JP2008106443A - Pipe closing implement for buried-pipe filling method - Google Patents

Pipe closing implement for buried-pipe filling method Download PDF

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JP2008106443A
JP2008106443A JP2006287539A JP2006287539A JP2008106443A JP 2008106443 A JP2008106443 A JP 2008106443A JP 2006287539 A JP2006287539 A JP 2006287539A JP 2006287539 A JP2006287539 A JP 2006287539A JP 2008106443 A JP2008106443 A JP 2008106443A
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pipe
buried
opening
tube
obturator
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JP4982673B2 (en
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Hiroshi Kawamura
寛 河村
Yoshio Tomoda
義夫 共田
Junji Okuda
隼士 奥田
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AOI TECHNICAL KK
Sanwa Kogyo Co Ltd
Sumitomo Densetsu Co Ltd
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AOI TECHNICAL KK
Sanwa Kogyo Co Ltd
Sumitomo Densetsu Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

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Abstract

<P>PROBLEM TO BE SOLVED: To enhance the efficiency of a buried-pipe filling method for filling an internal space of the buried pipe by injecting a filler such as slurry mortar into the unused buried pipe from its one end, and to reduce working hours. <P>SOLUTION: This pipe closing implement 1 comprises: a pipe 2 which can be inserted into the pipe opening 11a of the unused buried pipe 11; a fixing implement 6 for fixing the pipe to the pipe opening; and a seal member 7 for closing a gap between an inner surface of the pipe opening and the other end-side outer periphery of the pipe inserted into the pipe opening. The pipe closing implement 1 is fixed to the pipe opening 11a; the fluid filler is injected into the unused buried pipe 11 through the inside of the pipe via a hose 12 which is connected to one end of the pipe 2; and a backflow of the filler is stopped by a check valve 5 which is provided inside the pipe 2. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

この発明は、地中の埋設管に充填材を注入して管内の空間を埋めるときに使用する管口閉塞具に関する。   The present invention relates to a tube opening obturator used when filling a space in a pipe by injecting a filler into an underground pipe.

マンホールの複数のスパン間にわたって地中に埋設された電気ケーブル配線管、上下水道管、ガス管などの埋設管の中には、既にその使命を終えて使用されなくなったもの(これを遊休埋設管と言う)がある。この遊休埋設管は、そのまま放置すると劣化して潰れ、地面陥没の原因となることから、道路下などの遊休埋設管については、内部の空間を充填材で埋めつくすことが義務付けられる方向にある。   Some of the buried pipes such as electric cable wiring pipes, water and sewage pipes, and gas pipes buried in the ground across multiple manhole spans are no longer used after the end of their missions. Say). If this idle buried pipe is left as it is, it will deteriorate and become crushed and cause the ground to collapse. Therefore, the idle buried pipes under the road and the like are required to be filled with a filler.

この遊休埋設管の内部空間は、スラリーモルタルなどの流動性のある充填材を管内に注入して埋めることができる。その工法を埋設管充填工法と言う。その埋設管充填工法が下記特許文献1、2に開示されている。   The internal space of the idle buried pipe can be filled by injecting a fluid filler such as slurry mortar into the pipe. This method is called buried pipe filling method. The buried pipe filling method is disclosed in Patent Documents 1 and 2 below.

特許文献1、2が開示している工法は、どちらも、充填材圧送用ポンプを地上に配置し、そのポンプから延ばしたホースを遊休埋設管の一端に接続し、そのホース経由で充填材を供給して遊休埋設管に注入する。   In both methods disclosed in Patent Documents 1 and 2, a filler pump is disposed on the ground, a hose extended from the pump is connected to one end of an idle buried pipe, and the filler is passed through the hose. Supply and inject into the idle buried pipe.

この特許文献1、2が開示している工法を実施するときの充填材注入開始までの準備作業と充填材注入後の後処理は、以下のようにして行われていた。   The preparatory work up to the start of filling material filling and the post-treatment after filling material filling when the methods disclosed in Patent Documents 1 and 2 are carried out have been performed as follows.

