JPH0327800B2 - - Google Patents
Info
- Publication number
- JPH0327800B2 JPH0327800B2 JP58149582A JP14958283A JPH0327800B2 JP H0327800 B2 JPH0327800 B2 JP H0327800B2 JP 58149582 A JP58149582 A JP 58149582A JP 14958283 A JP14958283 A JP 14958283A JP H0327800 B2 JPH0327800 B2 JP H0327800B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- branch
- repair
- gasket
- water stop
- 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)
Description
【発明の詳細な説明】
本発明は既設の土中に埋設された分岐枝管を有
する鋳鉄管、鋼管等を補修する際に用いる補修用
分岐部構造に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a repair branch structure used when repairing cast iron pipes, steel pipes, etc. that have branch pipes buried in existing soil.
既設の土中埋設管を補修するため、第1図に示
すように所定長さの補修用鋼管01の管軸方向の
接合線02を接合せずにこれを若干重合するよう
に巻込んで縮径状態とし、これを既設の土中埋設
管03内に搬入し、ここで巻込み状態を解除して
拡径し、管軸方向の接合線02を接合して、既設
の土中埋設管03の内径より径の小さい管とし、
次いでこれを土中埋設管03と同心に配設して、
その先端を先に配設された補修管04の後端05
に接合し、次いで、土中埋設管03と補修管01
との隙間06にモルタルを充填するパイプインパ
イプ工法と呼ばれる土中埋設管の補修工法があ
る。 In order to repair an existing underground pipe, as shown in Figure 1, a predetermined length of repair steel pipe 01 is rolled up and shrunk so that it overlaps slightly, without joining the joint line 02 in the pipe axis direction. The pipe is brought into the existing underground pipe 03, the rolled state is released and the diameter is enlarged, and the joint line 02 in the pipe axis direction is joined to connect the pipe to the existing underground pipe 03. A tube with a diameter smaller than the inner diameter of
Next, arrange this concentrically with the underground pipe 03,
The rear end 05 of the repair pipe 04 whose tip is placed first
Then, the underground pipe 03 and the repair pipe 01
There is a repair method for underground pipes called the pipe-in-pipe method, in which the gap 06 between the pipe and the pipe is filled with mortar.
既設の土中埋設管03が分岐枝管07を持つて
いる場合は、第2図に示すように、モルタル08
が分岐枝管07内に流入するのを防ぐため、分岐
枝管07の開口端に塞ぎ板09を配設した後、モ
ルタル08を埋設管03と補修管04との隙間0
6に注入し、しかる後、分岐枝管07の付近に作
業員が入つて作業できる程度の竪坑010を堀削
して、ここから別の分岐枝管011を土中埋設管
03を貫通させ、その内部の補修管04に接合し
ていたので、工事が複雑となるとともに手数及び
費用が嵩み、工期が長くなるという不具合があつ
た。 If the existing underground pipe 03 has a branch pipe 07, as shown in Figure 2, mortar 08
In order to prevent the water from flowing into the branch pipe 07, a closing plate 09 is installed at the open end of the branch pipe 07, and then mortar 08 is applied to the gap between the buried pipe 03 and the repair pipe 04.
After that, a shaft 010 is dug to the extent that a worker can enter and work near the branch pipe 07, and from there, another branch pipe 011 is passed through the underground pipe 03. Since it was connected to the internal repair pipe 04, there were problems in that the construction work was complicated, the labor and cost increased, and the construction period became longer.
本発明は上記不具合を解消するために提案され
たもので、その目的とするところは、土中埋設管
内から分岐枝管部の補修作業ができるようにし
て、竪坑の堀削や別の分岐枝管の接合等の複雑な
工事を省略しようとするものである。 The present invention was proposed in order to solve the above-mentioned problems, and its purpose is to enable repair work on branch pipes from within the underground pipe, such as excavating a shaft or repairing another branch pipe. The aim is to eliminate complicated construction work such as joining pipes.
