JPH06100303B2 - Construction method of drainage pipe to sewer main and its connecting device - Google Patents
Construction method of drainage pipe to sewer main and its connecting deviceInfo
- Publication number
- JPH06100303B2 JPH06100303B2 JP1155852A JP15585289A JPH06100303B2 JP H06100303 B2 JPH06100303 B2 JP H06100303B2 JP 1155852 A JP1155852 A JP 1155852A JP 15585289 A JP15585289 A JP 15585289A JP H06100303 B2 JPH06100303 B2 JP H06100303B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- support
- sewer main
- gap
- drainage
- 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
- 238000010276 construction Methods 0.000 title claims description 6
- 239000004570 mortar (masonry) Substances 0.000 claims description 18
- 238000003780 insertion Methods 0.000 claims description 16
- 230000037431 insertion Effects 0.000 claims description 16
- 239000012530 fluid Substances 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- 238000007789 sealing Methods 0.000 claims description 5
- 238000002347 injection Methods 0.000 description 4
- 239000007924 injection Substances 0.000 description 4
- 210000003491 skin Anatomy 0.000 description 4
- 210000002615 epidermis Anatomy 0.000 description 3
- 239000003795 chemical substances by application 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
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
Landscapes
- Branch Pipes, Bends, And The Like (AREA)
- Sewage (AREA)
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。TECHNICAL FIELD The present invention relates to a connection construction method for connecting a drainage pipe to a sewer main and a connecting device therefor, and particularly to a support pipe in a connection hole formed in the sewer main. The present invention relates to a connection construction method of a type in which a mortar is injected into a gap between the connection hole and a support pipe to seal the connection pipe and a drain pipe is connected to the support pipe, and a connection device therefor.
「従来の技術」 従来より他下に横設された下水道本管に合成樹脂製等の
排水管を接続するに際し、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、この支持管に排水管を接
続するようにした工法がある。"Prior art" When connecting a drainage pipe made of synthetic resin or the like to a sewer main that has been installed horizontally below another, insert a support pipe into the connection hole formed in the sewer main and support it with the connection hole. There is a construction method in which mortar is injected into the gap between the pipes and sealed, and a drain pipe is connected to this support pipe.
「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。[Problems to be Solved by the Invention] In the connection method described above, when mortar is injected into the gap between the connection hole and the support pipe, conventionally, the mortar flows down to the inside and outside of the sewer main and seals reliably. However, there is a drawback that workability is deteriorated especially when connecting a drainage pipe to an existing sewer main.
また、支持管にフランジ部を設けて該フランジ部をスポ
ンジ体を介して下水道本管に当接し、上記スポンジ体に
接着剤を含浸させることによりフランジ部を下水道本管
に接着するものも提案されているが、これではスポンジ
体が介在するために固定安定性に欠け、しかも、接続孔
と支持管との間隙はシールされないから、排水管を確実
且つ強固に接続できない欠点があり、実際上の施行にお
いては採用することができない。Also proposed is one in which a flange portion is provided on the support pipe, the flange portion is brought into contact with the sewer main via a sponge body, and the flange portion is bonded to the sewer main by impregnating the sponge body with an adhesive. However, in this case, since the sponge body is interposed, the fixing stability is poor, and since the gap between the connection hole and the support pipe is not sealed, there is a drawback that the drainage pipe cannot be connected securely and firmly. It cannot be adopted in enforcement.
更に、下水道本管の接続孔と排水管との間隙をシールす
る手段として、下水道本管内には接続孔の下方に凹部が
形成されるようにした伸縮自在な中空体からなる主管密
封器を配置すると共に排水管にも伸縮自在な中空体から
なる排水管密封器を配置し、両密封器にエアーを送るこ
とにより下水道本管と排水管との分岐継ぎ手部を密封
し、ここに硬化剤液を注入することにより上記接続孔と
排水管との間隙に硬化剤液を逆流充填させる形式のもの
も提案されている。Further, as a means for sealing the gap between the connection hole of the sewer main and the drainage pipe, a main pipe sealer composed of an expandable hollow body in which a recess is formed below the connection hole is arranged in the sewer main. At the same time, a drainage pipe sealer consisting of an expandable and contractible hollow body is also placed in the drainage pipe, and air is sent to both sealers to seal the branch joint between the sewer main pipe and the drainage pipe. There is also proposed a type in which the gap between the connection hole and the drainage pipe is filled with the hardening agent liquid by backflowing by filling.