作業1:遊休埋設管の一端に継手となす樹脂製のパイプを挿入し、そのパイプと遊休埋設管の間の隙間に止水用のウエスを詰める。
作業2:作業1完了後に管口とパイプとの間に速乾性セメントを塗りつけて乾燥させ、パイプを管口に固定する。
作業3:管口に固定したパイプと地上の充填材圧送用ポンプから延ばしたホースとの間を、折り畳み収納が可能な接続ホース(サニーホースと称されるホース)で接続する。接続ホースは、一端をホースバンドで締付けて前記パイプの入口側の外周に固定し、他端を圧送用ポンプから延ばしたホースの外周に番線などでくくりつけて固定する。
作業4:以上の準備作業を終えた後、遊休埋設管に充填材を注入する。
作業5:充填材の注入完了後に接続用ホースの長手途中を縛ってこのホースの口を閉じ、その閉塞点よりもポンプ側で接続用ホースを切断して作業を終了する。
特開2005−83036号公報 特開2005−120630号公報
Operation 1: Insert a resin pipe as a joint into one end of the idle buried pipe, and fill a gap between the pipe and the idle buried pipe with a water stop cloth.
Work 2: After work 1 is completed, fast-drying cement is applied between the pipe opening and the pipe and dried to fix the pipe to the pipe opening.
Work 3: Connect the pipe fixed to the pipe opening and the hose extended from the above-mentioned filler pump for filling with a connecting hose (hose called Sunny hose) that can be folded and stored. The connecting hose is fastened with a hose band at one end and fixed to the outer periphery of the inlet side of the pipe, and the other end is fixed by attaching a wire or the like to the outer periphery of the hose extended from the pump for pumping.
Work 4: After completing the above preparatory work, the filler is injected into the idle buried pipe.
Operation 5: After completion of the filling of the filler, the connecting hose is tied in the middle of the length of the connecting hose, and the opening of the hose is closed.
JP-A-2005-83036 JP 2005-120630 A

上述した方法では、上記の作業1に20〜30分、作業2のセメント塗りつけに約20分、セメント乾燥に約30分、作業3の接続ホースの取付けに約20分の時間を費やし、準備だけでもゆうに1時間を越す時間が必要であった。充填材注入後の作業5も手間がかかり、これらが原因で工法の所要時間が長くなっていた。   In the above-described method, it takes 20 to 30 minutes for the above operation 1, about 20 minutes for applying the cement for operation 2, about 30 minutes for drying the cement, and about 20 minutes for installing the connection hose for operation 3, and only preparation. But it took a long time to go over an hour. The operation 5 after filling the filler takes time, and the time required for the construction method is increased due to these factors.

この発明は、特許文献1、2が開示しているような埋設管充填工法の能率向上、作業時間短縮を可能にすることを課題としている。   An object of the present invention is to improve the efficiency and shorten the working time of the buried pipe filling method disclosed in Patent Documents 1 and 2.

上記の課題を解決するため、この発明においては、遊休埋設管の充填材注入側の管口を塞ぐ管口閉塞具を提供する。その管口閉塞具は、一端側から他端側へ向かう流れを順方向とする逆止弁を内部に設け、他端側を前記管口に挿入可能となしたパイプと、このパイプを管口に固定する固定具と、管口の内面とその管口に挿入したパイプの他端側外周との間の隙間を塞ぐシール部材とからなる。
この管口閉塞具は、前記パイプの他端側を前記管口に挿入して前記固定具で管口に固定し、この状態で前記パイプの一端にホースを接続し、そのホース経由で流動性のある充填材を埋設管の内部に注入し、その充填材の逆流を前記逆止弁で止めるように構成されており、管口に対する取付けが簡単で充填材注入後の後処理も不要にする効果がある。
In order to solve the above-described problems, the present invention provides a tube opening obturator that closes the tube opening on the filler injection side of an idle buried tube. The tube opening obturator is provided with a check valve in which a flow from one end side to the other end side is provided in a forward direction, and the other end side can be inserted into the tube port, and this pipe is connected to the tube port. And a seal member that closes a gap between the inner surface of the pipe opening and the outer periphery of the other end of the pipe inserted into the pipe opening.
In this tube port closing tool, the other end side of the pipe is inserted into the tube port and fixed to the tube port with the fixing device. In this state, a hose is connected to one end of the pipe, and the fluidity is passed through the hose. It is configured to inject the filled material into the buried pipe and stop the back flow of the filled material with the check valve, so that it can be easily attached to the pipe opening and does not require post-treatment after filling the filled material. effective.

この管口閉塞具の好ましい形態を以下に列挙する。
(1)逆止弁を伴った空気充填口を備えたチューブを前記パイプの他端側外周に巻きつけて前記固定具を構成し、前記チューブを空気で膨らませて管口の内周面に圧接させて管口に固定するもの。
(2)上記チューブの空気充填口に、空気供給用のエアホースを取付けたもの。
(3)前記シール部材をウレタンスポンジで構成し、このウレタンスポンジを筒状に形成して前記パイプの他端側外周に嵌めたもの。
(4)前記逆止弁を、前記パイプの内部に設けるパイプ中心と同心の環状弁座と、その環状弁座に接離させるフラップ弁とで構成したもの。
(5)前記パイプを、一端側が小径、他端側が大径の異径パイプで構成し、このパイプの他端側の内部に前記逆止弁を設置したもの。
(6)前記パイプの一端側外周に環状凸部を設けたもの。
Preferred forms of the tube opening obturator are listed below.
(1) A tube having an air filling port with a check valve is wound around the outer periphery of the other end of the pipe to form the fixture, and the tube is inflated with air and pressed against the inner peripheral surface of the tube port. Let it be fixed to the tube mouth.
(2) An air hose for supplying air is attached to the air filling port of the tube.
(3) The seal member is made of urethane sponge, the urethane sponge is formed in a cylindrical shape, and is fitted to the outer periphery on the other end side of the pipe.
(4) The check valve comprises an annular valve seat concentric with the center of the pipe provided inside the pipe, and a flap valve that contacts and separates from the annular valve seat.
(5) The pipe is constituted by a different diameter pipe having a small diameter at one end and a large diameter at the other end, and the check valve is installed inside the other end of the pipe.
(6) An annular convex portion is provided on the outer periphery on one end side of the pipe.

