JP4620385B2 - Propulsion pipe joint structure and pipe connection port and propulsion pipe connection method - Google Patents

Propulsion pipe joint structure and pipe connection port and propulsion pipe connection method Download PDF

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JP4620385B2
JP4620385B2 JP2004172192A JP2004172192A JP4620385B2 JP 4620385 B2 JP4620385 B2 JP 4620385B2 JP 2004172192 A JP2004172192 A JP 2004172192A JP 2004172192 A JP2004172192 A JP 2004172192A JP 4620385 B2 JP4620385 B2 JP 4620385B2
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pipe
connection port
sleeve
propulsion
manhole
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JP2005350944A (en
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徹 森谷
徳亮 鑄方
久和 中島
雅裕 下埜
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Ito Yogyo Co Ltd
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Description

本発明は、マンホールの配管接続口と推進工法における推進管との可撓性シール部材を使用した継手構造と、その接続方法に関する。   The present invention relates to a joint structure using a flexible sealing member between a pipe connection port of a manhole and a propulsion pipe in a propulsion method, and a connection method thereof.

従来、マンホールの配管接続口と推進管とを容易に接続するための継手構造として、マンホールの配管接続口に短管が挿入され、所要長さのスリーブ継手を介してこの短管が推進管の端部に接続され、当該短管と前記配管接続口との間に可撓性シール部材が装着されたものがある(例えば、特許文献1参照。)。
また、配管接続口に対する推進管の接続角度を調整して接続作業が容易に行えるようにした継手構造として、マンホール側壁にシール部材の鍔が接着剤で固定され、当該シール部材の円筒部内側に別体のスリーブが嵌挿され、このスリーブの内側に管体(推進管)が挿入されて当該管体をマンホール側壁に対して伸縮自在に接続しているものがある(例えば、特許文献2参照。)。
Conventionally, as a joint structure for easily connecting the manhole pipe connection port and the propulsion pipe, a short pipe is inserted into the manhole pipe connection port, and this short pipe is connected to the propulsion pipe via a sleeve joint of a required length. There is one in which a flexible seal member is attached between the short pipe and the pipe connection port (see, for example, Patent Document 1).
In addition, as a joint structure that facilitates connection work by adjusting the connection angle of the propulsion pipe to the pipe connection port, the flange of the seal member is fixed to the manhole side wall with an adhesive, and the inside of the cylindrical portion of the seal member A separate sleeve is inserted, and a tube (propulsion tube) is inserted inside the sleeve to connect the tube to the side wall of the manhole so as to be stretchable (for example, see Patent Document 2). .)

特開2001−165382号公報JP 2001-165382 A 特許第3354218号公報Japanese Patent No. 3354218

しかしながら上記特許文献1に記載の継手構造では、可撓性シール部材が固定された短管と推進管とが別体のスリーブを介して接続されているので施工作業が煩雑となり、さらに、地中に設置されたケーシングとマンホール側壁との隙間に当該スリーブが配置されているので、小口径の下水管施工時等その隙間が狭い場合、そのスリーブの長さを確保できず推進管と短管の接続ができなくなるという欠点がある。   However, in the joint structure described in Patent Document 1, the short pipe to which the flexible seal member is fixed and the propulsion pipe are connected via a separate sleeve, so that the construction work becomes complicated, and further, The sleeve is placed in the gap between the casing and the manhole side wall, so if the gap is narrow, such as when constructing a small-diameter sewer pipe, the length of the sleeve cannot be secured and the propulsion pipe and There is a disadvantage that the connection cannot be made.

また、上記特許文献2に記載の継手構造では、シール部材の鍔をマンホール側壁の外側に固定しているため、マンホール内側からの接続作業が非常に困難である。また、シール部材とスリーブと配管接続口とで形成されるリング状の隙間にモルタル等が充填されているため、シール部材の可撓性が減少し地震等により推進管が変位して接続部に力が加わった場合、接続部の破損などで浸入水が生じるおそれがある。   Further, in the joint structure described in Patent Document 2, since the flange of the seal member is fixed to the outside of the manhole side wall, it is very difficult to connect from the inside of the manhole. In addition, since the ring-shaped gap formed by the seal member, the sleeve, and the pipe connection port is filled with mortar, etc., the flexibility of the seal member is reduced, and the propulsion pipe is displaced due to an earthquake or the like. If force is applied, intrusion water may occur due to damage to the connection.

そこで本発明は、このような従来の問題点に鑑み、接続部の可撓性を確保するとともに、マンホール内側から簡易かつ確実に推進管を接続することができる継手構造及びその接続方法を提供することを目的とする。   Therefore, in view of such a conventional problem, the present invention provides a joint structure that can ensure the flexibility of the connecting portion and can easily and reliably connect the propelling pipe from the inside of the manhole, and a connection method thereof. For the purpose.

上記目的を達成するために、本発明は次の技術的手段を講じた。
すなわち、本発明は、マンホールの配管接続口に推進管を接続する継手構造であって、前記マンホール内側から前記配管接続口に挿入されることにより、前記推進管の端部に同軸心状に外嵌して密着するほぼ筒状の短管スリーブと、拡径部材によって径外方向に拡大されて前記配管接続口の内面に固定される外側リップ部を有する、非可撓性の前記短管スリーブの外周面に予め固定された可撓性を有する環状シール部材と、前記外側リップ部が前記配管接続口の肉厚範囲内に収まるように、前記短管スリーブの前記推進管に対する軸方向の嵌合を規制する、当該短管スリーブに形成されている段差部若しくはマンホール外側のケーシングの内面に対する当接部となる当該短管スリーブの軸方向外端よりなる位置決め手段と、を備えていることを特徴とする。
In order to achieve the above object, the present invention takes the following technical means.
That is, the present invention is a joint structure for connecting a propulsion pipe to a pipe connection port of a manhole, and is inserted into the pipe connection port from the inside of the manhole so as to be coaxially connected to an end portion of the propulsion pipe. The non-flexible short tube sleeve having a substantially cylindrical short tube sleeve that fits and closely contacts and an outer lip portion that is expanded radially outward by a diameter expanding member and is fixed to the inner surface of the pipe connection port. A flexible annular seal member fixed in advance to the outer peripheral surface of the pipe and an axial fit of the short pipe sleeve to the propulsion pipe so that the outer lip portion is within the thickness range of the pipe connection port. regulating the case, that it and a positioning means consisting of axially outer end of the short pipe sleeve to be abutment with the inner surface of the stepped portion or the manhole outside are formed in the short pipe sleeve casing And features.

