JP2006336340A - Joint protection structure - Google Patents

Joint protection structure Download PDF

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JP2006336340A
JP2006336340A JP2005163429A JP2005163429A JP2006336340A JP 2006336340 A JP2006336340 A JP 2006336340A JP 2005163429 A JP2005163429 A JP 2005163429A JP 2005163429 A JP2005163429 A JP 2005163429A JP 2006336340 A JP2006336340 A JP 2006336340A
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pipe
joint
propulsion
pit
penetration
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Takashi Suzuki
剛史 鈴木
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Sekisui Chemical Co Ltd
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Sekisui Chemical Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint protection structure for positively protecting the outer peripheral surface of a pipe joint to prevent flawing when pulling a jacking pipe into a through hole in a non-open-cut jacking method. <P>SOLUTION: In the non-open-cut jacking method, an excavating pipe is allowed to enter from a penetration pit in a piping work section to form a through hole up to an arrival pit, then a jacking pipe 3 is connected to the tip of the excavating pipe in the arrival pit, and the excavating pipe is towed along the through hole to lay the jacking pipe 3 from the arrival pit to the penetration pit. The jacking pipes 3 are joined to each other through a pipe joint 4, and a joint protective cover 2 is disposed at the jacking pipe 3, in a position near a penetration pit side joint part to the pipe joint 4 to prevent flawing on the outer peripheral surface of the pipe joint 4. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、非開削推進工法に用いられる推進管の継手保護構造に関する。   The present invention relates to a joint protecting structure for a propulsion pipe used in a non-open-cut propulsion method.

近年、上水道配管、下水道配管、ガス配管などのように地中に配管を行う方法として、地面を大きく開削することなく、管を敷設できる非開削推進工法が用いられており、例えば、「フローモール工法」と称される非開削推進工法が特許文献1に開示されている。この非開削推進工法は従来の開削工法と比較して、工期を短縮することができ、また、開削面積を大幅削減することによるコストの低減、および道路での交通規制の緩和ができるという利点を有している。   In recent years, as a method of piping underground such as water supply piping, sewer piping, gas piping, etc., a non-cutting propulsion method that can lay a pipe without greatly cutting the ground has been used. A non-cutting propulsion method called “construction method” is disclosed in Patent Document 1. This non-open-cut propulsion method has the advantage that the construction period can be shortened compared to the conventional open-cut method, and the cost can be reduced by greatly reducing the cut-off area, and the traffic regulations on the road can be relaxed. Have.

非開削推進工法は、一般に以下のように行われる。   The non-cutting propulsion method is generally performed as follows.

まず、配管工事区間の両端部分の地面を縦方向に掘削して、貫入坑と到達坑とを設ける。掘削管の先端に取り付けられたドリルヘッドを貫入坑から進入させ、地上の先端位置探知機の案内により、到達坑まで掘削することで貫通孔が形成される。次に、到達坑で、掘削管先端のドリルヘッドを取り外し、代わりに掘削管先端に推進管を接続する。その後、貫通孔に沿って掘削管を逆方向に牽引することで、貫入坑まで推進管を引き込み、非開削による推進管の敷設が終了する。   First, the ground at both ends of the piping work section is excavated in the vertical direction to provide an intrusion mine and a reaching mine. A drill head attached to the tip of the excavation pipe is entered from the penetrating pit, and a through hole is formed by excavating the reaching pit with the guidance of a tip position detector on the ground. Next, the drill head at the tip of the drilling pipe is removed at the reaching pit, and a propulsion pipe is connected to the tip of the drilling pipe instead. Thereafter, by pulling the excavation pipe in the reverse direction along the through hole, the propulsion pipe is drawn to the penetration pit, and the laying of the propulsion pipe by non-opening is completed.

