JPH0324397A - Construction method for connecting drain pipe to sewerage main pipe and its connecting device - Google Patents

Construction method for connecting drain pipe to sewerage main pipe and its connecting device

Info

Publication number
JPH0324397A
JPH0324397A JP1155852A JP15585289A JPH0324397A JP H0324397 A JPH0324397 A JP H0324397A JP 1155852 A JP1155852 A JP 1155852A JP 15585289 A JP15585289 A JP 15585289A JP H0324397 A JPH0324397 A JP H0324397A
Authority
JP
Japan
Prior art keywords
pipe
support
mortar
main
sewer
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
Application number
JP1155852A
Other languages
Japanese (ja)
Other versions
JPH06100303B2 (en
Inventor
Eiji Imai
栄治 今井
Koichi Araki
紘一 荒木
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.)
FUSO GIJUTSU KENKYUSHO KK
Original Assignee
FUSO GIJUTSU KENKYUSHO KK
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 FUSO GIJUTSU KENKYUSHO KK filed Critical FUSO GIJUTSU KENKYUSHO KK
Priority to JP1155852A priority Critical patent/JPH06100303B2/en
Publication of JPH0324397A publication Critical patent/JPH0324397A/en
Publication of JPH06100303B2 publication Critical patent/JPH06100303B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)
  • Branch Pipes, Bends, And The Like (AREA)

Abstract

PURPOSE:To ensure sealing by inserting a balloon-shaped inside supporting body into a sewerage main pipe and expanding it by means of air and the like to block a lower opening and then taking it out, in a construction method wherein a supporting pipe is inserted into the connecting hole of the sewerage main pipe and sealed by mortar to connect a drain pipe. CONSTITUTION:A supporting pipe 4 is inserted into the connecting hole 2 of a sewerage main pipe 1 and also mortar 20 is injected therein. To connect the supporting pipe 4 to a drain pipe, a flange portion 6 to be made to abut against the sewerage main pipe 1 is provided around the outer periphery of the inserted portion 5 of the supporting pipe 4 and is used for blocking the space between the connecting hole 2 and the supporting pipe 4. A balloon-shaped inside supporting body 14 is inserted into the sewerage main pipe 1 and is expanded by fluids such as air, water and the like and thus the pace 25 is blocked by the inside supporting body 14, and mortar 20 is injected therein and solidified. Thereafter, the inside supporting body 14 is taken out. As a result, sealing of the connecting portion is ensured and sealing work is extremely simplified.