この場合、マンホール内側から配管接続口に挿入された非可撓性のほぼ筒状の短管スリーブが推進管端部に密着され、この短管スリーブと配管接続口の間に可撓性を有する環状シール部材が介装されてこの間がシールされているので、推進管と配管接続口の接続部分は、一体とされたシール部材と短管スリーブによるコンパクトな構成となり、マンホール内側からの接続作業が簡易となる。
また、接続作業はマンホール側壁の外側から行う必要がなく、当該マンホール側壁とその外側部材(例えば、土留め用の鋼管ケーシング)との隙間が狭い場合であっても、推進管は短管スリーブ及びシール部材を介してマンホール側壁に確実に接続される。
In this case, a non-flexible substantially cylindrical short tube sleeve inserted into the pipe connection port from the inside of the manhole is brought into close contact with the end of the propulsion tube, and has flexibility between the short tube sleeve and the pipe connection port. Since the annular seal member is interposed and sealed between them, the connection part of the propulsion pipe and the pipe connection port has a compact configuration with an integrated seal member and a short pipe sleeve, and connection work from the inside of the manhole is possible. It becomes simple.
Further, it is not necessary to perform the connection work from the outside of the manhole side wall. Even when the gap between the manhole side wall and the outer member (for example, steel pipe casing for earth retaining) is narrow, It is securely connected to the manhole side wall through the seal member.

また、特許文献2のように、配管接続口と短管スリーブとの隙間にモルタル等を充填する必要がないので接続部の可撓性が維持され、推進管が配管接続口に対して変位しても当該配管接続口のシール性が確保される。   In addition, unlike Patent Document 2, it is not necessary to fill the gap between the pipe connection port and the short tube sleeve with mortar or the like, so that the flexibility of the connection part is maintained and the propulsion pipe is displaced with respect to the pipe connection port. However, the sealing property of the pipe connection port is ensured.

上記の継手構造において、推進管と短管スリーブとは防水性を備えた接着剤で密着させてもよいが、例えば、前記短管スリーブの内周面に環状のゴムパッキングが装着され、当該短管スリーブと前記推進管との間が当該ゴムパッキングでシールされていることがより好ましい。
この場合、接着剤を塗布する必要がなくなるので接続作業がより簡易となる。また、コストをより抑える場合には、市販のゴム輪受口管を短管スリーブに転用すればよい。
In the joint structure described above, the propelling tube and the short tube sleeve may be in close contact with a waterproof adhesive. For example, an annular rubber packing is attached to the inner peripheral surface of the short tube sleeve, and the short tube More preferably, the space between the tube sleeve and the propulsion tube is sealed with the rubber packing.
In this case, since it is not necessary to apply an adhesive, the connection work becomes easier. Moreover, what is necessary is just to divert a commercially available rubber ring receptacle tube to a short tube sleeve, in order to hold down cost more.

また、第二の本発明は、次の工程(a)〜(c)を含むマンホールの配管接続口と推進管の接続方法である。
(a) 可撓性を有する環状シール部材の内側端部が外周面に固定された非可撓性のほぼ筒状の短管スリーブを、前記マンホール内側から前記配管接続口に挿入して当該環状シール部材を当該配管接続口内に配置する第一工程
Moreover, 2nd this invention is a connection method of the pipe connection port of a manhole and a propulsion pipe including the following process (a)-(c).
(A) Inserting a non-flexible substantially cylindrical short tube sleeve in which the inner end of a flexible annular sealing member is fixed to the outer peripheral surface into the pipe connection port from the inside of the manhole 1st process which arrange | positions a sealing member in the said piping connection port

(b) 前記短管スリーブに形成されている段差部若しくはマンホール外側のケーシングの内面に対する当接部となる当該短管スリーブの軸方向外端により、前記推進管に対する軸方向の嵌合が規制されるまで、前記短管スリーブを前記推進管の端部に同軸心状に外嵌して密着させる第二工程
(c) 前記嵌合の規制によって前記配管接続口の肉厚範囲内に収まった位置にある前記環状シール部材の外側リップ部を、拡径部材によって径外方向に拡大して前記配管接続口の内面に固定し、当該環状シール部材にて前記配管接続口と前記短管スリーブとの間をシールする第三工程
(B) Axial fitting to the propulsion pipe is restricted by the axially outer end of the short pipe sleeve that is a step portion formed on the short pipe sleeve or an abutting portion with respect to the inner surface of the casing outside the manhole. Until the end of the propulsion pipe is coaxially fitted and closely attached to the end of the short pipe sleeve (c) the position within the thickness range of the pipe connection port due to the fitting restriction The outer lip portion of the annular seal member is expanded radially outward by a diameter expanding member and fixed to the inner surface of the pipe connection port, and the pipe connection port and the short tube sleeve are fixed by the annular seal member. Third step to seal the gap