ところで、このような非開削推進工法において、配管工事区間に対して推進管の長さは短いため、推進管は管継手によって複数本接合されながら用いられている。
特公昭58−38598号公報
By the way, in such a non-open-cut propulsion method, since the length of the propulsion pipe is short with respect to the piping work section, the plural propulsion pipes are used while being joined by a pipe joint.
Japanese Patent Publication No. 58-38598

上記管継手としては、両端に受口を有する筒状のものが一般的である。このように管継手を介して推進管を接合すると、管継手は推進管よりも外周側に突出した状態となるため、推進管を引き込む際に、貫通孔内壁の尖った石や礫などが管継手の外周面と接触し、管継手が破損したり、その外周面に鋭利な傷を付けることになる。   As the pipe joint, a cylindrical one having a receiving port at both ends is generally used. When the propulsion pipe is joined through the pipe joint in this way, the pipe joint protrudes to the outer peripheral side of the propulsion pipe. Therefore, when the propulsion pipe is pulled, stones, gravel, etc. with sharp through-hole inner walls are Contact with the outer peripheral surface of the joint will damage the pipe joint or cause sharp scratches on the outer peripheral surface.

ところで、管継手としてエレクトロフュージョン管継手を用いた場合、管継手の内周側中間部には、受口の内径よりも小径の段差部が形成され、この段差部および受口奥部と、推進管の管端面および管端部外周面近傍とが、融着されない場合がある。このような状態で、敷設された推進管に流体を供給した場合、前述した非融着部分に流体が浸入し、流体の圧力によって、管継手を膨張させようとする。ここで、前述したように管継手の外周面に鋭利な傷がついていると、ノッチ効果によりこの傷に応力が集中してしまう。このため、傷が内側へと進行し、遂には貫通して、水漏れやガス漏れなどの事故が発生するという問題があった。   By the way, when an electrofusion pipe joint is used as a pipe joint, a step part having a smaller diameter than the inner diameter of the receiving port is formed at the inner peripheral side intermediate part of the pipe joint, The tube end surface of the tube and the vicinity of the outer peripheral surface of the tube end may not be fused. In this state, when a fluid is supplied to the laid propulsion pipe, the fluid enters the non-fused portion described above and tries to expand the pipe joint by the pressure of the fluid. Here, as described above, if the outer peripheral surface of the pipe joint has a sharp flaw, stress concentrates on the flaw due to the notch effect. For this reason, there was a problem that the scratches progressed inward and finally penetrated, causing accidents such as water leakage and gas leakage.

この問題を解決するため、図4に示すように、管継手およびこの管継手と接合された前後の推進管30の一定範囲にわたって、保護テープ50や熱収縮チューブを巻くことで、管継手の破損や傷付きを防止する方法が試行されている。   In order to solve this problem, as shown in FIG. 4, the protective tape 50 and the heat-shrinkable tube are wound over a certain range of the pipe joint and the front and rear propulsion pipes 30 joined to the pipe joint. Attempts have been made to prevent damage.

しかしながら、保護テープ50や熱収縮チューブは薄く、強度が弱いため、貫通孔の内壁の尖った石や礫などに接触した際に、保護テープ50や熱収縮テープが管継手から剥がれてしまうことが多い。このため、管継手がむき出しの状態となって傷が付いてしまう。この結果、保護テープ50や熱収縮チューブでは管継手の保護が十分に行えないという問題があった。   However, since the protective tape 50 and the heat-shrinkable tube are thin and weak in strength, the protective tape 50 and the heat-shrinkable tape may be peeled off from the pipe joint when they come into contact with a sharp stone or gravel on the inner wall of the through hole. Many. For this reason, a pipe joint will be in a bare state and will be damaged. As a result, the protective tape 50 and the heat shrinkable tube have a problem that the pipe joint cannot be sufficiently protected.

本発明は係る実情に鑑みてなされたもので、その目的は、非開削推進工法にて推進管を貫通孔に引き込む際に、管継手の外周面を確実に保護して傷付きを防止することができる継手保護構造を提供することにある。   The present invention has been made in view of such circumstances, and its purpose is to reliably protect the outer peripheral surface of the pipe joint and prevent scratches when the propulsion pipe is pulled into the through hole by the non-cutting propulsion method. It is in providing the joint protection structure which can do.