この発明の管口閉塞具は、管口に固定するパイプの一端にホースを接続し、供給される充填材を、そのホースを経由して前記パイプから遊休埋設管に注入する。管口に対するパイプの固定は、管口閉塞具に設けた固定具によってなされ、また、パイプの他端側外周と管口の内周面との間の隙間の封止がシール部材によってなされるようにしているので、前述の作業1のウエスの詰め込み、作業2の速乾性セメントの塗布、乾燥の各作業が不要になる。   In the tube opening obturator of the present invention, a hose is connected to one end of a pipe fixed to the tube port, and the supplied filler is injected from the pipe into the idle buried tube via the hose. The pipe is fixed to the pipe opening by a fixing tool provided on the pipe opening obturator, and the seal between the outer periphery of the other end of the pipe and the inner peripheral surface of the pipe opening is made by a seal member. Therefore, the above-described operations of packing the waste in the operation 1, applying the quick-drying cement in the operation 2, and drying are unnecessary.

また、遊休埋設管に注入された充填材の逆流、漏れ出しがパイプの内部に設けた逆止弁によって阻止される。従って、従来使用していた接続ホースを使用する必要がなく、接続ホースの取付け(上記の作業3)、接続ホースの口閉じと切断(上記の作業5)作業が省かれる。これにより、準備と後処理が簡単になって作業能率が向上し、全作業を終了するまでの時間が大幅に短縮される。   Further, backflow and leakage of the filler injected into the idle buried pipe are prevented by a check valve provided inside the pipe. Therefore, it is not necessary to use a connection hose which has been used conventionally, and the connection hose installation (above operation 3) and the connection hose mouth closing and cutting (above operation 5) are omitted. As a result, preparation and post-processing are simplified, work efficiency is improved, and time until all work is completed is greatly reduced.

なお、管口閉塞具の固定具として前述のチューブを用いるものは、パイプの他端側を管口に挿入した後にパイプの外周に巻きつけたチューブを空気で膨らませるだけでよく、管口への固定作業が非常に簡単になる。また、チューブの内圧を高めて摩擦による固定力を増大させることができ、固定の安定性も確保し易い。   In addition, what uses the above-mentioned tube as a fixture of a tube opening obstruction | occlusion device should just inflate the tube wound around the outer periphery of a pipe with air after inserting the other end side of a pipe into a tube opening, and to a tube opening Fixing work becomes very easy. Moreover, the internal pressure of a tube can be raised and the fixing force by friction can be increased, and it is easy to ensure the stability of fixation.

チューブの空気充填口にエアホースを取付けたものは、空気ポンプをエアホースに接続して空気を供給することができ、チューブを膨らませるときに作業規制を受け難い。   An air hose attached to the air filling port of the tube can supply air by connecting an air pump to the air hose, and is less subject to work restrictions when the tube is inflated.

さらに、シール部材をウレタンスポンジで構成したものは、ウレタンスポンジが弾性変形能に優れるため、管口の内径とパイプの他端側外径との径差の変動量を吸収して確実なシールを行うことができる。   Furthermore, when the seal member is made of urethane sponge, the urethane sponge is excellent in elastic deformability, so it absorbs the fluctuation amount of the difference in diameter between the inner diameter of the pipe opening and the outer diameter of the other end of the pipe to ensure a reliable seal. It can be carried out.

また、逆止弁を、パイプの内部に設けるパイプ中心と同心の環状弁座と、その環状弁座に接離させるフラップ弁とで構成したものは、逆止弁の構造が単純で、組み付けもし易く
、コスト低減が図れる。
In addition, when the check valve is composed of an annular valve seat concentric with the center of the pipe provided inside the pipe and a flap valve that contacts and separates from the annular valve seat, the check valve structure is simple and assembled. It is easy and the cost can be reduced.

さらに、前記パイプとして、一端側が小径、他端側が大径の異径パイプを用いたものは、パイプの小径部と大径部の段差部に逆止弁の弁座を形成することができる。また、一般的な遊休埋設管は、充填材圧送用ポンプから延ばしたホースよりも内径が大きいものが多いが、そのような遊休埋設管の内径とパイプの他端側外径との径差を縮めて管口に対する管口閉塞具の固定の安定性を高めることもできる。   Further, the pipe using a different diameter pipe having a small diameter at one end and a large diameter at the other end can form a check valve seat at a step portion between the small diameter portion and the large diameter portion of the pipe. In general, many idle buried pipes have a larger inner diameter than the hose extended from the filler pump, but the difference between the inner diameter of such an idle buried pipe and the outer diameter of the other end of the pipe is reduced. The stability of fixing the tube obturator to the tube opening can be increased by shrinking.

