2 true JPH0814347B2 (en) 1996-02-14

Family

ID=11887181

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63015381A Expired - Lifetime JPH0814347B2 (en) 1988-01-26 1988-01-26 Old pipe rehabilitation method

Country Status (1)

Country Link
JP (1) JPH0814347B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0826578B2 (en) * 1990-10-23 1996-03-13 東海ゴム工業株式会社 Sewer repair method
GB2249603B (en) * 1990-11-02 1995-05-10 British Gas Plc Replacing mains
US5564863A (en) * 1995-03-13 1996-10-15 Tti Trenchless Technologies, Inc. Method and apparatus for point-repair of sewer and other utility lines

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62266288A (en) * 1986-05-15 1987-11-19 日本鋼管株式会社 Clearance filling method of double pipe

Also Published As

Publication number Publication date
JPH01193489A (en) 1989-08-03

Similar Documents

Publication Publication Date Title
MX2007007284A (en) A method and a device for sealing a void incompletely filled with a cast material.
EP0413494A1 (en) Method for water leakage prevention in pipeline and liner for water leakkage prevention
CA2184601A1 (en) Process for producing tight joints for domestic connector pipes and similar feed pipes in sewers
JPH0814347B2 (en) Old pipe rehabilitation method
EP0078816A1 (en) Pipe connecting method
JP2525847B2 (en) Old pipe rehabilitation method
JP2006342629A (en) Means for filling filler into cavity, and method of filling the same
CN100400753C (en) Man hole structure, flexible water joint for man hole structure and construction method for man hole structure
JPH07173866A (en) Cutoff tool for channel construction and channel construction method
JP2002038581A (en) Drain pipe repair method and equipment therefor
JP3893052B2 (en) Joint structure of manhole for propulsion pipe and its construction method
JP4776117B2 (en) Pipe connection repair method
JPH0645119Y2 (en) Water tap for branch pipe
KR100319658B1 (en) A bundle of pipes cable for concrete construction and construction method for grouting to the jointing portion of concrete structures by using the same
KR100981433B1 (en) Double packer apparatus of rod reinforcement grouting and caulking method of injection hole using this
KR100284931B1 (en) Connection method of buried pipe
JP3923482B2 (en) Underground conduit construction method
JPH1054495A (en) Pipeline repairing and reclaiming method
JP4503760B2 (en) Double pipe end closure lid
JP2537383B2 (en) Inner surface lining method for existing pipe with branch pipe
JP2001173085A (en) Pipeline regenerating construction method
JPH07259110A (en) Underground cable-installing handhole, and molding device therefor
JP4212530B2 (en) Concrete joining method in reverse casting method
JPH05132929A (en) Development method of hollow cast-in-place pile
JP3845748B2 (en) Repair method for existing buried pipe

Legal Events

Date Code Title Description
EXPY Cancellation because of completion of term