上記課題を解決するため、本発明の継手保護構造は、配管工事区間の貫入坑から掘削管を進入させ、到達坑まで貫通孔を形成した後、前記到達坑において前記掘削管の先端に推進管を接続し、前記貫通孔に沿って前記掘削管を牽引して前記到達坑から前記貫入坑まで前記推進管を敷設する非開削推進工法において、前記推進管同士を管継手を介して接合するとともに、前記推進管の、管継手との貫入坑側接合部近傍に位置して継手保護カバーを配設し、管継手の外周面への傷付きを防止したことを特徴とする。   In order to solve the above-described problem, the joint protection structure of the present invention is configured such that a drill pipe is entered from an intrusion pit in a piping work section, a through hole is formed up to the arrival mine, and then a propulsion pipe is formed at the tip of the digging pipe in the arrival mine In the non-open-cut propulsion method that pulls the excavation pipe along the through hole and lays the propulsion pipe from the reaching pit to the penetration pit, the propulsion pipes are joined to each other via a pipe joint. The propulsion pipe is positioned in the vicinity of the penetration pit side joint with the pipe joint, and a joint protection cover is provided to prevent the outer peripheral surface of the pipe joint from being damaged.

このような継手保護構造によると、継手保護カバーが設けられたことにより、貫通孔内に推進管を引き込む際に、貫通孔の内壁の尖った石や礫などは、継手保護カバーと衝突して、管継手と接触することなく乗り越えることができる。従って、管継手を保護することができ、管継手の破損や外周面の傷付きを防ぐことができる。   According to such a joint protection structure, when the propulsion pipe is drawn into the through hole, the sharp stone or gravel on the inner wall of the through hole collides with the joint protective cover. Can get over without touching the pipe joint. Accordingly, the pipe joint can be protected, and damage to the pipe joint and damage to the outer peripheral surface can be prevented.

また、前記継手保護カバーは、外周面が貫入坑側前端から到達坑側後端にかけて拡径したテーパー面であってもよい。   Further, the joint protective cover may be a tapered surface whose outer peripheral surface is expanded in diameter from the front end on the penetration shaft side to the rear end on the arrival shaft side.

この場合、継手保護カバーの外周面がテーパー面とされているため、貫通孔の内壁の石や礫などを継手保護カバーによって押し広げながら推進管を引き込むことができ、管継手の破損や傷付きを防ぐことができるとともに、推進管を引き込む際の抵抗を少なくすることができる。   In this case, since the outer peripheral surface of the joint protective cover is tapered, the propelling pipe can be pulled in while spreading stones and gravel on the inner wall of the through hole with the joint protective cover, and the pipe joint is damaged or damaged. Can be prevented, and the resistance when the propulsion pipe is retracted can be reduced.

また、前記継手保護カバーは、その到達坑側後端の端面が前記管継手の貫入坑側端面に対応した形状とされ、かつ、その到達坑側後端の外径が前記管継手の外径よりも大きくされたものであってもよい。   The joint protection cover has a shape corresponding to an end surface on the penetration shaft side of the pipe joint, and an outer diameter of the rear end on the arrival shaft side is an outer diameter of the pipe joint. It may be larger than that.

この場合、貫通孔内に推進管を引き込む際に、継手保護カバーによって、貫通孔の内壁の尖った石や礫などが管継手に接触するのを防止できるため、管継手の破損や外周面の傷付きを防ぐことができる。   In this case, when pulling the propelling pipe into the through hole, the joint protective cover can prevent sharp stones or gravel on the inner wall of the through hole from coming into contact with the pipe joint. Damage can be prevented.

また、継手保護カバーの到達坑側後端の端面が管継手の貫入坑側端面に対応した形状とされているため、引き込み時の抵抗を受けて、継手保護カバーの到達坑側後端の端面と管継手の貫入坑側端面とを当接させることができる。従って、継手保護カバーの到達坑側後端の端面と管継手の貫入坑側端面との間に隙間が形成されることがなく、貫通孔の内壁から崩れた石や礫などがその隙間に入り込んで管継手に傷を付けることもない。   In addition, the end face of the joint protection cover at the end of the mine shaft has a shape that corresponds to the end face of the pipe joint. And the penetration pit side end face of the pipe joint can be brought into contact with each other. Therefore, a gap is not formed between the end face on the rear end of the pit side of the joint protection cover and the end face on the penetration pit side of the pipe joint, and stones, gravel, etc. that have collapsed from the inner wall of the through hole enter the gap. The pipe joint is not damaged.