このほか、パイプの一端側外周に環状凸部を設けたものは、その環状凸部にハウジング式管継手のハウジングを係合させることができ、ホースの接続をハウジング式管継手を用いてより簡便に行うことが可能になる。   In addition, pipes with an annular projection on the outer periphery on one end side can engage the housing of the housing-type pipe joint with the annular projection, making it easier to connect the hose using the housing-type pipe joint. It becomes possible to do.

以下、添付図面の図1〜図6に基づいて、この発明の管口閉塞具の実施の形態を説明する。図1及び図2に示す管口閉塞具1は、本体部となるパイプ2と、そのパイプ2の内部に設けた逆止弁5と、パイプ2の大径部4の外周に設けた固定具6及びシール部材7からなる。   Hereinafter, an embodiment of a tube opening obturator according to the present invention will be described with reference to FIGS. 1 and 2 includes a pipe 2 serving as a main body, a check valve 5 provided inside the pipe 2, and a fixture provided on the outer periphery of the large-diameter portion 4 of the pipe 2. 6 and a seal member 7.

例示の閉塞具のパイプ2は塩化ビニール樹脂(PVC)で形成したものを用いている。図示のパイプ2は、管継手として用いられる異径ソケットの両側にそれぞれ短尺の小径パイプと大径パイプを継ぎ足して一端側に小径部3を、他端側に大径部4をそれぞれ形成したものにしているが、パイプの材質や形状は、ここで述べたものに限定されない。このパイプ2の大径部4は、図3に示す遊休埋設管11の管口11aに挿入可能な太さにしている。   The pipe 2 of the illustrated obturator is made of vinyl chloride resin (PVC). The illustrated pipe 2 is obtained by adding a short small diameter pipe and a large diameter pipe to both sides of a different diameter socket used as a pipe joint, and forming a small diameter portion 3 on one end side and a large diameter portion 4 on the other end side, respectively. However, the material and shape of the pipe are not limited to those described here. The large-diameter portion 4 of the pipe 2 has a thickness that can be inserted into the tube port 11a of the idle buried tube 11 shown in FIG.

また、パイプ2の一端側外周(小径部3の先端部の外周)には、管継手を構成する環状凸部3aを設けている。   Moreover, the annular convex part 3a which comprises a pipe joint is provided in the one end side outer periphery (outer periphery of the front-end | tip part of the small diameter part 3) of the pipe 2. As shown in FIG.

逆止弁5は、一端側から他端側へ向かう流れを順方向とし、逆向きの流れを阻止する弁である。図示の逆止弁5は、ゴムの円盤で形成されるフラップ弁5aとその弁を接離させる弁座5bとで構成している。弁座5bは、パイプ2の大径部4の内部の小径部側端部に内フランジの付いたスリーブを接着等で取付けてそのスリーブの内フランジで形成しており、パイプ2の中心と同心の環状弁座になっている。この環状弁座5bの一部分にフラップ弁5aの一部を、ボルト5cなどを使用して固定し、環状弁座5bの全域にフラップ弁5aを密着させて遊休埋設管に注入された充填材の逆流を防止するようにしている。   The check valve 5 is a valve that sets the flow from one end side to the other end side as a forward direction and prevents a reverse flow. The illustrated check valve 5 includes a flap valve 5a formed of a rubber disk and a valve seat 5b for contacting and separating the valve. The valve seat 5b is formed by attaching a sleeve with an inner flange to the end of the small-diameter portion inside the large-diameter portion 4 of the pipe 2 by bonding or the like, and is formed by the inner flange of the sleeve, and is concentric with the center of the pipe 2 It is an annular valve seat. A part of the flap valve 5a is fixed to a part of the annular valve seat 5b by using a bolt 5c or the like, and the flap valve 5a is brought into close contact with the entire area of the annular valve seat 5b to fill the idle buried pipe. I try to prevent backflow.

固定具6は、ゴム製のエンドレスチューブ6aを大径部4の外周に数回巻きつけて構成している。チューブ6aはシティサイクル用のチューブを転用したものであって、ウッズバルブと称される逆止弁(図示せず)を伴った空気充填口6bを有する。ここでは、その空気充填口6bにエアホース6cを取付けている。そのエアホース6cは、ホース端に設けた接続具6dを使用して空気ポンプ(図示せず)を接続することができる。   The fixture 6 is configured by winding a rubber endless tube 6 a around the outer circumference of the large-diameter portion 4 several times. The tube 6a is a diversion of a city cycle tube and has an air filling port 6b with a check valve (not shown) called a Woods valve. Here, an air hose 6c is attached to the air filling port 6b. The air hose 6c can be connected to an air pump (not shown) using a connector 6d provided at the end of the hose.