しかし、この手段にあっては、主管密封器と排水管密封
器の2つの装置を必要とすると共に下水道本管の管径が
大きい場合には主管密封器も大型のものとなり、しかも
これを下水道本管内に軸方向に設置する必要があるか
ら、装置全体や施行設備が大掛かりなものとなり、ま
た、上記間隙をシールした後に下水道本管内に付着個化
している硬化剤を除去する必要があるから施行がきわめ
て面倒である等の欠点がある。However, this means requires two devices, a main pipe sealer and a drain pipe sealer, and when the pipe diameter of the sewer main is large, the main pipe sealer also becomes large. Since it needs to be installed in the main pipe in the axial direction, the whole equipment and enforcement equipment becomes large-scale, and it is necessary to remove the hardening agent adhering to the sewer main after sealing the gap. There are drawbacks such as extremely troublesome implementation.
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、モルタルが下水道本
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
性を向上させることができると共に強固に固定できるよ
うにした下水道本管への排水管の接続工法を提供するこ
とにある。A first object of the present invention is to eliminate the above-mentioned drawbacks of the conventional method of connecting a drainage pipe to a sewer main, and to ensure that the mortar can be poured into the sewer main without flowing down and the sealing performance is improved. Another object of the present invention is to provide a method for connecting a drainage pipe to a main sewer that can be improved and firmly fixed.
また、本発明の第2の目的は、上記したような工法を小
型の装置で容易に実施することができる下水道本管への
排水管の接続装置を提供することにある。A second object of the present invention is to provide a device for connecting a drainage pipe to a sewer main, which can easily carry out the above-mentioned construction method with a small device.
「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、下水
道本管に形成した接続孔に挿入される挿入管部を有する
と共に下水道本管の外面に当接するフランジ部を備えた
支持管を下水道本管に取り付けて該支持管に排水管を接
続する下水道本管への排水管の接続工法において、上記
支持管のフランジ部で上記接続孔と支持管との間隙の上
部開口部を閉塞し、パイプの先端に風船体を取り付けて
構成した内部支持体を上記支持管を介して下水道本管内
部に挿入し、上記パイプを介して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、該間隙をモル
タルでシールした後、上記流体を抜いて内部支持体を収
縮させた状態で支持管を通じて抜き出す工法である。"Means for Solving the Problems" A method for connecting a drainage pipe to a sewer main according to the present invention has an insertion pipe portion to be inserted into a connection hole formed in the sewer main, and is attached to an outer surface of the sewer main. In a method for connecting a drainage pipe to a sewer main for mounting a support pipe having a flange portion in contact with the sewer main and connecting a drainage pipe to the support pipe, the connection hole and the support pipe are provided in the flange portion of the support pipe. The upper opening of the gap is closed, and an internal support configured by attaching a balloon body to the tip of the pipe is inserted into the sewer main via the support pipe, and air or air is supplied to the internal support via the pipe. A state in which the lower opening of the gap is closed by the skin of the internal support by injecting and expanding a fluid such as water, the gap is sealed with mortar, and the internal support is contracted by draining the fluid. Work to pull out through the support tube with Is the law.
また、本発明に係る下水道本管への排水管の接続装置
は、下水道本管に形成した接続孔に挿入される挿入管部
を有すると共に下水道本管の外面に当接するフランジ部
を備えた支持管を下水道本管に取り付けて該支持管に排
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
装置において、上部に排水管接続部を有すると共に下部
には上記挿入管部を備えた主管と外周に上記フランジ部
を設けた鞘管とで構成した支持管と、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体をパイプの先端
側に取り付けた内部支持体とかならなり、上記支持管の
フランジ部で上記接続孔と支持管との間隙の上部開口部
を閉塞すると共に、内部支持体を上記支持管から下水道
本管内部に挿入して膨張させることによりその表皮で上
記間隙の下部開口部を閉塞し、該間隙をモルタルでシー
ルした後、上記内部支持体を収縮させた状態で上記支持
管を通じて抜き出すように構成したものである。Further, the drainage pipe connection device to the sewer main according to the present invention has an insertion pipe portion that is inserted into a connection hole formed in the sewer main, and a support that includes a flange portion that abuts the outer surface of the sewer main. A drainage pipe connecting device for connecting a drainage pipe to a main sewerage pipe and connecting the drainage pipe to the support pipe, wherein the drainage pipe connection portion is provided at an upper portion and the insertion pipe portion is provided at a lower portion. A support tube composed of a main tube and a sheath tube provided with the above-mentioned flange portion on the outer circumference, and an internal support having a balloon body that is inflated by injecting a fluid such as air or water attached to the tip side of the pipe. , The flange portion of the support pipe closes the upper opening of the gap between the connection hole and the support pipe, and the inner support is inserted from the support pipe into the inside of the sewer main to expand the inner support, Lower opening of the gap Occluded, after sealing the said gap with mortar, which is constituted as withdrawn through the support tube in a state of being contracted the inner support.