本発明の要旨とするところは、土中埋設管1の
内側に挿入された補修管3と、分岐枝管2の位置
で補修管3に明けられた穴12と、穴12より分
岐枝管2内に挿入された分岐補修管6と、分岐補
修管の外端部外周と分岐枝管2の内周との間に嵌
装された止水金具7と、止水金具7の内端で分岐
補修管6と分岐枝管2の間に水密に嵌装されたガ
スケツト9と土中埋設管1と補修管3の間でガス
ケツト9の内側に充填されたモルタル5とからな
ることを特徴とする補修用分岐部構造にあり、本
発明においては、上記構造とすることにより、土
中埋設管内から分岐枝管部の補修作業をすること
ができ、従つて竪坑の堀削や別の分岐枝管の接合
等の複雑な工事が不要となり、分岐枝管部の補修
作業が簡単、容易となり、費用、工期も低減でき
るとともに竪坑の堀削が不可能の場合や、分岐枝
管が小径の場合でも分岐枝管部の補修が可能とな
る。 The gist of the present invention is that a repair pipe 3 is inserted into the inside of an underground pipe 1, a hole 12 is made in the repair pipe 3 at the position of the branch pipe 2, and a hole 12 is opened in the repair pipe 3 at the position of the branch pipe 2. A branch repair pipe 6 inserted into the interior, a water stop fitting 7 fitted between the outer periphery of the outer end of the branch repair pipe and the inner periphery of the branch branch pipe 2, and a branch at the inner end of the water stop fitting 7. It is characterized by consisting of a gasket 9 fitted watertightly between the repair pipe 6 and the branch pipe 2, and mortar 5 filled inside the gasket 9 between the underground pipe 1 and the repair pipe 3. In the present invention, by having the above structure, it is possible to repair the branch pipe part from inside the underground pipe, and therefore, it is possible to perform repair work on the branch pipe part from inside the underground pipe, and therefore, it is possible to carry out repair work on the branch pipe part from inside the underground pipe. This eliminates the need for complex construction work such as joining the branch pipes, making repair work on branch pipes simple and easy, reducing costs and construction times. It becomes possible to repair branch pipe sections.
以下、本発明を第3図ないし第7図に示す1実
施例を参照しながら具体的に説明する。第3図に
おいて、1は既設の土中埋設管、2は分岐枝管、
3は補修管、5はモルタル、6は分岐補修管、7
は止水金具、8はストツパー、9はガスケツトを
示す。分岐補修管6は第5図に示されるように分
岐枝管2より小径でこの分岐枝管2内に挿嵌さ
れ、その下端外周に補修管3の内面に密着するフ
ランジ部6bと、その中間外周面に設けられたス
トツパ受6cを具え、上端は分岐枝管2に開口し
下端は補修管3内に開口せしめられる。止水金具
7は第6図に示されるように3つの円筒7a,7
b,7cを積層して互に熔着してなり、分岐補修
管6の上端を跨いで最内層の円筒7aは分岐補修
管6の内側に位置せしめられ、その下端は分岐補
修管6の内面に熔接され、最外層の円筒7cは分
岐枝管2と分岐補修管6との間隙10内に上方か
ら嵌挿されて、その下端はガスケツト9の上面に
当接する。 Hereinafter, the present invention will be specifically explained with reference to an embodiment shown in FIGS. 3 to 7. In Figure 3, 1 is an existing underground pipe, 2 is a branch pipe,
3 is a repair pipe, 5 is mortar, 6 is a branch repair pipe, 7
indicates a water stop fitting, 8 indicates a stopper, and 9 indicates a gasket. As shown in FIG. 5, the branch repair pipe 6 has a smaller diameter than the branch pipe 2 and is inserted into the branch pipe 2, and has a flange portion 6b on the outer periphery of its lower end that tightly contacts the inner surface of the repair pipe 3, and a flange portion 6b in the middle thereof. It is provided with a stopper receiver 6c provided on the outer circumferential surface, and its upper end opens into the branch pipe 2 and its lower end opens into the repair pipe 3. The water stop fitting 7 has three cylinders 7a, 7 as shown in FIG.
b and 7c are stacked and welded to each other, and the innermost cylinder 7a is positioned inside the branch repair pipe 6, straddling the upper end of the branch repair pipe 6, and its lower end is connected to the inner surface of the branch repair pipe 6. The outermost cylinder 7c is fitted into the gap 10 between the branch pipe 2 and the branch repair pipe 6 from above, and its lower end abuts the upper surface of the gasket 9.