本発明において、推進管としては、材質を特に限定せず、例えば、可撓性に優れたポリエチレン、ポリブデンなどを用いることができる。また、推進管は、単層のものであってもよいが、傷が付き易い合成樹脂管の場合には、外周表面を保護層によって保護した複層化された合成樹脂管を用いることが好ましい。   In the present invention, the material of the propelling tube is not particularly limited, and for example, polyethylene, polybden, etc. excellent in flexibility can be used. The propulsion tube may be a single layer, but in the case of a synthetic resin tube that is easily damaged, it is preferable to use a multilayered synthetic resin tube whose outer peripheral surface is protected by a protective layer. .

本発明において、管継手としては、材質を特に限定せず、例えば、可撓性に優れたポリエチレン、ポリブデンなどを用いることができる。また、管継手は、単層のものであってもよいが、傷が付き易い合成樹脂管の場合には、外周表面が保護層によって複層化された合成樹脂管を用いることが好ましい。また、管継手は、ポリエチレン管に一般的に用いられるエレクトロフュージョン管継手を用いることができる。   In the present invention, the material for the pipe joint is not particularly limited, and for example, polyethylene, polybden, etc. excellent in flexibility can be used. The pipe joint may be of a single layer, but in the case of a synthetic resin pipe that is easily damaged, it is preferable to use a synthetic resin pipe whose outer peripheral surface is formed into a multilayer by a protective layer. Moreover, the electrofusion pipe joint generally used for a polyethylene pipe can be used for a pipe joint.

本発明において、継手保護カバーとしては、材質を特に限定せず、例えば、耐衝撃性、柔軟性に優れたポリエチレン、ポリアセタール、ポリ塩化ビニルなどの合成樹脂や金属などを用いることができる。   In the present invention, the material for the joint protective cover is not particularly limited, and for example, a synthetic resin such as polyethylene, polyacetal, or polyvinyl chloride excellent in impact resistance and flexibility, metal, or the like can be used.

継手保護カバーは、到達坑側後端の外径を管継手の外径よりも、10〜20mm程度大きくするとよい。この外径差が10mm未満であると、推進管を引き込む際、貫通孔の内壁の尖った石や礫などから、管継手を十分に保護することができなくなり、また20mmを超えると、推進管を引き込むときの抵抗が大きくなってしまう。   The joint protective cover may be configured such that the outer diameter of the rear end on the arrival shaft side is larger by about 10 to 20 mm than the outer diameter of the pipe joint. When the outer diameter difference is less than 10 mm, the pipe joint cannot be sufficiently protected from the sharp stone or gravel on the inner wall of the through hole when the propulsion pipe is pulled. The resistance when pulling in will increase.

なお、管継手およびこの管継手と接合された前後の推進管の一定範囲にわたって、予め保護テープを巻いておき、その上から、推進管と管継手との貫入坑側の接合結部近傍に継手保護カバーを設けることにより、さらに管継手の傷付きを防止することができる。   In addition, a protective tape is wound in advance over a certain range of the pipe joint and the front and rear propulsion pipes joined to the pipe joint, and from there, the joint is placed in the vicinity of the joint on the penetration pit side between the propulsion pipe and the pipe joint. By providing the protective cover, the pipe joint can be further prevented from being damaged.

この場合、継手保護カバーには、長手方向の全長にわたりスリットを設けておくとよい。これにより、推進管を引き込む際、継手保護カバーに前方から力が加わると、スリットが閉じられ、継手保護カバーの径が小さくなるため、保護テープが巻かれた推進管と継手保護カバーとの密着性が増し、推進管と管継手との貫入坑側の接合部の位置から継手保護カバーをずれにくくすることができる。また、この継手保護カバーは、スリットを開口させることで、推進管の横側から容易に取り付けが行える。   In this case, the joint protective cover may be provided with a slit over the entire length in the longitudinal direction. As a result, when a force is applied to the joint protective cover from the front when the propulsion pipe is pulled in, the slit is closed and the diameter of the joint protective cover is reduced, so that the propulsion pipe wound with the protective tape and the joint protective cover are in close contact with each other. Thus, the joint protective cover can be made difficult to shift from the position of the joint portion between the propulsion pipe and the pipe joint on the penetration mine side. Moreover, this joint protective cover can be easily attached from the side of the propulsion pipe by opening a slit.

本発明の継手保護カバーは、非開削推進工法にて推進管を貫通孔に引き込む際に、管継手の外周面を確実に保護して傷付きを防止することができるといった効果を奏する。   The joint protective cover of the present invention has an effect that when the propulsion pipe is drawn into the through hole by the non-cutting propulsion method, the outer peripheral surface of the pipe joint can be reliably protected to prevent damage.