「作用」 支持管は主管と鞘管で構成されていて主管先端部の挿入
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、該挿入管部を下水道本管に形成した接
続孔に挿入すると鞘管の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隙の上部側が閉塞さ
れる。"Operation" The support pipe is composed of a main pipe and a sheath pipe, and the length of the insertion pipe part at the tip of the main pipe corresponds to the wall thickness of the connection hole formed in the sewer main. When inserted into the connection hole formed in the pipe, the flange portion of the sheath pipe comes into contact with the outer surface of the sewer main. As a result, the tip of the insertion pipe is set at a predetermined position without protruding into the sewer main, and
The flange portion closes the upper side of the gap between the connection hole and the support pipe.
次に、内部支持体を支持管から下水道本管内部に降ろ
し、パイプ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、上記間隙は上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部支持体の表皮で
閉塞された状態となっている。Next, the inner support is lowered from the support pipe into the inside of the sewer main, and a fluid such as air or water is injected from the pipe to expand the inner support, and the outer skin closes the lower opening of the gap. Therefore, the gap is in a state in which the upper side is closed by the flange portion of the support pipe and the lower opening portion is closed by the skin of the internal support.
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
孔等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。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、支持管の主管上部に排水管
を接続して埋め戻される。In this state, when the mortar is injected from the injection hole or the like formed in the flange portion of the support pipe, the mortar is filled in the annular gap and reliably sealed. After the mortar has solidified, the internal support is pulled up through the support pipe in a state of draining and deflating the fluid, and is backfilled by connecting a drainage pipe to the upper part of the main pipe of the support pipe.
「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。[Embodiment] An embodiment of a method for connecting a drainage pipe to a sewer main according to the present invention will be described together with the connecting device shown in FIGS. 1 to 3.
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。FIG. 1 is an exploded perspective view showing a drainage pipe and a support pipe, FIG. 2 is a perspective view of an internal support, and FIG. 3 is a sectional view showing a state in which the support pipe is connected to a sewer main.
図において、1は下水道本管、2は下水道本管1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1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よりも小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
に間隙25が形成されるが、フランジ部6が下水道本管1
の外面1aに当接してこのフランジ部6で間隙25の上部を
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。In the figure, 1 is a sewer main, 2 is a connection hole formed in the sewer main 1, 3 is a drainage pipe for draining sewage or rainwater basin, and is connected to the sewer main 1 via a support pipe 4. Connected. The support pipe 4 includes an insertion pipe portion 5 to be inserted into the connection hole 2 and a flange portion 6 provided on the outer periphery thereof, and the insertion pipe portion 5 is formed to have a smaller diameter than the connection hole 2. 5 is inserted into the connection hole 2, a gap 25 is formed between the connection hole 2 and the insertion pipe portion 5, but the flange portion 6 is formed in the sewer main pipe 1.
The upper surface of the gap 25 is closed by the flange portion 6 by abutting on the outer surface 1a. A mortar injection hole 7 is formed in the flange portion 6.
上記支持管4の構成を詳説すると、支持管4は合成樹脂
等によって成形される主管8と鍔管11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11はカラー部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をカラー部12に
挿入して固定される。そして上記小径部10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1の肉厚1S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
13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。The structure of the support pipe 4 will be described in detail. The support pipe 4 is composed of a main pipe 8 and a collar pipe 11 formed of synthetic resin or the like, and a large pipe for inserting and connecting the drain pipe 3 in the rear part of the main pipe 8. A diameter portion 9 and a small diameter portion 10 are formed on the front portion, and the collar pipe 11 has a flange portion 6 at the lower end of the collar portion 12.