シール部材7は、筒状に成形し、筒の外径を遊休埋設管11の管口11aの内径よりも大きくしたウレタンスポンジを用いており、そのウレタンスポンジをパイプ2の他端側の外周(大径部4の外周)に嵌めている。   The seal member 7 is formed in a cylindrical shape and uses a urethane sponge whose outer diameter is larger than the inner diameter of the port 11 a of the idle buried pipe 11, and the urethane sponge is used as an outer periphery on the other end side of the pipe 2 ( The outer periphery of the large diameter portion 4 is fitted.

なお、パイプ2の一端側外周に設ける環状凸部3aはパイプ2の小径部3と一体に成形したものであってもよいが、コスト面ではストレートなパイプの外周に別体のスリーブを固定して作り出したものが有利である。   The annular convex portion 3a provided on the outer periphery of the one end side of the pipe 2 may be formed integrally with the small diameter portion 3 of the pipe 2, but in terms of cost, a separate sleeve is fixed to the outer periphery of the straight pipe. It is advantageous to produce it.

以上のように構成した管口閉塞具1の使用法を以下に述べる。図3は、マンホール10に開口した遊休埋設管11の管口11a近傍を示している。遊休埋設管11は、前掲の特許文献1、2が開示しているような方法で充填材注入のための前処理をあらかじめ行っている。   A method of using the tube opening obturator 1 configured as described above will be described below. FIG. 3 shows the vicinity of the pipe opening 11 a of the idle buried pipe 11 opened to the manhole 10. The idle buried pipe 11 is preliminarily subjected to pretreatment for filling material injection by the method disclosed in the above-mentioned Patent Documents 1 and 2.

まず、マンホール10に運び入れた管口閉塞具1の止水用シール部材7を圧縮して弾性変形させ、この状態でパイプ2の他端側(大径部4側)を遊休埋設管11の管口11aに挿入する。このとき、ウレタンスポンジで形成されたシール部材7が弾性復元して管口11aに密着し、管口11aの内径と大径部4の外周との間の隙間を埋める。   First, the water sealing member 7 of the tube closure 1 carried into the manhole 10 is compressed and elastically deformed, and in this state, the other end side (large diameter portion 4 side) of the pipe 2 is placed on the idle buried pipe 11. Insert into the tube port 11a. At this time, the seal member 7 formed of urethane sponge is elastically restored and is brought into close contact with the tube port 11a, thereby filling a gap between the inner diameter of the tube port 11a and the outer periphery of the large-diameter portion 4.

次に、エアホース6cに空気ポンプ(図示せず)を接続してそのポンプから供給する空気でチューブ6aを図4に示すように膨らませ、このチューブ6aを管口11aの内面に圧接させて摩擦力で管口閉塞具1を管口11aに固定する。以上で管口閉塞具1の取付けが完了する。その間の所要時間はわずか数分で済む。   Next, an air pump (not shown) is connected to the air hose 6c, and the tube 6a is inflated with air supplied from the pump as shown in FIG. 4, and the tube 6a is brought into pressure contact with the inner surface of the port 11a to generate frictional force. Then, the tube port obturator 1 is fixed to the tube port 11a. The attachment of the tube opening obturator 1 is thus completed. The time required is only a few minutes.

この後、充填材供給用のホース12をマンホール内に突出しているパイプ2の一端側に接続する。ホース12は、地上に配置された充填材圧送用ポンプ(例えば、図6のポンプ車15)から延ばしたものであり、ここでは、そのホース12の接続を、図5に示す既知のハウジング式管継手13を用いて行うようにしている。ホース12の先端には、パイプ2の小径部3の先端に突き合わせるパイプ14を予め取付けている。パイプ14は、環状凸部3aに対応させた環状凸部14aを先端外周に設けており、そのパイプ14をパイプ2の小径部3の先端に突き合わせ、管継手13のハウジング13a(これは2分割されて片側に分割部がヒンジ結合されている)を突合せ端に被せてパイプ2の小径部3にパイプ14を接続する。図6の16は充填材搬送車である。   Thereafter, the hose 12 for supplying the filler is connected to one end of the pipe 2 protruding into the manhole. The hose 12 extends from a filling material pump (for example, the pump truck 15 in FIG. 6) arranged on the ground. Here, the connection of the hose 12 is connected to a known housing type pipe shown in FIG. The joint 13 is used. A pipe 14 is attached in advance to the tip of the hose 12 so as to butt against the tip of the small diameter portion 3 of the pipe 2. The pipe 14 is provided with an annular convex portion 14a corresponding to the annular convex portion 3a on the outer periphery of the distal end. The pipe 14 is abutted against the distal end of the small diameter portion 3 of the pipe 2, and the housing 13a of the pipe joint 13 (this is divided into two parts). Then, the pipe 14 is connected to the small diameter part 3 of the pipe 2 by covering the butt end. Reference numeral 16 in FIG. 6 denotes a filler transport vehicle.