この場合、可撓性を有する環状シール部材を、非可撓性の短管スリーブの外側に固定してからこれらを配管接続口に通じ、当該環状シール部材を配管接続口内に配置するとともに、短管スリーブを推進管端部に挿入して密着し、配管接続口と短管スリーブとの間を前記シール部材でシールする接続方法としているので、作業者は、シール部材と短管スリーブとを一体とした状態でマンホール内側からの接続作業を行うことができる。
これにより、接続作業が極めて簡易となる。また、接続作業はマンホール側壁の外側から行う必要がないので、当該マンホール側壁とその外側部材との隙間が狭い場合であっても、推進管は短管スリーブ及びシール部材を介してマンホール側壁に確実に接続される。
In this case, the flexible annular seal member is fixed to the outside of the non-flexible short tube sleeve and then passed through the pipe connection port, and the annular seal member is disposed in the pipe connection port. Since the pipe sleeve is inserted into the end of the propelling pipe and brought into close contact, and the connection between the pipe connection port and the short pipe sleeve is sealed with the seal member, the operator can integrate the seal member and the short pipe sleeve. In this state, connection work from the inside of the manhole can be performed.
As a result, the connection work becomes extremely simple. In addition, since it is not necessary to perform the connection work from the outside of the manhole side wall, the propulsion pipe is securely connected to the manhole side wall via the short tube sleeve and the seal member even when the gap between the manhole side wall and the outer member is narrow. Connected to.

上記のとおり、本発明によれば、短管スリーブとシール部材とを一体とした状態で接続作業を行えるようにし、配管接続口と短管スリーブとの隙間にモルタル等を充填していないので、接続部の可撓性を確保するとともに、推進管をマンホール内側から簡易かつ確実に接続することができる。   As described above, according to the present invention, since the short tube sleeve and the seal member can be connected together, the gap between the pipe connection port and the short tube sleeve is not filled with mortar or the like. While ensuring the flexibility of the connecting portion, the propulsion tube can be easily and reliably connected from the inside of the manhole.

以下、図面に基づいて、本発明の実施の形態を説明する。
図1及び図2は、マンホール30と推進管40の継手構造1を採用した施工方法の概略を説明する要部断面図である。
本発明に係る継手構造1は特に小口径推進工法で施工される下水管(推進管40)とマンホール30の配管接続口31との接続部分に採用されるものである。本実施形態で施工されるマンホール30は、都市部等の施工現場において出来るだけ小口径の穴を掘削して短期間で設置することを目的として、埋設してある各種通信ケーブル等の既存設備との併存を可能した構築施工方法により構築されるものである。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 and FIG. 2 are cross-sectional views of relevant parts for explaining the outline of a construction method that employs the joint structure 1 of the manhole 30 and the propulsion pipe 40.
The joint structure 1 according to the present invention is employed in a connection portion between a sewer pipe (propulsion pipe 40) constructed by a small-diameter propulsion method and a pipe connection port 31 of a manhole 30 in particular. The manhole 30 constructed in the present embodiment is an existing facility such as various communication cables embedded for the purpose of excavating a hole as small as possible in a construction site such as an urban area and installing it in a short period of time. It is constructed by the construction method that enables the coexistence of

小口径(例えば、管径がφ150〜350mm程度)の下水管(塩ビ管)は使用割合が大きく、この下水管を地中に施工するために前記小口径推進工法が最も多く用いられている。この小口径推進工法は、図1に示すようにまずマンホール予定位置に立坑100と呼ばれる鉛直方向に延びた坑を予め掘削し、その後、マンホール30となる筒状ブロックを立坑100の上方から吊り下げて次々と入れて設置するものである。
そして、最下端のブロックには、推進管40を遊挿するための例えば円形状にくり抜かれた配管接続口31がその左右に空けられ、図2に示すようにその配管接続口31に推進管40を接続する。
A sewage pipe (vinyl chloride pipe) having a small diameter (for example, a pipe diameter of about 150 to 350 mm) is used in a large proportion, and the small-diameter propulsion method is most often used to construct the sewage pipe in the ground. In this small-diameter propulsion method, as shown in FIG. 1, first, a vertical shaft called a vertical shaft 100 is excavated in advance at a planned manhole position, and then a cylindrical block that becomes the manhole 30 is suspended from above the vertical shaft 100. One after another is installed.
In the lowermost block, for example, a circularly cut pipe connection port 31 for loosely inserting the propulsion pipe 40 is opened to the left and right, and as shown in FIG. 40 is connected.

この場合、立坑100を地盤に形成するために、仮土留め部材として鋼管ケーシング35を用いる鋼管圧入工法が採用されている。この鋼管圧入工法とは、円筒状の鋼管ケーシング35(以下、ケーシングという)を圧入機によって地中に圧入してこれを設置し、その内部の土砂を図1に示すようにバックホー101等で掘削する方法である。
ケーシング35には例えば呼び径1200mmの鋼管が使用され、立坑100の底部100aはコンクリートを打設によって底部コンクリート層とされる。この工法によると、地下水が通じている部分よりも下側の地盤に下水管を施工する場合でも、地盤改良の必要が無く都市部における限られたスペースでの作業に適している。
In this case, in order to form the shaft 100 on the ground, a steel pipe press-in method using a steel pipe casing 35 as a temporary earth retaining member is employed. This steel pipe press-fitting method is a method in which a cylindrical steel pipe casing 35 (hereinafter referred to as a casing) is press-fitted into the ground by a press-fitting machine, and the earth and sand inside thereof is excavated by a backhoe 101 as shown in FIG. It is a method to do.
For example, a steel pipe having a nominal diameter of 1200 mm is used for the casing 35, and the bottom 100a of the shaft 100 is made into a bottom concrete layer by placing concrete. According to this construction method, even if the sewage pipe is constructed on the ground below the part where the groundwater communicates, there is no need for ground improvement and it is suitable for work in a limited space in urban areas.