Description

【発明の詳細な説明】 「産業上の利用分野」 本発明は下水道本管に排水管を接続するための接続工法
とその接続装置に係り、特に下水道本管に形成した接続
孔に支持管を挿入すると共に該接続孔と支持管との間隙
にモルタルを注入してシールし、該支持管に排水管を接
続する形式の接続工法及びその接続装置に関するもので
ある.「従来の技術」 従来より地下に横設された下水道本管に合J&樹脂製等
の排水管を接続するに際し,下木道本管に形成した接続
孔に支持管を挿入すると共に該接続孔と支持管との間隙
にモルタルを注入してシールし、この支持管に排水管を
接続するようにした工法がある. 「発明が解決しようとする課題」 上記した接続工法において,接続孔と支持管との間隙に
モルタルを注入するに際し、従来はモルタルが下水道本
管の内外部に流下してしまって確実にシールすることが
できない欠点があり、特に既設の下水道本管への排水管
の接続に際しては作業性が悪化する等の欠点があった. 本発明の第1の目的は上記した従来の下水道本管への排
水管の接続工法の欠点を解消し、モルタルがド木道本管
の内外部に流下することなく確実に注入できてシール性
を向上させるようにした排水管の接続工法を提供するこ
とにある.また、本発明の第2の目的は上記したような
工法を実施するに最適な接続装置を提供することにある
. 「課題を解決するための手段」 本発明に係る下水道本管への排水管の接続工法は、排水
管を下水道本管に接続するに際し、下水道本管に形成し
た接続孔に支持管を挿入すると共に該接続孔と支持管と
の間隙にモルタルを注入してシールし、該支持管に排水
管を接続するようにしたド木逍本管への排水管の接続工
法において、接続孔に挿入される支持管の挿入管部外周
に下水道本管の外面に当接するフランジ部を設けて該フ
ランジ部で接続孔と支持管との間隙の上部側を閉塞し、
下水道本管内部には取付管を介して風船状の内部支持体
を挿入すると共に該内部支持体に空気又は水等の流体を
注入して膨張させることにより内部支持体の表皮で上記
間隙の下部開0部を閉塞し,」二記支持管のフランジ部
に形成した注入孔からモルタルを注入し,モルタル固化
後に上記流体を抜いて内部支持体を取り出すことを特徴
とする工法である. また,本発明に係るド水道本管への排水管の接続′!A
置は、排水管を下水道本管に接続するに際し、該下水道
本管に形成した接続孔に支持管を挿入すると共に該接続
孔と支持管との間隙にモルタルを注入してシールし、該
支持管に排水管を接続するようにした下水道本管への排
水管の接続装置であって,下水道本管の接続孔に挿入さ
れる挿入管部の外周には下木道本管の外面に当接するフ
ランジ部が設けられると共に該フランジ部にモルタル注
入孔が形成されている支持管と、該支持管を介して下水
道管内部に挿入され、空気又は木等の流体を注入するこ
とにより膨張する風船状の内部支持体とからなり、接続
孔と支持管との間隙の上部側を支持管のフランジ部で閉
塞すると共に該間隙の下部開口部を膨張した内部支持体
の表皮で閉塞して、モルタル注入孔からモルタルを注入
するようにした接続装置である. 「作川」 支持管先端部の挿入管部の長さは下水道本管に形成した
接続孔における肉厚に対応しており、1核挿入管部を下
水道本管に形成した接続孔に挿入すると該挿入管部の外
周に設けられているフランジ部が下水道本管の外面に当
接する.これによって挿入管部の先端が下水道本管内部
に突出することなく所定位置にセットされ,また,フラ
ンジ部で接続孔と支持管との間瞭の上部側が閉塞される
.この場合、フランジ部の外周下面に予め接着性シール
材を貼設しておくと、支持管を下水道本管に仮固定する
ことができると共にフランジ部と下水道本管外面との接
合性を高めることができる.次に支持管から下水道本管
内部に風船状をなした内部支持体を降ろし、該内部支持
体の後部に接続してあるホースから空気又は水等の流体
を注入すると内部支持体が膨張し、その表皮で上記間隙
の下部開口部が閉塞される.従って、上記間隙はL部側
が支持管のフランジ部で閉塞されると共に下部開口部が
内郁支持体の表皮で閉塞された状態となっている. この状態で上記支持管のフランジ部に形成してある注入
孔からモルタルを注入するとモルタルは環状をなす間隙
内に充填され、確実にシールされる.なお、上記したよ
うにノランジ部にシール材を貼設する等によって間隙の
閉塞性が高い場合にはフランジ部に空気抜き孔を設けて
おくとよい.上記内部支持体はモルタルが固化した後に
流体を抜いて萎んだ状態で支持管を介して引き上げられ
,支持管に排水管を接続して埋め戻される.「実施例」 本考案に係る下水道本管への排水管の接続工法の実施例
を第1図乃至第3図に示す接続装置と共に説明する. 第1図は排水管と支持管を示す分解斜視図,第2図は内
部支持体の斜視図、第3図は下水道本管に支持管が接続
される状態を示す断而図である.図において、lは下水
道本管、2は下水道本管lに形成された接続孔、3は汚
水や雨水桝の水を排水する排水管であって、支持管4を
介して下水道本管lに接続される.この支持管4は上記
接続孔2に挿入される挿入管部5とその外周に設けられ
たフランジ部6とを備え、挿入管部5は接続孔2よりも
大径に形成されていて挿入管部5を接続孔2に挿入する
と該接続孔2と挿入管部5の間に■隙25が形成される
が、フランジ部6が下水道本管lの外面1aに当接して
このフランジ部6で間隙25の」二部を閉塞するように
なっている.このフランジ部6にはモルタル注入孔7が
形成されている. 上記支持管4の構威を詳説すると、支持管4は合成樹1
rl’1等によって威形される主管8と鍔管l1とから
なり、主管8の後部には上記排水管3を挿入して接続す
るための大径部9が、また、前部には小径部10がそれ
ぞれ形成されており、鍔管l1はカラ一部12の下端に
上記フランジ部6が設けられていて上記主管8の小径部
10をカラ一部l2に挿入して固定される.そして上記
小径部lOの先端部をフランジ部6の下方に突出させる
ことによって挿入管部5が形成される.この挿入管部5
の長さは上記接続孔2における下水道本管lの肉厚Is
に対応する長さとなっており、また,上記大径部9の後
端部内周にはゴムパッキンl3が配置されていて挿入さ
れた排水管3をシールするようになっている. l4は風船状の内部支持体であって、後部のホースl7
から空気又は木等の流体Lを注入すると1膨張するよう
に構成されている.この内部支持体14は風船体15の
開口部を上下の扶持円盤1Bで挟持して構成され、この
扶持円51Bに上記ホース17が取り付けられている.
この内部支持体14は萎んだ状悪で上記支持管4を介し
て下水道本管l内部に挿入され,流体Lを注入して膨張
させることによりその表皮l8で上記間隙25の下部開
口部を閉塞するようになっている.なお,図示例では風
船体l5は膨張時に下水道本管lの内壁面を覆うような
大きさで表されているが、これに限らず、例えば、下木
道本管1の内径が大きい場合には−E記風船体15の形
状を偏f風船状とすることができ、要するに膨張昨にL
記間隙25の下部開口部が閉塞されればよい. 次に使用例を説明すると、下水道本管lに形成された接
続孔2に支持管4の挿入管部5を挿入すると接続孔2と
挿入管部5の間に間隙25が形成されるが、フランジ部
6が下水道本管lの外而1aに当接することによって該
間隙25の上部が閉塞される.フランジ部6が下水道本
管1の外面に当接することによって挿入管部5の先端が
下水道本管l内部に突出することなく所定位置にセット
される.この場合、フランジ部6の外周下而に両面接着
可能なシール材l9を貼設してお〈と、支持管4を下水
道本管1に仮固定することができると共にフラノジ16
と下水道本管l外面との接合性を高めることができる. 次に支持管4から下水道本管l内部に萎んだ状慝の内部
支持体l4を降ろし、ホースl7から流体Lを注入する
と内部支持体l4は膨張し、その表皮l8で上記間隙2
5の下部開口部が閉塞される.従って、上記間隙25は
上部側が支持管4のフランジ部6で閉塞されると共に下
部開口部が内部支持体14の表皮l8で閉塞された状態
となる. この状態で上記フランジ部6に形成してある注入孔7か
ら樹脂モルタル20を注入するとモルタル20は環状を
なす間隙25内に充損され、確実にシールされる.なお
、フランジ部6に貼設されるシール材l9としては通気
性のものを使用することができるが、シール材l9を貼
設することによって間隙25の閉塞性が高〈なって空気
抜けが悪い場合にはフランジ部6に空気抜き孔を設けて
おいてもよい. L記内部支持体l4はモルタル20が固化した後に流体
Lを抜いて萎んだ状態として支持管4を介して引きLげ
る.支持管4の大径部9に排水管3を接続して埋め戻す
.排水管3は順次継ぎ足すことができるのは勿論である
. 「発明の効果」 本発明に係る下水道本管への排水管の接続工法によれば
,排水管を下本管本管に接続するに際して用いられる支
持管を確実にセットすることができ、下水管本管に形成
された接続孔と支持管との間隙に注入されるモルタルが
下水管本管の内外部に漏洩することはないから確実にシ
ールすることができ、作業がきわめて容易となる. また,本発明に係る接続装置によれば、構威及び操作が
簡単であると共に支持管で排水管を確実に支持すること
ができ、しかも内部支持体はこれを繰り返し使用するこ
とができる等の効果がある.
[Detailed Description of the Invention] "Field of Industrial Application" The present invention relates to a connection method and a device for connecting a drain pipe to a main sewer pipe, and particularly relates to a connection method for connecting a drain pipe to a main sewer pipe, and in particular, a support pipe is connected to a connection hole formed in a main sewer pipe. The present invention relates to a connection method and a device for connecting a drain pipe to the support pipe by inserting the drain pipe into the support pipe and injecting mortar into the gap between the support pipe and the support pipe to seal the gap. ``Prior art'' Conventionally, when connecting a drainage pipe made of plastic or the like to a sewer main pipe laid horizontally underground, a support pipe is inserted into a connection hole formed in the main pipe of the lower wooden path, and the support pipe is inserted into the connection hole. There is a construction method in which mortar is injected into the gap between the drain and the support pipe to seal it, and a drainage pipe is connected to this support pipe. ``Problem to be solved by the invention'' In the above-mentioned connection method, when mortar is injected into the gap between the connection hole and the support pipe, conventionally the mortar flows down into the inside and outside of the main sewer pipe, making it impossible to