JPS6044687A - Branch section structure for repair - Google Patents
Branch section structure for repairInfo
- Publication number
- JPS6044687A JPS6044687A JP58149582A JP14958283A JPS6044687A JP S6044687 A JPS6044687 A JP S6044687A JP 58149582 A JP58149582 A JP 58149582A JP 14958283 A JP14958283 A JP 14958283A JP S6044687 A JPS6044687 A JP S6044687A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- branch
- repair
- gasket
- stopper
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 12
- 238000010276 construction Methods 0.000 description 9
- 239000004570 mortar (masonry) Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 4
- 238000005304 joining Methods 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Pipe Accessories (AREA)
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】
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(0
2)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1次いでこれを土中埋設管(0
3)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 joint line (0
2) without joining, roll it up so that it slightly polymerizes to reduce its diameter, carry it into the existing underground pipe (03), release the rolled-up state here, and enlarge it. , the joint line (02) in the pipe axis direction is joined to create a pipe with a diameter smaller than the inner diameter of the existing underground pipe (03).
3) and connect its tip to the rear end (05) of the repair pipe (04) installed earlier, and then connect 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) is filled with mortar.
既設の土中埋設管(03)が分岐枝管(07)を持って
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(06)に注入し、しかる後、分岐枝管(07)の付
近に作業員が入って作業できる程度の竪坑(010)を
掘削して、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(なるという不具合があった。If the existing underground pipe (03) has a branch pipe (07), as shown in Figure 2, to prevent mortar (08) from flowing into the branch pipe (07). After arranging the closing plate (09) at the open end of the branch pipe (07), mortar (08) is poured into the gap (06) between the buried pipe (03) and the repair pipe (04), and then , excavate a shaft (010) large enough for a worker to enter and work near the branch pipe (07), and from there, pass another branch pipe (011) through the underground pipe (03); Since it was connected to the internal repair pipe (04), the construction work was complicated, labor and cost increased, and the construction period was long.
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
部の補修作業力1できるようにして、竪坑の掘削や別の
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
であろう
本発明の要旨とするところは、外周面にストッパーを有
し、分岐枝管内に挿嵌され、一端が補修管内に開口する
分岐補修管と、上記ストツノミー上に設けられ上記分岐
補修管の外面と分岐枝管の内面に密着するガスケットと
、同ガスケット上に設けられ、ガスケットを押圧する止
水金具を備えた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
、従って竪坑の掘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掘削が不
可能の場合や1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 present invention was proposed to solve the above-mentioned problems, and its purpose is to make it possible to perform repair work on branch pipes from within the underground pipes, and to excavate shafts and repair other branch pipes. The gist of the present invention, which may be aimed at omitting complicated work such as joining pipes, is to provide a branch that has a stopper on the outer peripheral surface, is inserted into the branch pipe, and has one end opened into the repair pipe. The present invention is characterized by comprising a repair pipe, a gasket provided on the stotsunomy and in close contact with the outer surface of the branch repair pipe and the inner surface of the branch pipe, and a water stop fitting provided on the gasket and pressing the gasket. In the present invention, by having the above-mentioned 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. This eliminates the need for complex construction work such as branch pipes, making repair work on branch pipes simple and easy, reducing costs and construction times. It becomes possible to repair the parts.
以下、本発明を第6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6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)はストッパー、(9)はガスケットを
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(6h)と、その中間外周面に設けられたストツノ
ξ受(6C)を具え、上端は内岐枝管(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(力
は第6図に示されるように6つの円筒(7α)。The present invention will be specifically explained below with reference to one embodiment shown in FIGS. 6 and 7. In Figure 6, (1)
is an existing underground pipe, (2) is a branch branch pipe, (3) is a repair pipe, (5) is mortar, (6) is a branch repair pipe, (7) is a water stop fitting, and (8) is a stopper. , (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 its lower end is in close contact with the inner surface of the repair pipe (3). The flange portion (6h) is provided with a flange portion (6h), and a stop horn ξ receiver (6C) provided on the intermediate outer circumferential surface of the flange portion (6h), the upper end of which opens into the inner branch pipe (2), and the lower end of which opens into the repair pipe (3). Water stop fitting (force is 6 cylinders (7α) as shown in Figure 6).
(7A)、(7C)を積層して互に溶着してなり、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)の内面に溶接され、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、その下端はガスケット(9
)の上面に当接する。(7A) 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). Its lower end is welded to the inner surface of the branch repair pipe (6), and the outermost layer of the cylinder (7C
) is the gap (10
) from above, and its lower end is fitted with a gasket (9
).
ストッパー(8)は環状をなし、ストッパ受(6C)の
上に載置される。ガスケット(9)は環状をなし、スト
ッパー(8)の上面と止水金具(力の最外層の円筒(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。The stopper (8) has an annular shape and is placed on the stopper receiver (6C). The gasket (9) is annular and connects the upper surface of the stopper (8) with the water stop fitting (the outermost layer of the cylinder (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).