このようにして設置されたマンホール30とケーシング35との隙間Sは、例えば80mm程度しかないことがあり非常に狭くなっている。
当該隙間Sが狭くなっている理由としては、第一に、前述のとおり都市部における限られたスペースに立坑100を築造するために出来る限り小さい口径のケーシング35を使用する必要があること、第二に、当該隙間Sを狭くしておくと、埋め戻し材料の使用量が減るので経済的であること、第三に、本実施形態のマンホールは現場打ちではなく、工期を短縮するために既に成型されている2次製品としてのマンホールを使用することで、養生がいらないこと、等がある。
The gap S between the manhole 30 and the casing 35 installed in this way is, for example, only about 80 mm and is very narrow.
The reason why the gap S is narrow is that, first, it is necessary to use the casing 35 having the smallest possible diameter in order to build the shaft 100 in the limited space in the urban area, as described above. Secondly, if the gap S is narrowed, it is economical because the amount of backfill material used is reduced. Third, the manhole according to the present embodiment is not on-site but has already been shortened to shorten the construction period. By using a manhole as a molded secondary product, there is no need for curing.

しかしながら、このようなメリットがある一方、その隙間Sが狭いためにそこから作業を行うのは非常に困難である。
本実施形態の継手構造1は、このよう場合において、マンホール30内側から配管接続口31と推進管40とを接続できるようにしたものである。
However, while having such a merit, since the gap S is narrow, it is very difficult to work from there.
In such a case, the joint structure 1 of the present embodiment is configured such that the pipe connection port 31 and the propulsion pipe 40 can be connected from the inside of the manhole 30.

図3に示すように、予め地中に設置されたケーシング35から突出された推進管端部40Aが、短管スリーブ2とシール部材3とを介してマンホール側壁32の配管接続口31に接続されている。
短管スリーブ2は、図4に示すようにその一端部2a(図では右側)が拡径された筒状をなしており、その長さは作業者が配管接続口31から挿入でき、かつ、図3に示すようにケーシング35の内側に設置できる程度の寸法に前もって切断されている。
As shown in FIG. 3, the propulsion pipe end 40 </ b> A protruding from a casing 35 previously installed in the ground is connected to the pipe connection port 31 of the manhole side wall 32 via the short pipe sleeve 2 and the seal member 3. ing.
As shown in FIG. 4, the short tube sleeve 2 has a cylindrical shape in which one end portion 2 a (right side in the drawing) is expanded in diameter, and its length can be inserted from the pipe connection port 31 by the operator, and As shown in FIG. 3, it has been cut in advance to such a size that it can be installed inside the casing 35.

この短管スリーブ2は、市販の塩ビ管を切断しその一端部2aの径を拡大させて拡径部2Aを形成して作製されたものである。このように、短管スリーブ2は、可撓性を有するゴム材よりなる環状シール部材3とは異なり、非可撓性の管部材よりなる。
また、その拡径部2Aによる段差部8が短管スリーブ2のほぼ中央部に形成されている。短管スリーブ2にこの拡径部2Aを形成する場合、例えば拡径部2Aの径を有する別の円筒部材を用意し、この円筒部材を所定温度に加熱した短管スリーブ2にその中途部まで圧入すればよい。
This short tube sleeve 2 is produced by cutting a commercially available polyvinyl chloride tube and enlarging the diameter of one end portion 2a to form an enlarged diameter portion 2A. Thus, unlike the annular seal member 3 made of a flexible rubber material, the short tube sleeve 2 is made of an inflexible tube member.
A stepped portion 8 formed by the enlarged diameter portion 2 </ b> A is formed at a substantially central portion of the short tube sleeve 2. In the case of forming the enlarged diameter portion 2A in the short tube sleeve 2, for example, another cylindrical member having the diameter of the enlarged diameter portion 2A is prepared, and the short tube sleeve 2 heated to a predetermined temperature is provided in the middle portion. Just press fit.

図3に示すように、短管スリーブ2の拡径部2Aが推進管端部40Aに外嵌されており、推進管40の端面が段差部8に突き当たる深さまで短管スリーブ2が推進管端部40Aに嵌合されている。すなわち、段差部8は、短管スリーブ2の推進管40に対する軸方向の嵌合を規制する位置決め手段として機能している。
短管スリーブ2(拡径部2A)の内周面5と推進管40の外周面40aとは耐水性を備えた接着剤9で水等の浸入がないように確実に密着した状態で接続されている。なお、弾性を有する弾性接着剤を採用して短管スリーブ2と推進管40との間に発生する力をこの弾性接着剤で吸収するようにしてもよい。
As shown in FIG. 3, the diameter-expanded portion 2A of the short tube sleeve 2 is externally fitted to the propulsion tube end portion 40A, and the short tube sleeve 2 extends to the depth where the end surface of the propulsion tube 40 abuts against the stepped portion 8. The portion 40A is fitted. That is, the step portion 8 functions as a positioning means for restricting the axial fitting of the short tube sleeve 2 to the propulsion tube 40.
The inner peripheral surface 5 of the short tube sleeve 2 (expanded diameter portion 2A) and the outer peripheral surface 40a of the propulsion tube 40 are connected in a state of being in close contact with an adhesive 9 having water resistance so that water and the like do not enter. ing. In addition, you may make it employ | adopt the elastic adhesive agent which has elasticity, and to absorb the force which generate | occur | produces between the short tube sleeve 2 and the propulsion tube 40 with this elastic adhesive agent.