以下、本発明の実施の形態について、図1および図2を参照して説明する。   Hereinafter, embodiments of the present invention will be described with reference to FIG. 1 and FIG.

図1および図2は、本発明における継手保護構造1の一実施形態を示している(以下、実施例1という)。図において、本実施の形態の継手保護構造1は、非開削推進工法に用いられる推進管3と、管継手4と、継手保護カバー2とを備えている。   1 and 2 show an embodiment of a joint protection structure 1 according to the present invention (hereinafter referred to as Example 1). In the figure, the joint protection structure 1 of the present embodiment includes a propulsion pipe 3, a pipe joint 4, and a joint protection cover 2 used in the non-cutting propulsion method.

上記推進管3は、ポリエチレン管の表面にポリアミド樹脂、ポリエチレンを順に被覆させた外径90mmの水道配水用ポリエチレン管を用いた。   The propulsion pipe 3 was a polyethylene pipe for water distribution with an outer diameter of 90 mm, in which the surface of the polyethylene pipe was coated with polyamide resin and polyethylene in order.

上記管継手4は、エレクトロフュージョン管継手を用い、その材質は推進管3と同様のもので、ポリエチレン管の表面にポリアミド樹脂、ポリエチレンの順を被覆させたものである。このエレクトロフュージョン管継手は、内部にワイヤーが巻かれており、そのワイヤーに電流を流すことによって推進管3とエレクトロフュージョン管継手との接触面を溶融し、接合することができるものである。管継手4は、外径が120mm、長さが130mmで、外周面の両端が面取りされたものを用いた。   The pipe joint 4 is an electrofusion pipe joint, and the material thereof is the same as that of the propulsion pipe 3, and the surface of the polyethylene pipe is coated with polyamide resin and polyethylene in this order. In this electrofusion fitting, a wire is wound inside, and a contact surface between the propulsion tube 3 and the electrofusion fitting can be melted and joined by passing an electric current through the wire. The pipe joint 4 used had an outer diameter of 120 mm and a length of 130 mm, and both ends of the outer peripheral surface were chamfered.

上記継手保護カバー2は、ポリアセタール製で、図2に示すように、管継手4の貫入坑側端面41から、50mm前方の推進管3までを覆うように設定されている。ここで、継手保護カバー2は、内周面が内径90mmで均一な断面円形状とされ、また、外周面が外径90mmの貫入坑側前端21から外径130mmの到達坑側後端22にかけてテーパー面とされ、さらに、到達坑側後端22の端面が管継手4の面取りされた端面形状に合致するように形成されている。そして、継手保護カバー2の到達坑側後端22の端面を管継手4の貫入坑側端面41に突き合わせた際に、その外周面の後端縁が管継手4の貫入坑側端面41よりも後方に位置するように設定されている。   The joint protective cover 2 is made of polyacetal, and is set so as to cover the penetration pipe side end face 41 of the pipe joint 4 to the propulsion pipe 3 50 mm ahead. Here, the joint protective cover 2 has an inner peripheral surface of 90 mm in inner diameter and a uniform circular cross section, and the outer peripheral surface extends from the penetration mine side front end 21 having an outer diameter of 90 mm to the reaching mine side rear end 22 having an outer diameter of 130 mm. Further, the end face of the reaching mine side rear end 22 is formed so as to match the chamfered end face shape of the pipe joint 4. And when the end face of the reaching mine side rear end 22 of the joint protection cover 2 is abutted against the penetration mine side end face 41 of the pipe joint 4, the rear end edge of the outer peripheral surface is more than the penetration mine side end face 41 of the pipe joint 4. It is set to be located at the rear.

図3は、本発明における継手保護構造1の変形例を示している(以下、実施例2という)。本変形例の継手保護構造1は、非開削推進工法に用いられる推進管3と、管継手4と、継手保護カバー2と、保護テープ5とを備えている。   FIG. 3 shows a modification of the joint protection structure 1 according to the present invention (hereinafter referred to as Example 2). The joint protection structure 1 according to this modification includes a propulsion pipe 3 used for the non-cutting propulsion method, a pipe joint 4, a joint protective cover 2, and a protective tape 5.