ensure a secure seal. The disadvantage was that it was not possible to connect the drain pipe to an existing sewer main pipe, and the workability was particularly poor when connecting the drain pipe to an existing sewer main pipe. The first object of the present invention is to solve the above-mentioned drawbacks of the conventional method of connecting drain pipes to sewer main pipes, and to ensure that mortar can be injected reliably without flowing into the inside and outside of the main sewer pipe, and that it has good sealing properties. The purpose of this invention is to provide a drainage pipe connection method that improves the quality of water. A second object of the present invention is to provide a connecting device that is optimal for implementing the above-mentioned construction method. "Means for Solving the Problem" The method for connecting a drain pipe to a main sewer pipe according to the present invention includes inserting a support pipe into a connection hole formed in the main sewer pipe when connecting the drain pipe to the main sewer pipe. At the same time, in the method of connecting a drain pipe to the main pipe, mortar is injected into the gap between the connection hole and the support pipe to seal it, and the drain pipe is connected to the support pipe. A flange portion that comes into contact with the outer surface of the sewer main pipe is provided on the outer periphery of the insertion pipe portion of the support pipe, and the upper side of the gap between the connection hole and the support pipe is closed with the flange portion,
A balloon-shaped internal support is inserted into the interior of the sewer main pipe via an attachment pipe, and a fluid such as air or water is injected into the internal support to expand it, so that the skin of the internal support is inserted into the lower part of the gap. This method is characterized by closing the opening, injecting mortar through the injection hole formed in the flange of the support pipe, and after the mortar hardens, the fluid is removed and the internal support is taken out. Also, the connection of the drain pipe to the water main according to the present invention'! A
When connecting a drain pipe to a main sewer pipe, a support pipe is inserted into a connection hole formed in the main sewer pipe, and mortar is injected into the gap between the connection hole and the support pipe to seal the support pipe. This is a connection device for a drain pipe to a main sewer pipe, which connects a drain pipe to a main sewer pipe. A support pipe that is provided with a contacting flange and a mortar injection hole formed in the flange, and a balloon that is inserted into the sewer pipe through the support pipe and expands by injecting air or a fluid such as wood. The upper side of the gap between the connection hole and the support tube is closed with the flange part of the support tube, and the lower opening of the gap is closed with the expanded skin of the internal support, thereby forming a mortar. This is a connecting device that allows mortar to be injected through the injection hole. "Sakugawa" The length of the insertion tube at the tip of the support tube corresponds to the wall thickness of the connection hole formed in the sewer main pipe, and when the single core insertion tube section is inserted into the connection hole formed in the sewer main pipe, The flange provided on the outer periphery of the insertion pipe comes into contact with the outer surface of the sewer main pipe. This allows the tip of the insertion pipe to be set in place without protruding into the main sewer pipe, and the flange closes the upper part of the gap between the connection hole and the support pipe. In this case, if an adhesive sealant is pasted on the lower outer surface of the flange portion in advance, the support pipe can be temporarily fixed to the sewer main pipe, and the bondability between the flange portion and the outer surface of the sewer main pipe can be improved. Can be done. Next, the balloon-shaped internal support is lowered from the support pipe into the inside of the sewer main pipe, and when a fluid such as air or water is injected from the hose connected to the rear of the internal support, the internal support expands. The epidermis closes the lower opening of the gap. Therefore, the L side of the gap is closed by the flange of the support tube, and the lower opening is closed by the skin of the inner support. In this state, when mortar is injected through the injection hole formed in the flange of the support tube, the mortar fills the annular gap and seals it securely. In addition, as mentioned above, if the gap is highly occluded due to pasting a sealant on the flange, etc., it is advisable to provide an air vent hole in the flange. After the mortar has solidified, the fluid is removed from the internal support and it is pulled up through the support pipe in a deflated state, and a drain pipe is connected to the support pipe and the material is backfilled. ``Example'' An example of the method of connecting a drain pipe to a main sewer pipe according to the present invention will be explained together with the connecting device shown in Figs. 1 to 3. Figure 1 is an exploded perspective view showing the drain pipe and support pipe, Figure 2 is a perspective view of the internal support, and Figure 3 is an exploded view showing how the support pipe is connected to the main sewer pipe. In the figure, l is the main sewer pipe, 2 is a connection hole formed in the main sewer pipe l, and 3 is a drain pipe for draining sewage and rainwater, which is connected to the main sewer pipe l via a support pipe 4. Connected. The support tube 4 includes an insertion tube section 5 to be inserted into the connection hole 2 and a flange section 6 provided on its outer periphery. When the part 5 is inserted into the connection hole 2, a gap 25 is formed between the connection hole 2 and the insertion pipe part 5, but the flange part 6 comes into contact with the outer surface 1a of the sewer main pipe l, and this flange part 6 Two parts of the gap 25 are closed. A mortar injection hole 7 is formed in this flange portion 6. To explain in detail the structure of the support pipe 4, the support pipe 4 is made of synthetic wood 1.