図3に示すように、シール部材3は環状をなしており、さらに短管スリーブ2の外周面4に当接する内側リップ部3Aと、配管接続口31の内面31aに当接する外側リップ部3Bとが設けられている。そして、図に示すようにシール部材3は外側リップ部3Bから内側リップ部3Aにいくに従って窄むように形成されている。
これら両リップ部3A、3Bが設けられているので、シール部材3を短管スリーブ2等に仮固定して位置決めする場合に便利である。なお、シール部材3には可撓性を有する各種のゴム材が使用されるが、その中でも特にEPDMが好適である。
As shown in FIG. 3, the seal member 3 has an annular shape, and further includes an inner lip portion 3 </ b> A that contacts the outer peripheral surface 4 of the short tube sleeve 2, and an outer lip portion 3 </ b> B that contacts the inner surface 31 a of the pipe connection port 31. Is provided. As shown in the figure, the seal member 3 is formed so as to be narrowed from the outer lip 3B to the inner lip 3A.
Since both the lip portions 3A and 3B are provided, it is convenient when the seal member 3 is temporarily fixed to the short tube sleeve 2 or the like for positioning. Note that various rubber materials having flexibility are used for the seal member 3, and among them, EPDM is particularly preferable.

また、シール部材3には内側リップ部3Aを径内方向に縮小させる縮径部材6と、外側リップ部3Bを径外方向に拡大させる拡径部材7とが取り付けられている。
縮径部材6は鋼製の帯板リングであり、縮径自在に調製できる金具(図示せず)が取り付けられている。同じく、拡径部材7も帯板リングであり、拡径自在に調製できる金具が取り付けられている。帯板リングには特に好ましくは耐腐食性に優れるステンレス鋼がよい。
Further, a diameter reducing member 6 for reducing the inner lip portion 3A in the radially inward direction and a diameter expanding member 7 for expanding the outer lip portion 3B in the radially outward direction are attached to the seal member 3.
The diameter-reducing member 6 is a steel band plate ring, to which a metal fitting (not shown) that can be freely adjusted in diameter is attached. Similarly, the diameter-expanding member 7 is also a band plate ring, and a metal fitting that can be adjusted to increase the diameter is attached. The strip ring is particularly preferably made of stainless steel having excellent corrosion resistance.

このようにしてシール部材3の両リップ部3A、3Bが、短管スリーブ2の外周面4と配管接続口31の内面31aに圧着固定されている。配管接続口31と短管スリーブ2との間がシール部材3によってシールされ、当該シール部材3が配管接続口31を閉塞している。これにより、配管接続口31と推進管40とが確実に接続されている。
なお、推進管40をケーシング35内側へ突出させる寸法は短管スリーブ2の拡径部2Aの幅と、シール部材3の幅との関係から予め決定される。
In this way, both the lip portions 3 </ b> A and 3 </ b> B of the seal member 3 are crimped and fixed to the outer peripheral surface 4 of the short tube sleeve 2 and the inner surface 31 a of the pipe connection port 31. The space between the pipe connection port 31 and the short tube sleeve 2 is sealed by the seal member 3, and the seal member 3 closes the pipe connection port 31. Thereby, the piping connection port 31 and the propulsion pipe 40 are reliably connected.
The dimension for projecting the propulsion pipe 40 to the inside of the casing 35 is determined in advance from the relationship between the width of the enlarged diameter portion 2 </ b> A of the short pipe sleeve 2 and the width of the seal member 3.

以上説明したように、シール部材3を一体に備えた短管スリーブ2が、配管接続口31を通じて推進管40に外嵌されてこれに接着剤で密着させられ、当該シール部材3が配管接続口31と短管スリーブ2との間をシールしているので、接続部分は、シール部材3と短管スリーブ2によるコンパクトな構成となっている。これにより、マンホール30内側からの接続作業が簡易となる。   As described above, the short pipe sleeve 2 integrally provided with the seal member 3 is externally fitted to the propulsion pipe 40 through the pipe connection port 31 and is brought into close contact with the adhesive, and the seal member 3 is connected to the pipe connection port. Since the space between the sleeve 31 and the short tube sleeve 2 is sealed, the connecting portion has a compact configuration with the seal member 3 and the short tube sleeve 2. Thereby, the connection operation from the inside of the manhole 30 is simplified.

また、接続作業はマンホール側壁32の外側から行う必要がなく、当該マンホール側壁32とケーシング35との隙間Sが狭い場合であっても、推進管40は短管スリーブ2及びシール部材3を介してマンホール側壁32に確実に接続される。
また、配管接続口31と短管スリーブ2との隙間にモルタル等を充填しなくてもよいので接続部の可撓性が維持され、推進管40が配管接続口31に対して変位しても当該配管接続口31のシール性が確保される。
さらに、短管スリーブ2は一般的な塩ビ管を転用することができるうえに、シール部材3には市販品を使用することができるので極めて安いコストで施工することができる。
Further, it is not necessary to perform the connection work from the outside of the manhole side wall 32, and the propulsion tube 40 is interposed via the short tube sleeve 2 and the seal member 3 even when the gap S between the manhole side wall 32 and the casing 35 is narrow. It is securely connected to the manhole side wall 32.
Further, since it is not necessary to fill the gap between the pipe connection port 31 and the short tube sleeve 2 with mortar or the like, the flexibility of the connection portion is maintained, and the propulsion pipe 40 is displaced with respect to the pipe connection port 31. The sealing property of the pipe connection port 31 is ensured.
Furthermore, since the short pipe sleeve 2 can be diverted from a general polyvinyl chloride pipe, a commercially available product can be used for the seal member 3, so that it can be constructed at a very low cost.