なお、本変形例の継手保護構造1は、保護テープ5と継手保護カバー2とを除いて、前述した実施例1の継手保護構造1と同じ構成であるので、同一部材には同一符号を付してその説明を省略し、相違点である保護テープ5と継手保護カバー2とについてのみ説明する。   Since the joint protection structure 1 of this modification has the same configuration as the joint protection structure 1 of the first embodiment described above except for the protective tape 5 and the joint protection cover 2, the same reference numerals are assigned to the same members. Therefore, the description is omitted, and only the protective tape 5 and the joint protective cover 2 which are different points will be described.

上記保護テープ5は、軟質塩化ビニル製で、厚さが0.5mmのものを用いた。保護テープ5は、貫入坑側の推進管3から管継手4を経て到達坑側の推進管3にわたって、1/2幅ずつ重ねながら螺旋状に巻き付けた。この場合、保護テープ5の推進管3への巻き始め位置を、後述する継手保護カバー2によって隠蔽されるように設定すると、推進管3を引き込む際、保護テープ5が巻き始め部分からめくれて剥がれることをなくすことができる。   The protective tape 5 was made of soft vinyl chloride and had a thickness of 0.5 mm. The protective tape 5 was spirally wound over the propulsion pipe 3 on the penetrating mine side through the pipe joint 4 and over the propulsion pipe 3 on the arrival pit side while being overlapped by ½ width. In this case, if the winding start position of the protective tape 5 around the propulsion pipe 3 is set so as to be concealed by the joint protective cover 2 described later, when the propulsion pipe 3 is pulled, the protective tape 5 is turned up and peeled off from the winding start portion. Can be eliminated.

上記継手保護カバー2は、ポリアセタール製で、図に示すように、管継手4の貫入坑側端面から、50mm前方の推進管3まで覆うように設定されている。また、継手保護カバー2の内径を92mmと推進管3の外径90mmよりも少し大きくして、推進管3との間に隙間を設けることで、保護テープ5を巻いた推進管3に、継手保護カバー2を配設できるようにしている。   The joint protective cover 2 is made of polyacetal and is set so as to cover from the end face of the pipe joint 4 to the propulsion pipe 3 50 mm ahead, as shown in the figure. Further, the inner diameter of the joint protective cover 2 is slightly larger than 92 mm and the outer diameter 90 mm of the propulsion pipe 3, and a clearance is provided between the propulsion pipe 3. The protective cover 2 can be disposed.

ここで、継手保護カバー2は、内周面が内径92mmで均一な断面円形状とされ、また、外周面が外径92mmの貫入坑側前端21から外径130mmの到達坑側後端22にかけてテーパー面とされ、さらに、到達坑側後端22の端面が管継手4の面取りされた端面形状に合致するように形成されている。そして、継手保護カバー2の到達坑側後端22の端面を管継手4の貫入坑側端面41に突き合わせた際に、その外周面の後端縁が管継手4の貫入坑側端面41よりも後方に位置するように設定されている。   Here, the joint protective cover 2 has an inner peripheral surface of 92 mm in inner diameter and a uniform circular cross section, and the outer peripheral surface extends from the penetration mine side front end 21 having an outer diameter of 92 mm to the reaching mine side rear end 22 having an outer diameter of 130 mm. Further, the end face of the reaching mine side rear end 22 is formed so as to match the chamfered end face shape of the pipe joint 4. And when the end face of the reaching mine side rear end 22 of the joint protection cover 2 is abutted against the penetration mine side end face 41 of the pipe joint 4, the rear end edge of the outer peripheral surface is more than the penetration mine side end face 41 of the pipe joint 4. It is set to be located at the rear.

継手保護カバー2には、2mmの間隔で開口されたスリット23が、長手方向の全長にわたって設けられている。これにより、推進管3を引き込む際、継手保護カバー2に前方から力が加わると、スリット23が閉じられ、継手保護カバー2の径が小さくなるため、保護テープ5が巻かれた推進管3と継手保護カバー2との密着性が増し、推進管3と管継手4との貫入坑側接合部の位置から継手保護カバー2をずれにくくすることができる。また、この継手保護カバー2は、スリット23を開口させることで、推進管3の横側から容易に取り付けが行える。   The joint protective cover 2 is provided with slits 23 opened at intervals of 2 mm over the entire length in the longitudinal direction. Thereby, when pulling in the propulsion pipe 3, if a force is applied to the joint protective cover 2 from the front, the slit 23 is closed and the diameter of the joint protective cover 2 is reduced. Adhesiveness with the joint protection cover 2 is increased, and the joint protection cover 2 can be made difficult to shift from the position of the penetration mine side joint between the propulsion pipe 3 and the pipe joint 4. The joint protective cover 2 can be easily attached from the side of the propulsion pipe 3 by opening the slit 23.