It consists of a main pipe 8 and a flange pipe l1 shaped by rl'1 etc., and the rear part of the main pipe 8 has a large diameter part 9 for inserting and connecting the drain pipe 3, and the front part has a small diameter part 9. The flange part 11 is provided with the flange part 6 at the lower end of the collar part 12, and is fixed by inserting the small diameter part 10 of the main pipe 8 into the collar part l2. The insertion tube section 5 is formed by projecting the tip of the small diameter section 10 below the flange section 6. This insertion tube part 5
The length is the wall thickness Is of the sewer main pipe l in the connection hole 2
Furthermore, a rubber packing l3 is arranged on the inner periphery of the rear end of the large diameter part 9 to seal the inserted drain pipe 3. l4 is a balloon-shaped internal support, and the rear hose l7
It is constructed so that when a fluid L such as air or wood is injected into it, it expands by 1. This internal support body 14 is constructed by sandwiching the opening of the balloon body 15 between upper and lower supporting disks 1B, and the hose 17 is attached to this supporting disk 51B.
This internal support body 14 is inserted into the sewer main pipe l through the support pipe 4 in a deflated state, and by injecting fluid L and expanding it, the lower opening of the gap 25 is closed with its skin l8. It is designed to do so. In the illustrated example, the balloon body 15 is shown to have a size that covers the inner wall surface of the sewer main pipe 1 when inflated, but the size is not limited to this. -E The shape of the balloon body 15 can be made into a shape of a biased F balloon, in short, when it is inflated, L
It is sufficient if the lower opening of the gap 25 is closed. Next, to explain a usage example, when inserting the insertion pipe part 5 of the support pipe 4 into the connection hole 2 formed in the sewer main pipe l, a gap 25 is formed between the connection hole 2 and the insertion pipe part 5. The upper part of the gap 25 is closed by the flange part 6 coming into contact with the outer wall 1a of the sewer main pipe 1. By abutting the flange portion 6 against the outer surface of the sewer main pipe 1, the tip of the insertion pipe portion 5 is set in a predetermined position without protruding into the interior of the sewer main pipe l. In this case, by pasting a sealing material l9 that can be bonded on both sides to the outer circumference of the flange portion 6, the support pipe 4 can be temporarily fixed to the sewer main pipe 1, and the flange 16 can be temporarily fixed.
It is possible to improve the connection between the pipe and the outside surface of the sewer main pipe. Next, the deflated internal support l4 is lowered into the interior of the sewer main pipe l from the support pipe 4, and when fluid L is injected from the hose l7, the internal support l4 expands, and its skin l8 forms the above-mentioned gap 2.
The lower opening of No. 5 is closed. Therefore, the gap 25 is closed at the upper side by the flange portion 6 of the support tube 4, and at the same time, the lower opening is closed by the skin 18 of the internal support body 14. In this state, when resin mortar 20 is injected through the injection hole 7 formed in the flange portion 6, the mortar 20 is filled into the annular gap 25 and is securely sealed. Note that a breathable material can be used as the sealing material 19 pasted on the flange portion 6, but by pasting the sealing material 19, the sealing property of the gap 25 becomes high, making it difficult for air to escape. In some cases, an air vent hole may be provided in the flange portion 6. After the mortar 20 has solidified, the internal support 14 is pulled out through the support tube 4 by removing the fluid L and leaving it in a deflated state. Connect the drain pipe 3 to the large diameter part 9 of the support pipe 4 and backfill. Of course, the drain pipes 3 can be added one after another. "Effects of the Invention" According to the method for connecting a drain pipe to a sewer main pipe according to the present invention, it is possible to reliably set the support pipe used when connecting a drain pipe to a lower main pipe, and The mortar injected into the gap between the connection hole formed in the main pipe and the support pipe will not leak into the inside or outside of the main sewer pipe, making it possible to seal reliably and making the work extremely easy. Furthermore, according to the connecting device according to the present invention, it is easy to construct and operate, the drain pipe can be reliably supported by the support pipe, and the internal support can be used repeatedly. effective.