Is provided and the small diameter portion 10 of the main pipe 8 is inserted into and fixed to the collar portion 12. The tip of the small-diameter portion 10 is projected below the flange portion 6 so that the insertion pipe portion 5
Is formed. The length of the insertion pipe portion 5 is a length corresponding to the wall thickness 1S of the sewer main pipe 1 in the connection hole 2, and the inner circumference of the rear end portion of the large diameter portion 9 has a rubber packing.
13 is arranged to seal the inserted drainage pipe 3.
14は風船状の内部支持体であって、後部のパイプ17から
空気又は水等の流体Lを注入すると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
下の挟持円盤16で挟持して構成され、この挟持円盤16に
上記パイプ17が取り付けられている。この内部支持体14
は萎んだ状態で上記支持管4を介して下水道本管1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18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15は膨張時に下水道
本管1の内壁面を覆うような大きさで表されているが、
下水道本管1の内径が大きい場合には、例えば、支持パ
イプ等を上記風船体15の内部を貫通させてその先端を伸
長調節自在としておいて下水道本管1の内底面に当接さ
せるようにすれば、風船体15を小型のものとしたり風船
体の形状を偏平風船状とすることができ、要するに膨張
時に上記間隙25の下部開口部が閉塞されればよい。Reference numeral 14 denotes a balloon-shaped internal support, which is configured to expand when a fluid L such as air or water is injected from a rear pipe 17. The internal support 14 is constructed by sandwiching the opening of the balloon body 15 between upper and lower sandwiching disks 16, and the pipe 17 is attached to the sandwiching disk 16. This internal support 14
Is inserted into the main sewer pipe 1 through the support pipe 4 in a deflated state, and by injecting and expanding the fluid L, the outer skin 18 closes the lower opening of the gap 25. . In the illustrated example, the balloon body 15 is sized so as to cover the inner wall surface of the sewer main line 1 when expanded.
When the inner diameter of the sewer main 1 is large, for example, a support pipe or the like is passed through the inside of the balloon body 15 so that the tip end of the main body can be stretched and adjusted and brought into contact with the inner bottom surface of the sewer main 1. By doing so, the balloon body 15 can be made small, or the shape of the balloon body can be made into a flat balloon shape. In short, the lower opening of the gap 25 should be closed at the time of expansion.
次に使用例を説明すると、下水道本管1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1の外面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1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の外周下面に両面接着可能
なシール材19を貼設しておくと、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ンジ部6と下水
道本管1外面との接合性を高めることができる。Next, an example of use will be described. When the insertion pipe portion 5 of the support pipe 4 is inserted into the connection hole 2 formed in the sewer main pipe 1, a gap 25 is formed between the connection hole 2 and the insertion pipe portion 5, Flange part 6
By contacting the outer surface 1a of the sewer main 1 with the gap
The top of 25 is blocked. By the flange portion 6 coming into contact with the outer surface of the sewer main pipe 1, the tip of the insertion pipe portion 5 is set at a predetermined position without protruding into the inside of the sewer main pipe 1. In this case, if a sealing material 19 which can be adhered to both sides is pasted on the outer peripheral lower surface of the flange portion 6, the support pipe 4 can be temporarily fixed to the sewer main pipe 1, and the flange portion 6 and the outer surface of the sewer main pipe 1 can be fixed. It is possible to improve the bondability with.
次に支持管4から下水道本管1内部に萎んだ状態の内部
支持体14を降ろし、パイプ17から流体Lを注入すると内
部支持体14は膨張し、その表皮表皮で上記間隙25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の表皮表皮で閉塞された状態となる。Next, when the inner support 14 in a state of being shrunk into the inside of the sewer main pipe 1 is lowered from the support pipe 4 and the fluid L is injected from the pipe 17, the inner support 14 expands, and in the epidermis skin thereof, the lower opening of the gap 25 is formed. Is blocked. Therefore, the gap 25 is in a state in which the upper side is closed by the flange portion 6 of the support tube 4 and the lower opening is closed by the epidermis of the inner support 14.