ストツパー8は環状をなし、ストツパ受6cの
上に載置される。ガスケツト9は環状をなし、ス
トツパー8の上面と止水金具7の最外層の円筒7
cの下面との間に挾持されて、分岐枝管2の内面
と分岐補修管6の外面に密着せしめられる。しか
して、分岐枝管2の補修工事を行う場合には、先
づ第7図のAに示すように補修管3に穿孔された
小さな穴11より分岐枝管2の位置を確認しなが
ら補修管3に分岐枝管2の内径より若干大きい径
の穴12を明ける。次いでBに示すように、この
穴12を通して分岐枝管2の中に止水金具7、ガ
スケツト9、ストツパー8をこの順に挿入する。
次いで、Cに示すように、分岐補修管6をそのフ
ランジ部6bの上面が補修管3の内面に密着する
まで押し込み、その中心と分岐枝管2との中心を
合致させた後、フランジ部6bの外周縁を補修管
3の内面に隅肉熔接13する。次いで、Dに示す
ように、止水金具7を図の矢印方向に手または機
器により引張り、ストツパ受6cの上にストツパ
ー8を、その上にガスケツト9を、その上に止水
金具7の最外層の円筒7cの下端を当接せしめて
押圧し、ガスケツト9を分岐枝管2の内面および
分岐補修管6の外面に密着させる。次いで、Eに
示すように、止水金具7の最内層の円筒7aの下
端を分岐補修管6の内面に隅肉熔接14する。そ
の後必要あれば隅肉熔接13,14の付近の補修
塗りを行う。かくして、土中埋設管1と補修管3
との隙間にモルタル5を注入したとき、ガスケツ
ト9によつてこのモルタル5が分岐枝管2内に漏
れることはない。 The stopper 8 has an annular shape and is placed on the stopper receiver 6c. The gasket 9 has an annular shape, and the upper surface of the stopper 8 and the outermost cylinder 7 of the water stop fitting 7.
c, and is brought into close contact with the inner surface of the branch pipe 2 and the outer surface of the branch repair pipe 6. Therefore, when repairing the branch pipe 2, first check the position of the branch pipe 2 through the small hole 11 drilled in the repair pipe 3, as shown in A of Fig. 3, a hole 12 with a diameter slightly larger than the inner diameter of the branch pipe 2 is bored. Next, as shown in B, the water stop fitting 7, gasket 9, and stopper 8 are inserted in this order into the branch pipe 2 through this hole 12.
Next, as shown in C, the branch repair pipe 6 is pushed in until the upper surface of the flange portion 6b comes into close contact with the inner surface of the repair pipe 3, and after the center of the branch repair pipe 6 is aligned with the center of the branch pipe 2, the flange portion 6b is The outer peripheral edge of the repair pipe 3 is fillet welded 13 to the inner surface of the repair pipe 3. Next, as shown in D, pull the water stop fitting 7 by hand or with a device in the direction of the arrow in the figure, place the stopper 8 on top of the stopper receiver 6c, place the gasket 9 on top of it, and place the top end of the water stop fitting 7 on top of that. The lower end of the outer cylinder 7c is brought into contact and pressed to bring the gasket 9 into close contact with the inner surface of the branch pipe 2 and the outer surface of the branch repair pipe 6. Next, as shown in E, the lower end of the innermost cylinder 7a of the water stop fitting 7 is fillet welded 14 to the inner surface of the branch repair pipe 6. Thereafter, if necessary, repair coating is performed around the fillet welds 13 and 14. Thus, underground pipe 1 and repair pipe 3
When mortar 5 is injected into the gap between the pipe and the pipe, the gasket 9 prevents the mortar 5 from leaking into the branch pipe 2.
そして、これら作業は全て土中埋設管1の内部
から行なうことができるので、従来のように竪坑
を堀削して管外から行う作業を省略することがで
き、従つて工事が簡単、容易になり、費用、工期
も少なくて済む。 Since all of these operations can be performed from inside the underground pipe 1, the conventional work of excavating a shaft and performing it from outside the pipe can be omitted, making the construction simple and easy. Therefore, the cost and construction period can be reduced.