【図面の簡単な説明】 図面は本発明に係る下水道本管への排水管の接続装dの
実施例を示し、第1図は排水管と支持管を示す分解斜視
図、第2図は内部支持体の斜視図,第3図は下水道本管
に支持管が接続される状態を示す断面図である. 1:下木道本管、2:接続孔,3:排水管、4:支持管
5:挿入管部、B:フランジ部、7:モルタル注入孔8
:主管、ll:鍔管,l4:内部支持体,l7:ホース
18:表皮、L:流体、20:モルタル、25:間隙第
1 図 −62 第2図 第3図
[BRIEF DESCRIPTION OF THE DRAWINGS] The drawings show an embodiment of the connection device d for a drain pipe to a sewer main pipe according to the present invention, FIG. 1 is an exploded perspective view showing the drain pipe and the support pipe, and FIG. Figure 3 is a perspective view of the support and a sectional view showing how the support pipe is connected to the main sewer pipe. 1: Lower wooden path main pipe, 2: Connection hole, 3: Drain pipe, 4: Support pipe 5: Insertion pipe part, B: Flange part, 7: Mortar injection hole 8
: Main pipe, 11: Flange pipe, 14: Internal support, 17: Hose 18: Skin, L: Fluid, 20: Mortar, 25: Gap 1 Figure-62 Figure 2 Figure 3