以上の準備作業を完了したら、圧送用ポンプを駆動してスラリーモルタルなどの充填材
を管口閉塞具1経由で遊休埋設管11に注入する。注入時には、フラップ弁5aが充填材の流動圧で図5に鎖線で示すように弾性変形して逆止弁5が開弁し、従って、充填材の注入は支障なくなされる。
When the above preparatory work is completed, the pump for pumping is driven and a filler such as slurry mortar is injected into the idle buried pipe 11 via the pipe opening obturator 1. At the time of injection, the flap valve 5a is elastically deformed by the flow pressure of the filler as shown by a chain line in FIG. 5, and the check valve 5 is opened, so that the injection of the filler is not hindered.

遊休埋設管11に充填材が満杯に注入されたら注入を停止し、管継手13のハウジングを外してホース12を管口閉塞具1から切り離す。これによって、遊休埋設管11に注入
した充填材が逆流しようとするが、逆流圧が発生するとその圧力によって逆止弁5が閉弁し、注入した充填材の漏れ出しを防止する。従って、逆流防止のための面倒な作業は不要であり、以上で埋設管充填工法の全作業が終了する。
When the filler is filled into the idle buried pipe 11, the filling is stopped, the housing of the pipe joint 13 is removed, and the hose 12 is disconnected from the tube closing device 1. As a result, the filler injected into the idle buried pipe 11 tries to flow backward, but when a reverse flow pressure is generated, the check valve 5 is closed by the pressure to prevent leakage of the injected filler. Therefore, the troublesome work for preventing the backflow is unnecessary, and the whole work of the buried pipe filling method is completed.

このように、この発明の管口閉塞具1を使用すると、埋設管充填工法実施時の準備と後処理が簡単になって作業の手間が削減され、全作業時間の大幅短縮が図れる。   As described above, when the tube opening obturator 1 according to the present invention is used, preparation and post-processing at the time of carrying out the buried pipe filling method are simplified, the labor of the work is reduced, and the total work time can be greatly shortened.

なお、管口に取付けた管口閉塞具1は、所謂嵌め殺しにする。従って、安価な材料を使用してコスト低減を図ったものが好ましい。このことを考えると、パイプ2は安価な上に金属パイプに比べて軽量で取り扱い性にも優れた樹脂パイプが好ましい。   In addition, the tube opening obturator 1 attached to the tube opening is what is called a fitting kill. Accordingly, it is preferable to use an inexpensive material to reduce the cost. In view of this, the pipe 2 is preferably a resin pipe that is inexpensive and light in weight and excellent in handleability compared to a metal pipe.

パイプ2に対するホース12の接続は、例えば、フランジ継手などのハウジング式管継手以外の管継手を用いて行ってもよく、パイプ2の小径部3の端部外周に設けた環状凸部3aはフランジなどに置き換えることがある。   The hose 12 may be connected to the pipe 2 using, for example, a pipe joint other than a housing-type pipe joint such as a flange joint. The annular convex portion 3a provided on the outer periphery of the end of the small diameter portion 3 of the pipe 2 is a flange. May be replaced.

また、逆止弁のフラップ弁5aはゴム板の片面を樹脂板などで補強したものや、シール面を除く部分を樹脂板などで形成したものを用いてもよい。このようなフラップ弁は、1箇所をヒンジ結合させてヒンジ点を支点に回動させて開閉させる。   Further, the flap valve 5a of the check valve may be one in which one side of a rubber plate is reinforced with a resin plate or the like, and a portion excluding the seal surface is formed with a resin plate or the like. Such a flap valve is hinged at one location and pivoted about a hinge point to open and close.

固定具6も、例示のチューブを使用したものが固定の作業が簡単で固定力の調整も行えて好ましいが、これに限定されるものではない。パイプ2の大径部4の小径部側端の外周にフランジを設け、そのフランジを遊休埋設管の管口の周囲の壁面にアンカーボルトで固定して取付けるものなども使用することができる。   The fixture 6 using the exemplified tube is also preferable because the fixing operation is simple and the fixing force can be adjusted, but is not limited thereto. A flange provided on the outer periphery of the small diameter side end of the large diameter part 4 of the pipe 2 and the flange fixed to the wall surface around the pipe port of the idle buried pipe with an anchor bolt can be used.

このほか、マンホール内に設置する器具であるので、必要があればホールインアンカーを設けてマンホール内に繋留するようにしてもよい。   In addition, since it is an instrument installed in a manhole, if necessary, a hole-in anchor may be provided and anchored in the manhole.