次に、上記実施例1、上記実施例2、および従来例の継手保護構造1に対して、非開削推進工法で引き込み試験を行った際の試験結果を示す。   Next, the test results when the pull-in test is performed by the non-cutting propulsion method for the joint protection structure 1 of the above-described example 1, the above-described example 2, and the conventional example will be shown.

ここで、従来例の継手保護構造10には、図4に示すように、推進管30が管継手で接合され、また、保護テープ50が、貫入坑側の推進管3から管継手4を経て到達坑側の推進管3にわたって、1/2幅ずつ重ねながら螺旋状に巻き付けられている。   Here, as shown in FIG. 4, the propulsion pipe 30 is joined to the joint protection structure 10 of the conventional example by a pipe joint, and the protective tape 50 passes through the pipe joint 4 from the propulsion pipe 3 on the penetrating pit side. It is wound around the propulsion pipe 3 on the arrival mine side in a spiral shape while being overlapped by ½ width.

引き込み試験は、100mの距離の貫入坑と到達坑との間を、フローモール工法を用いて以下のように行った。   The pull-in test was performed as follows using a flow molding method between an intrusion shaft and a reaching shaft at a distance of 100 m.

まず、掘削管の先端に取り付けられたドリルヘッドを貫入坑から進入させて、ドリルヘッドからベントナイト泥水をジェット噴射させることにより、土壌を切り崩し掘削する。次に、掘削管をフローケーターによって確認しながら、到達坑まで誘導する。掘削管の先端が到達坑まで到達したら、先端に取り付けられたドリルヘッドを拡径リーマへと交換し、さらに拡径リーマに推進管3を接続する。再び、拡径リーマからベントナイト泥水を噴射させながら、貫通孔内に推進管3を引き込むことで、貫通孔の径が広がり、推進管3が円滑に敷設される。推進管3が貫入坑の位置に到達した後、推進管3と管継手4との接合部分およびその前後部分を地中から取り出し、それぞれの状態を観察した。   First, the drill head attached to the tip of the excavation pipe is entered from the penetration pit, and bentonite mud is jetted from the drill head to cut and excavate the soil. Next, the excavation pipe is guided to the reaching pit while being confirmed by the flow categorizer. When the tip of the excavation pipe reaches the reaching pit, the drill head attached to the tip is replaced with an enlarged diameter reamer, and the propulsion pipe 3 is connected to the enlarged diameter reamer. Again, while the bentonite mud is jetted from the expanded reamer, the diameter of the through hole is increased by drawing the propulsion pipe 3 into the through hole, and the propulsion pipe 3 is smoothly laid. After the propulsion pipe 3 reached the position of the penetration pit, the joint portion between the propulsion pipe 3 and the pipe joint 4 and the front and rear portions thereof were taken out from the ground, and the respective states were observed.

従来例の継手保護構造10では、保護テープ50が管継手の全面で剥離しており、管継手に深さ1mm程度の鋭い傷が発生していた。また、実施例1の継手保護構造1では、継手保護カバー2に裂傷が発生したが、管継手4には損傷がなかった。また、実施例2の継手保護構造1でも、継手保護カバー2に裂傷が発生したが、管継手4には損傷がなかった。   In the joint protection structure 10 of the conventional example, the protective tape 50 is peeled off on the entire surface of the pipe joint, and a sharp scratch having a depth of about 1 mm is generated in the pipe joint. Further, in the joint protection structure 1 of Example 1, the joint protection cover 2 was torn, but the pipe joint 4 was not damaged. In the joint protection structure 1 of Example 2, the joint protective cover 2 was torn, but the pipe joint 4 was not damaged.