Claims (1)

【特許請求の範囲】 1、排水管を下水道本管に接続するに際し、該下水道本
管に形成した接続孔に支持管を挿入すると共に該接続孔
と支持管との間隙にモルタルを注入してシールし、該支
持管に排水管を接続するようにした下水道本管への排水
管の接続工法において、 接続孔に挿入される支持管の挿入管部外周に下水道本管
の外面に当接するフランジ部を設けて該フランジ部で接
続孔と支持管との間隙の上部側を閉塞し、下水道本管内
部には支持管を介して風船状の内部支持体を挿入すると
共に該内部支持体に空気又は水等の流体を注入して膨張
させることにより内部支持体の表皮で上記間隙の下部開
口部を閉塞し、上記支持管のフランジ部に形成した注入
孔からモルタルを注入し、モルタル固化後に上記流体を
抜いて内部支持体を取り出すことを特徴とする接続工法
。 2、排水管を下水道本管に接続するに際し、該下水道本
管に形成した接続孔に支持管を挿入すると共に該接続孔
と支持管との間隙にモルタルを注入してシールし、該支
持管に排水管を接続するようにした下水道本管への排水
管の接続装置であって、 下水道本管の接続孔に挿入される挿入管部の外周には下
水道本管の外面に当接するフランジ部が設けられると共
に該フランジ部にモルタル注入孔が形成されている支持
管と、該支持管を介して下水道管内部に挿入され、空気
又は水等の流体を注入することにより膨張する風船状の
内部支持体とからなり、接続孔と支持管との間隙の上部
側を支持管のフランジ部で閉塞すると共に該間隙の下部
開口部を膨張した内部支持体の表皮で閉塞して、モルタ
ル注入孔からモルタルを注入するようにしたことを特徴
とする接続装置。
[Claims] 1. When connecting a drain pipe to a main sewer pipe, a support pipe is inserted into a connection hole formed in the main sewer pipe, and mortar is injected into the gap between the connection hole and the support pipe. In a method of connecting a drain pipe to a sewer main pipe by sealing the support pipe and connecting the drain pipe to the support pipe, a flange that contacts the outer surface of the sewer main pipe is attached to the outer periphery of the insertion pipe part of the support pipe inserted into the connection hole. A balloon-shaped internal support is inserted into the sewer main pipe through the support pipe, and air is injected into the internal support. Alternatively, by injecting and expanding a fluid such as water, the lower opening of the gap is closed with the skin of the internal support, and mortar is injected through the injection hole formed in the flange of the support tube, and after the mortar has solidified, the A connection method characterized by removing the internal support by removing the fluid. 2. When connecting the drain pipe to the main sewer pipe, insert the support pipe into the connection hole formed in the main sewer pipe, and inject mortar into the gap between the connection hole and the support pipe to seal it. A connecting device for a drain pipe to a main sewer pipe, which connects a drain pipe to a main sewer pipe, the insertion pipe being inserted into a connection hole in the main sewer pipe having a flange part on the outer periphery thereof that comes into contact with the outer surface of the main sewer pipe. A support pipe having a mortar injection hole formed in the flange portion thereof, and a balloon-shaped interior that is inserted into the sewer pipe through the support pipe and inflates by injecting fluid such as air or water. The upper side of the gap between the connection hole and the support tube is closed with the flange part of the support tube, and the lower opening of the gap is closed with the expanded skin of the internal support, so that the mortar injection hole can be opened from the mortar injection hole. A connecting device characterized by being adapted to inject mortar.
JP1155852A 1989-06-20 1989-06-20 Construction method of drainage pipe to sewer main and its connecting device Expired - Lifetime JPH06100303B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1155852A JPH06100303B2 (en) 1989-06-20 1989-06-20 Construction method of drainage pipe to sewer main and its connecting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1155852A JPH06100303B2 (en) 1989-06-20 1989-06-20 Construction method of drainage pipe to sewer main and its connecting device