この発明の管口閉塞具の一例を示す側面図The side view which shows an example of the tube opening obturator of this invention 図1の管口閉塞具の縦断面図1 is a longitudinal sectional view of the tube port obturator in FIG. 図1の管口閉塞具を遊休埋設管の管口に挿入した状態を示す断面図Sectional drawing which shows the state which inserted the tube opening obturator of FIG. 1 in the tube opening of an idle buried pipe 管口に挿入した図1の管口閉塞具を管口に固定した状態を示す断面図Sectional drawing which shows the state which fixed the tube port obturator of FIG. 1 inserted into the tube port to the tube port 図1の管口閉塞具にハウジング式管継手を使用してホースを接続した状態を示す断面図Sectional drawing which shows the state which connected the hose using the housing type pipe joint to the pipe opening obturator of FIG. 図1の管口閉塞具を使用して行う埋設管充填工法の概要を示す図The figure which shows the outline | summary of the buried pipe filling construction method performed using the tube opening obturator of FIG.

1 管口閉塞具
2 パイプ
3 小径部
3a 環状凸部
4 大径部
5 逆止弁
5a フラップ弁
5b 環状弁座
5c ボルト
6 固定具
6a チューブ
6b 空気充填口
6c エアホース
6d 接続具
7 シール部材
10 マンホール
11 遊休埋設管
11a 管口
12 ホース
13 ハウジング式管継手
13a ハウジング
14 パイプ
14a 環状凸部
15 ポンプ車
16 充填材搬送車
DESCRIPTION OF SYMBOLS 1 Pipe port obturator 2 Pipe 3 Small diameter part 3a Annular convex part 4 Large diameter part 5 Check valve 5a Flap valve 5b Annular valve seat 5c Bolt 6 Fixing tool 6a Tube 6b Air filling port 6c Air hose 6d Connecting tool 7 Seal member 10 Manhole DESCRIPTION OF SYMBOLS 11 Idle buried pipe 11a Pipe port 12 Hose 13 Housing type pipe joint 13a Housing 14 Pipe 14a Annular convex part 15 Pump car 16 Filler conveyance vehicle

Claims (7)

地中の遊休埋設管(11)の内部に充填材を注入するときに前記埋設管の充填材注入側の管口(11a)に取付けて使用する器具であって、
一端側から他端側へ向かう流れを順方向とする逆止弁(5)を内部に設け、他端側を前記管口(11a)に挿入可能となしたパイプ(2)と、このパイプ(2)を管口(11a)に固定する固定具(6)と、管口(11a)の内面とその管口に挿入したパイプ(2)の他端側外周との間の隙間を塞ぐシール部材(7)とからなり、
前記パイプ(2)の他端側を前記管口(11a)に挿入して前記固定具(6)で管口(11a)に固定し、この状態で前記パイプ(2)の一端にホース(12)を接続し、そのホース(12)経由で流動性のある充填材を遊休埋設管(11)の内部に注入し、その充填材の逆流を前記逆止弁(5)で止めるように構成された埋設管充填工法用管口閉塞具。
An instrument that is used by being attached to the filler inlet (11a) of the buried pipe when the filler is injected into the underground idle pipe (11),
A check valve (5) having a flow from one end side to the other end side as a forward direction is provided therein, and a pipe (2) whose other end side can be inserted into the pipe port (11a), and this pipe ( 2) A sealing member that closes a gap between the fixture (6) that fixes the pipe opening (11a) and the inner surface of the pipe opening (11a) and the outer periphery of the other end of the pipe (2) inserted into the pipe opening. (7)
The other end of the pipe (2) is inserted into the pipe opening (11a) and fixed to the pipe opening (11a) with the fixture (6). In this state, a hose (12) is connected to one end of the pipe (2). ), And a fluid filler is injected into the idle buried pipe (11) via the hose (12), and the backflow of the filler is stopped by the check valve (5). Pipe opening obturator for buried pipe filling method.
逆止弁を伴う空気充填口(6b)を備えたチューブ(6a)を前記パイプ(2)の他端側外周に巻きつけて前記固定具(6)を構成し、前記チューブ(6a)を空気で膨らませて管口(11a)の内周面に圧接させて閉塞具を管口に固定するようにした請求項1に記載の埋設管充填工法用管口閉塞具。   A tube (6a) having an air filling port (6b) with a check valve is wound around the outer periphery of the other end of the pipe (2) to constitute the fixture (6), and the tube (6a) is air The tube opening obturator for the buried pipe filling method according to claim 1, wherein the obturator is fixed to the tube opening by being inflated with a pressure contact with the inner peripheral surface of the tube opening (11a). 前記チューブ(6a)の空気充填口(6b)に、空気供給用のエアホース(6c)を取付けた請求項2に記載の埋設管充填工法用管口閉塞具。   The tube closing device for buried pipe filling method according to claim 2, wherein an air hose (6c) for supplying air is attached to the air filling port (6b) of the tube (6a). 前記シール部材(7)をウレタンスポンジで構成し、このウレタンスポンジを筒状に形成して前記パイプ(2)の他端側外周に嵌めた請求項1〜3のいずれかに記載の埋設管充填工法用管口閉塞具。   The buried pipe filling according to any one of claims 1 to 3, wherein the sealing member (7) is made of urethane sponge, the urethane sponge is formed in a cylindrical shape and is fitted to the outer periphery on the other end side of the pipe (2). Pipe closure for construction method. 前記逆止弁(5)を、前記パイプ(2)の内部に設けるパイプ中心と同心の環状弁座(5b)と、その環状弁座(5b)に接離させるフラップ弁(5a)とで構成した請求項1〜4のいずれかに記載の埋設管充填工法用管口閉塞具。   The check valve (5) is composed of an annular valve seat (5b) concentric with the center of the pipe provided inside the pipe (2), and a flap valve (5a) that contacts and separates from the annular valve seat (5b). The closed-end obturator for buried pipe filling methods according to any one of claims 1 to 4. 前記パイプ(2)を、一端側が小径、他端側が大径の異径パイプで構成し、このパイプの他端側の内部に前記逆止弁(5)を設置した請求項1〜5のいずれかに記載の埋設管充填工法用管口閉塞具。   The pipe (2) is constituted by a different diameter pipe having a small diameter at one end and a large diameter at the other end, and the check valve (5) is installed inside the other end of the pipe. A tube opening obturator for buried pipe filling method according to claim 1. 前記パイプ(2)の一端側外周に環状凸部(3a)を設けた請求項1〜6のいずれかに記載の埋設管充填工法用管口閉塞具。   The pipe opening obturator for the buried pipe filling method according to any one of claims 1 to 6, wherein an annular convex part (3a) is provided on an outer periphery on one end side of the pipe (2).
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101059982B1 (en) 2011-06-01 2011-08-29 주식회사 한국종합기술 Installation structure of guard device for preventing from sinking the ground
KR101148361B1 (en) 2010-06-04 2012-05-24 김성일 Assembly for blocking bad smell of drain trap
CN107975018A (en) * 2017-12-05 2018-05-01 中国电建集团贵阳勘测设计研究院有限公司 Method and structure for improving external pressure resistance stability of pressure steel pipe
CN113863977A (en) * 2021-09-24 2021-12-31 内蒙古崮得科技有限公司 Filling slurry-making nozzle and filling sand silo slurry-making system
JP7483191B2 (en) 2022-03-31 2024-05-15 株式会社二友組 Temporary pipe connection method using water stop tube, pipe replacement method, water stop tube