また、竪坑が堀削できない場合や、分岐枝管2
の径が小さい場合でも分岐枝管部の補修が可能と
なる。 In addition, if the shaft cannot be excavated or if the branch pipe 2
Even if the diameter of the branch pipe is small, it is possible to repair the branch pipe section.
なお、上記実施例においては、分岐補修管6に
ストツパ受6cを設け、この上にストツパー8を
載置したが、分岐補修管6にストツパーを取り付
けることができる。また、止水金具7を3つの円
筒7a,7b,7cを積層して熔着したが、1体
に鋳造等によつて製造することもできるし、7
a,7bを省略して、最外層の円筒7cを分岐補
修管6の上端に隅肉熔接で固着しても良い。 In the above embodiment, the branch repair pipe 6 is provided with a stopper receiver 6c, and the stopper 8 is placed thereon, but a stopper can be attached to the branch repair pipe 6. In addition, although the water stop fitting 7 is made by stacking three cylinders 7a, 7b, and 7c and welding them together, it is also possible to manufacture the water stop fitting 7 as a single body by casting or the like.
A and 7b may be omitted, and the outermost cylinder 7c may be fixed to the upper end of the branch repair pipe 6 by fillet welding.
第1図はパイプインパイプ工法の概略を示す斜
視図、第2図は従来の分岐枝管部の補修要領を示
す断面図、第3図ないし第7図は本発明の1実施
例を示し、第3図は分岐部構造を示す断面図、第
4図は第3図の部拡大図、第5図は分岐補修管
の斜視図、第6図は止水金具の斜視図、第7図は
工事要領を示す図である。
ストツパ……8、分岐枝管……2、補修管……
3、分岐補修管……6、ガスケツト……9、止水
金具……7。
FIG. 1 is a perspective view showing an outline of the pipe-in-pipe construction method, FIG. 2 is a cross-sectional view showing a conventional branch pipe repair procedure, and FIGS. 3 to 7 show an embodiment of the present invention. Figure 3 is a sectional view showing the branch structure, Figure 4 is an enlarged view of Figure 3, Figure 5 is a perspective view of the branch repair pipe, Figure 6 is a perspective view of the water stop fitting, Figure 7 is It is a figure showing a construction procedure. Stopper...8, Branch pipe...2, Repair pipe...
3. Branch repair pipe...6. Gasket...9. Water stop fitting...7.
Claims (1)
と、分岐枝管2の位置で補修管3に明けられた穴
12と、穴12より分岐枝管2内に挿入された分
岐補修管6と、分岐補修管6の外端部外周と分岐
枝管2の内周との間に嵌装された止水金具7と、
止水金具7の内端で分岐補修管6と分岐枝管2の
間に水密に嵌装されたガスケツト9と、土中埋設
管1と補修管3の間でガスケツト9の内側に充填
されたモルタル5とからなることを特徴とする補
修用分岐部構造。1 Repair pipe 3 inserted inside underground pipe 1
, a hole 12 made in the repair pipe 3 at the position of the branch pipe 2, a branch repair pipe 6 inserted into the branch pipe 2 through the hole 12, and an outer circumference of the outer end of the branch repair pipe 6 and the branch pipe. a water stop fitting 7 fitted between the inner periphery of the pipe 2;
A gasket 9 is fitted watertightly between the branch repair pipe 6 and the branch pipe 2 at the inner end of the water stop fitting 7, and a gasket 9 is filled inside the gasket 9 between the underground pipe 1 and the repair pipe 3. A repair branch structure characterized by comprising mortar 5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58149582A JPS6044687A (en) | 1983-08-18 | 1983-08-18 | Branch section structure for repair |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58149582A JPS6044687A (en) | 1983-08-18 | 1983-08-18 | Branch section structure for repair |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6044687A JPS6044687A (en) | 1985-03-09 |
| JPH0327800B2 true JPH0327800B2 (en) | 1991-04-17 |
Family
ID=15478345
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP58149582A Granted JPS6044687A (en) | 1983-08-18 | 1983-08-18 | Branch section structure for repair |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6044687A (en) |
-
1983
- 1983-08-18 JP JP58149582A patent/JPS6044687A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6044687A (en) | 1985-03-09 |
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