次に、シール部材3及び短管スリーブ2を使用してマンホール30の配管接続口31に推進管40を接続する本発明に係る接続方法を説明する。
先ず、短管スリーブ2の拡径部2Aにシール部材3の内側リップ部3Aを嵌め込む。そして、その内側リップ部に縮径部材6を取り付けてシール部材3を短管スリーブ2に固定してこれらを一体とする。
Next, a connection method according to the present invention for connecting the propulsion pipe 40 to the pipe connection port 31 of the manhole 30 using the seal member 3 and the short pipe sleeve 2 will be described.
First, the inner lip portion 3 </ b> A of the seal member 3 is fitted into the enlarged diameter portion 2 </ b> A of the short tube sleeve 2. Then, the reduced diameter member 6 is attached to the inner lip portion, and the seal member 3 is fixed to the short tube sleeve 2 so as to be integrated.

次に、短管スリーブ2の拡径部2Aの内周面5に接着剤9を塗布し、これを所要時間乾燥させた後、この拡径部2Aをケーシング35から所定位置まで突出させられた推進管端部40Aに外嵌してこれらを密着させる。この際、推進管40の端面が短管スリーブ2の段差部8に当接して、外側リップ部3Bが配管接続口31の肉厚範囲(マンホール側壁32の肉厚範囲)内に収まるシール部材3の取り付け位置にくるまで、短管スリーブ2を挿入する。
続いて、シール部材3の外側リップ部3Bを配管接続口31の内面31aに当接させ、その外側リップ部3Bに拡径部材7を取り付けてシール部材3を配管接続口31に固定する。
Next, the adhesive 9 was applied to the inner peripheral surface 5 of the enlarged diameter portion 2A of the short tube sleeve 2, and after drying this for a required time, the enlarged diameter portion 2A was protruded from the casing 35 to a predetermined position. These are fitted on the propelling tube end 40A so as to be in close contact with each other. At this time, the end surface of the propulsion pipe 40 abuts on the stepped portion 8 of the short tube sleeve 2, and the outer lip 3 </ b> B falls within the thickness range of the pipe connection port 31 (thickness range of the manhole side wall 32). The short tube sleeve 2 is inserted until it reaches the mounting position.
Subsequently, the outer lip 3 </ b> B of the seal member 3 is brought into contact with the inner surface 31 a of the pipe connection port 31, the diameter expanding member 7 is attached to the outer lip 3 </ b> B, and the seal member 3 is fixed to the pipe connection port 31.

仕上げに、マンホール30内側へはみ出した短管スリーブ2の余分な部分を、マンホール側壁32に合わせて切断する。
その後、図示しないが、配管接続口31と短管スリーブ2との隙間にスポンジ状のOリングを嵌め込み、マンホール30の内面をモルタル仕上げして、推進管40と配管接続口31との接続が完了する。
For finishing, an excessive portion of the short tube sleeve 2 protruding to the inside of the manhole 30 is cut in accordance with the manhole side wall 32.
Thereafter, although not shown, a sponge-like O-ring is fitted in the gap between the pipe connection port 31 and the short tube sleeve 2 and the inner surface of the manhole 30 is mortared to complete the connection between the propulsion pipe 40 and the pipe connection port 31. To do.

上述した接続方法により、予めシール部材3を短管スリーブ2に固定してから、これを配管接続口31に通じて推進管端部40Aに外嵌することができるので、シール部材3と短管スリーブ2とが一体とされた状態でマンホール30内側からの接続作業を行うことができる。これにより、接続作業が極めて簡易となる。
また、接続作業は、マンホール側壁32の外側から行う必要がないので、当該マンホール側壁32とケーシング35との隙間Sが狭い場合であっても、推進管40は短管スリーブ2及びシール部材3を介してマンホール側壁32に確実に接続される。
Since the seal member 3 is fixed to the short tube sleeve 2 in advance by the connection method described above, the seal member 3 can be externally fitted to the propelling tube end portion 40A through the pipe connection port 31. Connection work from the inside of the manhole 30 can be performed in a state where the sleeve 2 is integrated. As a result, the connection work becomes extremely simple.
Further, since it is not necessary to perform the connection work from the outside of the manhole side wall 32, the propulsion pipe 40 connects the short tube sleeve 2 and the seal member 3 even when the gap S between the manhole side wall 32 and the casing 35 is narrow. And securely connected to the manhole side wall 32.

図5は、本発明に係る第2実施形態を示す断面図である。本実施形態が上記第1実施形態と異なる点は、短管スリーブ10の内周面10aに環状のゴムパッキング11が、装着され、当該短管スリーブ10と推進管40とが、当該ゴムパッキング11を介して密着されている点である。
図6に示すように、短管スリーブ10は、筒状をなしており、その一端部寄りのところに内周からその径外方向へ膨らんだ環状溝12が形成されている。この環状溝12の内部には、ゴムパッキング11が予め装着されており、このゴムパッキング11の断面寸法は、当該環状溝12の断面寸法よりも若干大きくなっている。
FIG. 5 is a cross-sectional view showing a second embodiment according to the present invention. The present embodiment is different from the first embodiment in that an annular rubber packing 11 is mounted on the inner peripheral surface 10a of the short tube sleeve 10, and the short tube sleeve 10 and the propelling tube 40 are connected to the rubber packing 11. It is the point which is closely_contact | adhered via.
As shown in FIG. 6, the short tube sleeve 10 has a cylindrical shape, and an annular groove 12 that swells from the inner periphery toward the radially outer side is formed near one end portion thereof. A rubber packing 11 is mounted in the annular groove 12 in advance, and the cross-sectional dimension of the rubber packing 11 is slightly larger than the cross-sectional dimension of the annular groove 12.