上記のように、従来例の継手保護構造10においては、管継手に鋭い傷が発生したが、実施例1および実施例2の継手保護構造1においては、管継手4に破損や傷が発生することがなかった。   As described above, in the joint protection structure 10 of the conventional example, a sharp flaw is generated in the pipe joint. However, in the joint protection structure 1 in the first and second embodiments, the pipe joint 4 is damaged or scratched. It never happened.

本発明における継手保護構造を示す斜視図である。It is a perspective view which shows the joint protection structure in this invention. 本発明における継手保護構造を示す断面図である。It is sectional drawing which shows the joint protection structure in this invention. 本発明における変形例の継手保護構造を示す斜視図である。It is a perspective view which shows the joint protection structure of the modification in this invention. 従来の継手保護構造を示す斜視図である。It is a perspective view which shows the conventional joint protection structure.

符号の説明Explanation of symbols

1 継手保護構造
2 継手保護カバー
21 継手保護カバーの貫入坑側前端
22 継手保護カバーの到達坑側後端
23 スリット
3 推進管
4 管継手
41 管継手の貫入坑側端面
42 管継手の到達坑側端面
5 保護テープ
DESCRIPTION OF SYMBOLS 1 Joint protection structure 2 Joint protection cover 21 Front end 22 of a penetration hole of a joint protection cover Rear end 23 of a penetration side of a joint protection cover Slit 3 Propulsion pipe 4 Pipe joint 41 End face 42 side of a pipe joint Penetration side of a pipe joint End face 5 Protective tape

Claims (3)

配管工事区間の貫入坑から掘削管を進入させ、到達坑まで貫通孔を形成した後、前記到達坑において前記掘削管の先端に推進管を接続し、前記貫通孔に沿って前記掘削管を牽引して前記到達坑から前記貫入坑まで前記推進管を敷設する非開削推進工法において、
前記推進管同士を管継手を介して接合するとともに、
前記推進管の、管継手との貫入坑側接合部近傍に位置して継手保護カバーを配設し、管継手の外周面への傷付きを防止したことを特徴とする継手保護構造。
After the excavation pipe is entered from the penetration pit of the piping work section and a through hole is formed up to the reaching pit, a propulsion pipe is connected to the tip of the excavation pipe in the reaching pit, and the excavation pipe is pulled along the through hole In the non-cutting propulsion method of laying the propulsion pipe from the reaching pit to the penetration mine,
While joining the propulsion pipes together via a pipe joint,
A joint protection structure characterized in that a joint protection cover is disposed in the vicinity of a penetration joint side joint portion with a pipe joint of the propulsion pipe to prevent damage to the outer peripheral surface of the pipe joint.
前記継手保護カバーは、外周面が貫入坑側前端から到達坑側後端にかけて拡径したテーパー面であることを特徴とする請求項1に記載の継手保護構造。   2. The joint protection structure according to claim 1, wherein the joint protection cover is a tapered surface whose outer peripheral surface is enlarged in diameter from the front end on the penetration mine side to the rear end on the arrival mine side. 前記継手保護カバーは、その到達坑側後端の端面が管継手の貫入坑側端面に対応した形状とされ、かつ、その到達坑側後端の外径が前記管継手の外径よりも大きくされたことを特徴とする請求項2に記載の継手保護構造。   The joint protection cover has a shape corresponding to the end surface on the penetrating pit side of the pipe joint, and the outer diameter of the rear end on the pit side is larger than the outer diameter of the pipe joint. The joint protection structure according to claim 2, wherein the joint protection structure is provided.
JP2005163429A 2005-06-03 2005-06-03 Joint protection structure Pending JP2006336340A (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61198398U (en) * 1985-05-31 1986-12-11
JPH02256787A (en) * 1988-12-26 1990-10-17 Morigumi:Kk Driving method of pipe with small caliber and device thereof
JPH116395A (en) * 1997-06-13 1999-01-12 Japan Steel & Tube Constr Co Ltd Excavator and method for pulling in pipe using the same

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61198398U (en) * 1985-05-31 1986-12-11
JPH02256787A (en) * 1988-12-26 1990-10-17 Morigumi:Kk Driving method of pipe with small caliber and device thereof
JPH116395A (en) * 1997-06-13 1999-01-12 Japan Steel & Tube Constr Co Ltd Excavator and method for pulling in pipe using the same

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