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0υより分岐枝管(2)の位置を確認しな
がら補修g(3)に分岐枝管(2)の内径より若干大き
い径の穴0乃を明ける。次いで(B)に示すように、こ
の穴αりを通して分岐枝管(2)の中に止水金具(7)
、ガスケット(9)、ストッパー(8)をこの順に挿入
する。次いで、(C)VC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(675)の外周
縁を補修管(3)の内面に隅肉溶接0四する。次いで、
(D) K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、ストッパ受(6C)の上
にストッパー(8)を、その上にガスケット(9)を、
その上に止水金具(力の最外層の円筒(7C)の下端な
当接せしめて押圧し、ガスケット(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。However, when performing repair work on the branch pipe (2),
First, as shown in Figure 7 (A), while checking the position of the branch pipe (2) through the small hole 0υ drilled in the repair pipe (3), insert the branch pipe (2) into the repair pipe (3). Drill a hole with a diameter slightly larger than the inner diameter of the hole. Next, as shown in (B), insert the water stop fitting (7) into the branch pipe (2) through this hole.
, gasket (9), and stopper (8) in this order. Next, as shown in (C) VC, branch repair pipe (6
) until the top surface of its flange part (6b) comes into close contact with the inner surface of the repair pipe (3), and then connect the center of the pipe to the branch pipe (2).
After aligning the centers, the outer peripheral edge of the flange portion (675) is fillet welded to the inner surface of the repair pipe (3). Then,
(D) As shown in K, 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 the stopper receiver (6C), and place the gasket (9) on top of it.
Place the water stop fitting (the lower end of the outermost cylinder (7C) in contact with it and press it, and attach the gasket (9) to the branch pipe (2).
) and the outer surface of the branch repair pipe (6).
次いで、(′E)に示すように、止水金具(7)の最内
層の円筒(7りの下端を分岐補修管(6)の内面に隅肉
溶接a優する。Next, as shown in ('E), the lower end of the innermost cylinder (7) of the water stop fitting (7) is fillet welded to the inner surface of the branch repair pipe (6).
その後必要あれば隅肉溶接α31(+4)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)v(5)を注入したとき、ガスケ
ット(9)によってこのモルタル(5)が分岐枝管(2
)内に帰れることはない。After that, if necessary, perform repair painting around the fillet weld α31 (+4). In this way, the underground pipe (1) and the repaired pipe (3)
) When mortar (5) is injected into the gap between the branch pipe (2) and the gasket (9), this mortar (5)
) There is no way to go back inside.
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掘削して
管外から行う作業を省略することができ、従って工事が
簡単、容易になり、費用、工期も少くて済む。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、竪坑が掘削できない場合や、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。Furthermore, even if the shaft cannot be excavated or the diameter of the branch pipe (2) is small, the branch pipe portion can be repaired.
なお、上記実施例においては、分岐補修管(6)Vcス
トツバ受(6C)を設け、この上にストッパー(8)を
載置したが、分岐補修管(6)にストッパーを取り付け
ることができる。また、止水金具(7)を6つの円筒(
7α)(7h)(7C)を積層して爆着したが、1体に
鋳造等によって製造することもできるし、(7cL)(
7h)を省略して、最外層の円筒(7C)を分岐補修管
(6)の上端に隅肉溶接で固着しても良い。In the above embodiment, the branch repair pipe (6) Vc stop collar receiver (6C) is provided and the stopper (8) is placed thereon, but the stopper can be attached to the branch repair pipe (6). Also, attach the water stop fitting (7) to six cylinders (
7α) (7h) (7C) were layered and exploded, but it is also possible to manufacture them as a single unit by casting etc.
7h) 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6
図ないし第7図は本発明の1実施例を示し、第6図は分
岐部構造を示す断面図、第4図は第6図のIV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。
ストツノ4・・・(8) 分岐枝管・・・(2)補修管
・・・(3) 分岐補修管・・・(6)ガスケット・・
・(9) 止水金具・・・(7)復代理人 弁理士 開
本重文
他6名
第3叉
第4図
第5図 第6図Figure 1 is a perspective view showing the outline of the pipe-in-pipe construction method, Figure 2 is a cross-sectional view showing the repair procedure for conventional branch pipe sections, and Figure 6 is a perspective view showing the outline of the pipe-in-pipe construction method.
7 to 7 show one embodiment of the present invention, FIG. 6 is a sectional view showing the branch structure, FIG. 4 is an enlarged view of the IV section in FIG. 6, and FIG. 5 is a perspective view of the branch repair pipe. , FIG. 6 is a perspective view of the water stop fitting, and FIG. 7 is a diagram showing the construction procedure. Strap 4...(8) Branch branch pipe...(2) Repair pipe...(3) Branch repair pipe...(6) Gasket...
・(9) Water stop fitting...(7) Sub-agent Patent attorney Kaihon Important Cultural Properties and 6 others Figure 3, Figure 4, Figure 5, Figure 6
Claims (1)
端が補修管内に開口する分岐補修管と、上記ストッパー
上に設けられ上記分岐補修管の外面と分岐枝管の内面に
密着するガスケットと、同ガスケット上に設けられ、ガ
スケットを押圧する止水金具を備えたことを特徴とする
補修用分岐部構造。A branch repair pipe that has a stopper on its outer circumferential surface and is inserted into the first branch pipe and has one end opening into the repair pipe, and a gasket that is provided on the stopper and tightly contacts the outer surface of the branch repair pipe and the inner surface of the branch pipe. and a repair branch structure characterized by having a water stop fitting that is provided on the gasket and presses the gasket.
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 true JPS6044687A (en) | 1985-03-09 |
| JPH0327800B2 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 |
|---|---|
| JPH0327800B2 (en) | 1991-04-17 |
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