Publications (2)

Publication Number Publication Date
JPH0324397A true JPH0324397A (en) 1991-02-01
JPH06100303B2 JPH06100303B2 (en) 1994-12-12

Family

ID=15614908

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1155852A Expired - Lifetime JPH06100303B2 (en) 1989-06-20 1989-06-20 Construction method of drainage pipe to sewer main and its connecting device

Country Status (1)

Country Link
JP (1) JPH06100303B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002040910A1 (en) * 2000-11-17 2002-05-23 Greg Stephens Sewer pipe coupling
JP2006015407A (en) * 2004-06-01 2006-01-19 Komatsu Ltd Die cushion device

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5524535A (en) * 1978-08-11 1980-02-21 Babcock Hitachi Kk Decreasing method for nitrogen oxide
JPS5911271U (en) * 1982-07-12 1984-01-24 株式会社日立製作所 air conditioner

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5524535A (en) * 1978-08-11 1980-02-21 Babcock Hitachi Kk Decreasing method for nitrogen oxide
JPS5911271U (en) * 1982-07-12 1984-01-24 株式会社日立製作所 air conditioner

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002040910A1 (en) * 2000-11-17 2002-05-23 Greg Stephens Sewer pipe coupling
JP2006015407A (en) * 2004-06-01 2006-01-19 Komatsu Ltd Die cushion device

Also Published As

Publication number Publication date
JPH06100303B2 (en) 1994-12-12

Similar Documents

Publication Publication Date Title
US4049480A (en) Method and apparatus for forming a joint in a confined space between two abutting ends of conduit liners
JPH0324397A (en) Construction method for connecting drain pipe to sewerage main pipe and its connecting device
JPS6115239B2 (en)
JPH11170368A (en) Manhole hole lining method
JPH0777482B2 (en) Bellows-shaped cable pipe fittings
KR200448880Y1 (en) Fixtures for Manholes and Suspension Pipes
JP2002167738A (en) Base isolating water cutoff method for water gate pit mouth circumferential edge and its structure
KR100603514B1 (en) Manhole pipe connector
KR100617522B1 (en) Connection structure and construction method of watertight manhole
JP3432605B2 (en) Joint between pipe and manhole, method of manufacturing the same, and method of joining
JPS6245399B2 (en)
JP4503760B2 (en) Double pipe end closure lid
KR100645010B1 (en) Manhole structure for watertight coupling and pipe joining method using the same
JPH01193489A (en) Engineering method for regenerating outworn pipe
KR200412963Y1 (en) Manhole Branch Connector
JPS598414Y2 (en) Closures for pipe openings
JPH03636Y2 (en)
KR200325547Y1 (en) Conneting materials of the pipe for sewage and waste water
JP3892952B2 (en) Joint structure and repair method for joint structure
JP3109695B2 (en) Small synthetic resin manhole opening device
KR20090026702A (en) Piping Pipe Watertight Sealing
JPH0365250B2 (en)
JP2507185Y2 (en) Drainage mass
JPS60199123A (en) Water-proofing work for concrete wall
JPS6029519Y2 (en) tourniquet

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20081212

Year of fee payment: 14

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091212

Year of fee payment: 15

EXPY Cancellation because of completion of term
FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091212

Year of fee payment: 15