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内に充填され、確実にシールされる。上記内部支
持体14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を介して引き上げ、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。In this state, when the resin mortar 20 is injected from the injection hole 7 formed in the flange portion 6, the mortar 20 is filled in the annular gap 25 and is reliably sealed. After the mortar 20 is solidified, the internal support 14 is pulled up through the support pipe 4 in a state of draining the fluid L, and the drain pipe 3 is connected to the large diameter portion 9 of the support pipe 4 to backfill it. Of course, the drainage pipe 3 can be replenished sequentially.
「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、排水管を下水管本管に接続する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と共に支
持管を確実かつ強固に固定することができる。"Effect of the invention" According to the method for connecting a drainage pipe to a sewer main according to the present invention, a support pipe used when connecting the drainage pipe to the sewer main can be reliably set, The mortar injected into the gap between the connection hole formed in the main water pipe and the support pipe does not leak inside the main sewer pipe, so it can be reliably sealed and the work becomes extremely easy and supported. The pipe can be securely and firmly fixed.
また、本発明に係る接続装置によれば、構成及び操作が
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、しかも内部支持体を小型化することができると
共に支持管を介して、即ち、上方からだけの作業で、下
水道本管内部への挿入、流体の圧送、流体の抜き出し、
内部支持体の取り出し、等の操作を行うことができ、施
行がきわめて容易である。なお、内部支持体は繰り返し
使用することができるのは勿論である。Further, according to the connection device of the present invention, the structure and operation are simple, the drain pipe can be reliably supported by the support pipe, the internal support can be downsized, and the support pipe is interposed. In other words, by only working from above, inserting into the sewer main, pumping fluid, withdrawing fluid,
Operations such as taking out the internal support can be performed and the operation is extremely easy. The internal support can, of course, be used repeatedly.
図面は本発明に係る下水道本管への排水管の接続装置の
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:下水道本管 2:接続孔 3:排水管 4:支持管 5:挿入管部 6:フランジ部 7:モルタル注入孔 8:主管 11:鍔管 14:内部支持体 17:パイプ 18:内部支持体の表皮 L:流体 20:モルタル 25:間隙The drawings show an embodiment of a device for connecting a drainage pipe to a sewer main according to the present invention. FIG. 1 is an exploded perspective view showing a drainage pipe and a support pipe, FIG. 2 is a perspective view of an internal support, and FIG. The figure is a cross-sectional view showing a state in which a support pipe is connected to a sewer main. 1: Sewer main 2: Connection hole 3: Drain pipe 4: Support pipe 5: Insert pipe part 6: Flange part 7: Mortar injection hole 8: Main pipe 11: Tsuba pipe 14: Internal support 17: Pipe 18: Internal support Body epidermis L: Fluid 20: Mortar 25: Gap
Claims (2)
挿入管部を有すると共に下水道本管の外面に当接するフ
ランジ部を備えた支持管を下水道本管に取り付けて該支
持管に排水管を接続する下水道本管への排水管の接続工
法において、 上記支持管のフランジ部で上記接続孔と支持管との間隙
の上部開口部を閉塞し、パイプの先端に風船体を取り付
けて構成した内部支持体を上記支持管を介して下水道本
管内部に挿入し、上記パイプを介して内部支持体に空気
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、該間隙を
モルタルでシールした後、上記流体を抜いて内部支持体
を収縮させた状態で支持管を通じて抜き出すことを特徴
とする下水道本管への排水管の接続工法。1. A support pipe having an insertion pipe portion to be inserted into a connection hole formed in the sewer main pipe and having a flange portion that abuts an outer surface of the sewer main pipe, is attached to the sewer main pipe, and drainage is carried out to the support pipe. In the construction method of connecting a drainage pipe to a sewer main for connecting a pipe, the flange portion of the support pipe closes the upper opening of the gap between the connection hole and the support pipe, and a balloon body is attached to the tip of the pipe. The inner support body is inserted into the sewer main via the support pipe, and a fluid such as air or water is injected into the inner support body through the pipe to expand the inner support body so that the gap in the skin of the inner support body is increased. The method for connecting a drainage pipe to a sewer main, characterized in that after closing the lower opening of the container and sealing the gap with mortar, the fluid is extracted and the internal support is contracted and then withdrawn through a support pipe. .