図5に示すように、短管スリーブ10が、その軸方向外端がケーシング35の内面に当接するまで推進管端部40Aに外嵌されており、それとともにゴムパッキング11によって短管スリーブ10の内周面10aと推進管端部40Aの外周面40aとの間がシールされている。
従って、第2実施形態の場合には、短管スリーブ10の軸方向外端が、短管スリーブ10の推進管40に対する軸方向の嵌合を規制する位置決め手段を構成している。また、シール部材3の内側リップ部3Aの位置は、環状溝12よりもマンホール30側となっている。
As shown in FIG. 5, the short tube sleeve 10 is externally fitted to the propulsion tube end portion 40 </ b> A until its axial outer end abuts against the inner surface of the casing 35. The space between the inner peripheral surface 10a and the outer peripheral surface 40a of the propulsion pipe end 40A is sealed.
Therefore, in the case of the second embodiment, the axially outer end of the short tube sleeve 10 constitutes a positioning means for restricting the fitting of the short tube sleeve 10 to the propulsion tube 40 in the axial direction. The position of the inner lip 3 </ b> A of the seal member 3 is closer to the manhole 30 than the annular groove 12.

それ以外の構成は、上記第1実施形態とほぼ同じである。このように、推進管40と短管スリーブ10との接続が、ゴムパッキング11でなされているので、上記第1実施形態のように接着剤9を塗布する必要がなく接続作業がし易い。
また、本実施形態で使用する短管スリーブ10は、市販品のゴム輪受口継手を転用することができるのでコストをより抑えることができる。なお、本実施形態において、短管スリーブ10に段差部8を設けて推進管40の端面がこの段差部8に突き当たるようにしてもよい。
Other configurations are substantially the same as those in the first embodiment. Thus, since the connection between the propulsion tube 40 and the short tube sleeve 10 is made by the rubber packing 11, it is not necessary to apply the adhesive 9 as in the first embodiment, and the connection work is easy.
Moreover, since the short tube sleeve 10 used by this embodiment can divert a commercially available rubber ring receiving joint, cost can be suppressed more. In the present embodiment, the short tube sleeve 10 may be provided with a step portion 8 so that the end surface of the propulsion tube 40 abuts against the step portion 8.

なお、上記実施例はすべて例示であって制限的なものではない。例えば、図7(a)、(b)に示すように、短管スリーブ10に形成する環状溝12の位置(すなわち、ゴムパッキング11が装着されている位置)を変えてもよい。図7(a)では、環状溝12が、短管スリーブ10のほぼ中央に形成されておりシール部材3の内側リップ部3Aの固定位置が、当該環状溝12よりもケーシング35側となっている。   The above-described embodiments are all illustrative and not restrictive. For example, as shown in FIGS. 7A and 7B, the position of the annular groove 12 formed in the short tube sleeve 10 (that is, the position where the rubber packing 11 is mounted) may be changed. In FIG. 7A, the annular groove 12 is formed substantially at the center of the short tube sleeve 10, and the fixing position of the inner lip 3 </ b> A of the seal member 3 is closer to the casing 35 than the annular groove 12. .

また、図7(b)では、環状溝12が、短管スリーブ10の厚み内に収まっており、環状溝12が形成されている位置と同じところに内側リップ部3Aが固定されている。
また、シール部材3の各リップ部3A、3Bの当接部は上記第1実施形態では平面状とされているが、当該当接部を鋸刃状の凹凸に賦形しそれぞれ縮径力あるいは拡径力が働いた場合に、その凹凸が潰れて密着し圧着効果が発揮するようにしてもよい。
7B, the annular groove 12 is accommodated within the thickness of the short tube sleeve 10, and the inner lip 3A is fixed at the same position as the position where the annular groove 12 is formed.
In addition, the contact portions of the lip portions 3A and 3B of the seal member 3 are flat in the first embodiment, but the contact portions are shaped into saw-toothed irregularities to reduce the diameter reducing force or When the diameter expansion force works, the unevenness may be crushed and brought into close contact with each other to exert a crimping effect.

施工方法の概略を説明する要部断面図である。It is principal part sectional drawing explaining the outline of a construction method. ケーシング内に推進管を突出させた要部断面図である。It is principal part sectional drawing which made the propulsion pipe protrude in the casing. マンホール側壁と推進管の継手構造を示す要部縦断面図である。It is a principal part longitudinal cross-sectional view which shows the joint structure of a manhole side wall and a propulsion pipe. 短管スリーブの斜視図である。It is a perspective view of a short tube sleeve. 第2実施形態の継手構造を示す要部縦断面図である。It is a principal part longitudinal cross-sectional view which shows the joint structure of 2nd Embodiment. 環状溝が設けられた短管スリーブの斜視図である。It is a perspective view of the short tube sleeve provided with the annular groove. (a)は、環状溝が内側リップ部よりもマンホール側に設けられた要部断面図であり、(b)は、環状溝が内側リップ部と同じ位置に設けられた要部断面図である。(A) is principal part sectional drawing in which the annular groove was provided in the manhole side rather than the inner lip part, (b) is principal part sectional drawing in which the annular groove was provided in the same position as the inner lip part. .