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200494906Y1 (en) * 2020-11-30 2022-01-20 이기화 Non-return valve for sewage pipe

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS559925A (en) * 1978-07-03 1980-01-24 Utarou Tsujimoto Spraying method for lawn seed onto slope face
JPH10169883A (en) * 1996-12-04 1998-06-26 Seibu Gas Co Ltd Non open-cut leakage preventive method of feed pipe not in use, and pipe inner surface sealing device
JP2001027364A (en) * 1999-07-12 2001-01-30 Hakko Co Ltd Method for charging with filler inside of pipe
JP2005083036A (en) * 2003-09-08 2005-03-31 Sumitomo Densetsu Corp Filling method for buried pipe
JP2005120630A (en) * 2003-10-15 2005-05-12 Sumitomo Densetsu Corp Embedded pipe filling method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS559925A (en) * 1978-07-03 1980-01-24 Utarou Tsujimoto Spraying method for lawn seed onto slope face
JPH10169883A (en) * 1996-12-04 1998-06-26 Seibu Gas Co Ltd Non open-cut leakage preventive method of feed pipe not in use, and pipe inner surface sealing device
JP2001027364A (en) * 1999-07-12 2001-01-30 Hakko Co Ltd Method for charging with filler inside of pipe
JP2005083036A (en) * 2003-09-08 2005-03-31 Sumitomo Densetsu Corp Filling method for buried pipe
JP2005120630A (en) * 2003-10-15 2005-05-12 Sumitomo Densetsu Corp Embedded pipe filling method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101148361B1 (en) 2010-06-04 2012-05-24 김성일 Assembly for blocking bad smell of drain trap
KR101059982B1 (en) 2011-06-01 2011-08-29 주식회사 한국종합기술 Installation structure of guard device for preventing from sinking the ground
CN107975018A (en) * 2017-12-05 2018-05-01 中国电建集团贵阳勘测设计研究院有限公司 Method and structure for improving external pressure resistance stability of pressure steel pipe
CN113863977A (en) * 2021-09-24 2021-12-31 内蒙古崮得科技有限公司 Filling slurry-making nozzle and filling sand silo slurry-making system
CN113863977B (en) * 2021-09-24 2023-09-08 内蒙古崮得科技有限公司 Filling pulping nozzle and filling sand bin pulping system
JP7483191B2 (en) 2022-03-31 2024-05-15 株式会社二友組 Temporary pipe connection method using water stop tube, pipe replacement method, water stop tube

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