挿入管部を有すると共に下水道本管の外面に当接するフ
ランジ部を備えた支持管を下水道本管に取り付けて該支
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
管の接続装置において、 上部に排水管接続部を有すると共に下部には上記挿入管
部を備えた主管と外周に上記フランジ部を設けた鞘管と
で構成した支持管と、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体をパイプの先端側に取り付けた
内部支持体とからなり、上記支持管のフランジ部で上記
接続孔と支持管との間隙の上部開口部を閉塞すると共
に、内部支持体を上記支持管から下水道本管内部に挿入
して膨張させることによりその表皮で上記間隙の下部開
口部を閉塞し、該間隙をモルタルでシールすると共に上
記内部支持体を収縮させた状態で上記支持管を通じて抜
き出すように構成したことを特徴とする下水道本管への
排水管の接続装置。2. A support pipe having an insertion pipe portion to be inserted into a connection hole formed in the sewer main pipe and having a flange portion that abuts an outer surface of the sewer main pipe is attached to the sewer main pipe, and drainage is carried out to the support pipe. In a drainage pipe connecting device to a sewer main for connecting pipes, a main pipe having a drainage pipe connection part in the upper part and the insertion pipe part in the lower part, and a sheath pipe having the flange part in the outer periphery And a support tube configured by and an internal support having a balloon body that is inflated by injecting a fluid such as air or water attached to the tip end side of the pipe, and the flange portion of the support tube supports the connection hole and the support hole. The upper opening of the gap with the pipe is closed, and the inner support is inserted from the support pipe into the inside of the sewer main to inflate and close the lower opening of the gap with the skin, and the gap is mortared. And seal with A device for connecting a drainage pipe to a sewer main, wherein the internal support is contracted and extracted through the support pipe.
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 JPH0324397A (en) | 1991-02-01 |
| JPH06100303B2 true 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) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6460896B1 (en) * | 2000-11-17 | 2002-10-08 | Greg Stephens | Sewer pipe coupling |
| JP4722558B2 (en) * | 2004-06-01 | 2011-07-13 | 株式会社小松製作所 | Die cushion device |
Family Cites Families (2)
| 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 |
-
1989
- 1989-06-20 JP JP1155852A patent/JPH06100303B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0324397A (en) | 1991-02-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP2806822B2 (en) | Pipe closing method and apparatus | |
| KR0178146B1 (en) | Reversing method of pipe lining material | |
| JPH06100303B2 (en) | Construction method of drainage pipe to sewer main and its connecting device | |
| JPH0777482B2 (en) | Bellows-shaped cable pipe fittings | |
| JP2002167738A (en) | Base isolating water cutoff method for water gate pit mouth circumferential edge and its structure | |
| JP3764027B2 (en) | Pipe lining material reversing device and pipe lining material reversal method using the same | |
| JPH01193489A (en) | Engineering method for regenerating outworn pipe | |
| JP2737049B2 (en) | Connection method and connection structure between underground structure frame and pipe | |
| CN219137870U (en) | Closestool sealing ring | |
| JP2002001819A (en) | Tube lining process as well as tube lining material and its manufacturing method | |
| JP2815330B2 (en) | Pipe lining method | |
| JP5532490B2 (en) | Seismic reinforcement method for existing pipelines | |
| JPH0514835B2 (en) | ||
| JPH0639791B2 (en) | Manhole waterproofing method | |
| JP2004239410A (en) | Seismic joint | |
| JP2863345B2 (en) | Branch fitting | |
| JPH0546905Y2 (en) | ||
| JP2001124241A (en) | Bypass pipe and its joining method to existing pipe | |
| JPS598414Y2 (en) | Closures for pipe openings | |
| JPH1182864A (en) | Water stop plug | |
| JPS60233245A (en) | Chemical injection and water stopping construction method from inner surface of pipe by three-direction hermetical closing of t-shaped branched pipe attachment part of small diameter sewage pipe embedded in ground | |
| JP2000336683A (en) | Manhole piping work method | |
| JP2798740B2 (en) | Structure of terminal opening of underground pipeline | |
| JPH0610367A (en) | Waterproof method for manhole | |
| JP4871016B2 (en) | Tubing, pipe connecting method and duct |
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 |