1 継手構造
2、10 短管スリーブ
2A 拡径部
3 シール部材
9 接着剤
12 環状溝
31 配管接続口
32 マンホール側壁
35 ケーシング
40A 推進管端部
DESCRIPTION OF SYMBOLS 1 Joint structure 2, 10 Short pipe sleeve 2A Expanded diameter part 3 Sealing member 9 Adhesive 12 Annular groove 31 Pipe connection port 32 Manhole side wall 35 Casing 40A Propeller pipe end

Claims (3)

マンホールの配管接続口に推進管を接続する継手構造であって、
前記マンホール内側から前記配管接続口に挿入されることにより、前記推進管の端部に同軸心状に外嵌して密着するほぼ筒状の短管スリーブと、
拡径部材によって径外方向に拡大されて前記配管接続口の内面に固定される外側リップ部を有する、非可撓性の前記短管スリーブの外周面に予め固定された可撓性を有する環状シール部材と、
前記外側リップ部が前記配管接続口の肉厚範囲内に収まるように、前記短管スリーブの前記推進管に対する軸方向の嵌合を規制する、当該短管スリーブに形成されている段差部若しくはマンホール外側のケーシングの内面に対する当接部となる当該短管スリーブの軸方向外端よりなる位置決め手段と、
を備えていることを特徴とする推進管の継手構造。
A joint structure that connects a propulsion pipe to a pipe connection port of a manhole,
By inserting into the pipe connection port from the inside of the manhole, a substantially cylindrical short tube sleeve that is coaxially fitted to the end of the propulsion tube and closely contacts,
A flexible annular ring that is fixed in advance to the outer peripheral surface of the non-flexible short tube sleeve, having an outer lip portion that is expanded radially outward by the diameter expanding member and is fixed to the inner surface of the pipe connection port. A sealing member;
A stepped portion or manhole formed in the short pipe sleeve that restricts the fitting of the short pipe sleeve to the propulsion pipe so that the outer lip portion is within the thickness range of the pipe connection port. A positioning means comprising an axially outer end of the short tube sleeve which is a contact portion with respect to the inner surface of the outer casing ;
A joint structure of a propulsion pipe, characterized by comprising:
前記短管スリーブの内周面に環状のゴムパッキングが装着され、当該短管スリーブと前記推進管との間が当該ゴムパッキングでシールされている請求項1に記載の推進管の継手構造。   The joint structure for a propulsion pipe according to claim 1, wherein an annular rubber packing is attached to an inner peripheral surface of the short pipe sleeve, and a space between the short pipe sleeve and the propulsion pipe is sealed with the rubber packing. 次の工程(a)〜(c)を含むマンホールの配管接続口と推進管の接続方法。
(a) 可撓性を有する環状シール部材の内側端部が外周面に固定された非可撓性のほぼ筒状の短管スリーブを、前記マンホール内側から前記配管接続口に挿入して当該環状シール部材を当該配管接続口内に配置する第一工程
(b) 前記短管スリーブに形成されている段差部若しくはマンホール外側のケーシングの内面に対する当接部となる当該短管スリーブの軸方向外端により、前記推進管に対する軸方向の嵌合が規制されるまで、前記短管スリーブを前記推進管の端部に同軸心状に外嵌して密着させる第二工程
(c) 前記嵌合の規制によって前記配管接続口の肉厚範囲内に収まった位置にある前記環状シール部材の外側リップ部を、拡径部材によって径外方向に拡大して前記配管接続口の内面に固定し、当該環状シール部材にて前記配管接続口と前記短管スリーブとの間をシールする第三工程
A method for connecting a pipe connection port of a manhole and a propulsion pipe including the following steps (a) to (c).
(A) Inserting a non-flexible substantially cylindrical short tube sleeve in which the inner end of a flexible annular sealing member is fixed to the outer peripheral surface into the pipe connection port from the inside of the manhole A first step of disposing a seal member in the pipe connection port; (b) by a stepped portion formed in the short tube sleeve or an axially outer end of the short tube sleeve serving as a contact portion with the inner surface of the casing outside the manhole. A second step of coaxially fitting the short tube sleeve to the end portion of the propelling tube until the fitting in the axial direction to the propelling tube is regulated (c) by the regulation of the fitting The outer lip portion of the annular seal member at a position within the wall thickness range of the pipe connection port is expanded radially outward by a diameter expanding member and fixed to the inner surface of the pipe connection port, and the annular seal member At the piping Third step of sealing between the connection port and the short tube sleeve
JP2004172192A 2004-06-10 2004-06-10 Propulsion pipe joint structure and pipe connection port and propulsion pipe connection method Expired - Fee Related JP4620385B2 (en)

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JP5091690B2 (en) * 2008-01-11 2012-12-05 東京都下水道サービス株式会社 Deodorizer for sewer pipes with spacer body
JP2013224565A (en) * 2012-04-23 2013-10-31 Copros Ltd Steel casing, existent manhole removal method using the same and novel manhole construction method
JP6009294B2 (en) * 2012-09-20 2016-10-19 株式会社コプロス Manhole construction method using steel circular casing

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JP2001165382A (en) * 1999-12-07 2001-06-22 Mitsubishi Plastics Ind Ltd Working method and connection structure of piping
JP2002332652A (en) * 2001-05-10 2002-11-22 Mitsubishi Plastics Ind Ltd Rubber manhole joint
JP2003113616A (en) * 2001-08-02 2003-04-18 Shinozaki Haruhiko Joint structure and its construction method of manhole for jacking pipe
JP2003129508A (en) * 2001-10-29 2003-05-08 Shin Etsu Polymer Co Ltd Pipe joint

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JPH11217839A (en) * 1998-01-30 1999-08-10 Kuriyama Gijutsu Kenkyusho:Kk Manhole joint and installation construction method of connecting pipe to manhole peripheral wall
JPH11269901A (en) * 1998-03-25 1999-10-05 Mirukon:Kk Joint structure

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Publication number Priority date Publication date Assignee Title
JP2001165382A (en) * 1999-12-07 2001-06-22 Mitsubishi Plastics Ind Ltd Working method and connection structure of piping
JP2002332652A (en) * 2001-05-10 2002-11-22 Mitsubishi Plastics Ind Ltd Rubber manhole joint
JP2003113616A (en) * 2001-08-02 2003-04-18 Shinozaki Haruhiko Joint structure and its construction method of manhole for jacking pipe
JP2003129508A (en) * 2001-10-29 2003-05-08 Shin Etsu Polymer Co Ltd Pipe joint

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