JP2007139156A - Pipe travel guide tool for sleeve jacking method - Google Patents

Pipe travel guide tool for sleeve jacking method Download PDF

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JP2007139156A
JP2007139156A JP2005337437A JP2005337437A JP2007139156A JP 2007139156 A JP2007139156 A JP 2007139156A JP 2005337437 A JP2005337437 A JP 2005337437A JP 2005337437 A JP2005337437 A JP 2005337437A JP 2007139156 A JP2007139156 A JP 2007139156A
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pipe
casing
roller
travel guide
sheath
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JP4578389B2 (en
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Koji Fujita
弘司 藤田
Yoshihiko Yamamoto
吉彦 山本
Yoshinori Yoshida
義徳 吉田
Naoki Tomita
直岐 冨田
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Kurimoto Ltd
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Kurimoto Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To reduce the volume, and to improve mounting workability. <P>SOLUTION: A pipe travel guide tool 10 is fitted in a pipe P in the jacking method wherein the pipe P is inserted into the precedent pipe P to connect the pipes P together for newly arranging a pipeline inside a sleeve pipe P'. A spherical roller 12 is charged in an annular casing 11 having a U shaped cross section so as to be unable to be removed or to be freely rolled, the casing 11 is locked by a socket 2, and the roller 12 is rolled on an inner surface of the sleeve pipe P'. It is enough that the casing has a size (diameter) of being fitted to a straight pipe part and being prevented from slipping out of the socket if the casing is locked by the socket, and the structure can be facilitated. Attachment to the pipe can be performed only by fitting the casing into the pipe, and enhanced workability is exhibited. In the structure wherein the roller is charged in the casing, the casing supporting the roller is usually in a shape of a gutter, and the volume when the casing with the roller is fitted to the pipe is the sum of the thickness of the casing and the diameter of the roller, and the volume is reduced. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

この発明は、水道、ガス、下水道等に用いる流体輸送用配管を非開削で布設するさや管推進工法に使用する管の走行案内器具に関するものである。   BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe travel guide device used for a pipe propulsion method in which a pipe for transporting fluid used for water supply, gas, sewerage, etc. is laid without cutting.

ダクタイル鋳鉄管等の流体輸送用配管を埋設する工法としては、地面を開削して布設する開削工法が一般的であったが、近来は幹線道路だけではなく一般道路においても交通量が増加しているので、開削工法のために交通を遮断することは困難となっている。このため、発進立坑と到達立坑だけを開削し、さや管(鞘管)としてヒューム管や鋼管等を推進埋設した後に、PI形、PII形ダクタイル鋳鉄管等を挿入するさや管推進工法や、既設管をさや管として、その中に口径の小さい新管を挿入して管路を更新するパイプ・イン・パイプ工法(PIP法)等の推進工法が広く採用されるようになった(以下、さや管推進工法とPIP法の両者を「さや管推進工法」と言う)。   As a method of embedding fluid transport pipes such as ductile cast iron pipes, the open-cut method of excavating and laying the ground has been common, but nowadays traffic volume has increased not only on main roads but also on general roads. Therefore, it is difficult to block traffic due to the open-cut method. For this reason, only the starting and reaching shafts are excavated, and fume pipes and steel pipes are propelled and buried as sheath pipes (sheath pipes), and then PI pipe and PII type ductile cast iron pipes are inserted, and the existing pipe propulsion method, Propelling methods such as pipe-in-pipe method (PIP method), in which pipes are used as sheath pipes and new pipes with a small diameter are inserted into the pipes to renew the pipes, are now widely used (hereinafter referred to as sheath) Both the pipe propulsion method and the PIP method are called “sheath tube propulsion methods”).

そのさや管推進工法は、図8に示すように発進坑Sと到達坑Rとの間に埋設されている既設管(さや管)P’内にこれよりも径の小さな新管Pを挿入敷設するものであり、発進坑Sには油圧ジャッキJが設置され、この油圧ジャッキJの後部は反力受けHに当接し、前部は押角Bを介して新管Pを押圧するようになっている。新管Pは、その先端部の挿し口1を先行の新管Pの後端部の受口2に挿入することによって順次接合され、既設管P’内に押し込まれて行く。なお、先頭の新管Pの先端部には挿入抵抗を小さくするための先導ソリKが取り付けられている。   As shown in FIG. 8, the sheath propulsion method inserts and lays a new pipe P having a smaller diameter in an existing pipe (sheath pipe) P ′ buried between the start pit S and the arrival pit R. The hydraulic jack J is installed in the starting pit S, the rear part of the hydraulic jack J abuts against the reaction force receiver H, and the front part presses the new pipe P through the pushing angle B. Yes. The new pipe P is sequentially joined by inserting the insertion port 1 at the tip end thereof into the receiving port 2 at the rear end part of the preceding new pipe P, and is pushed into the existing pipe P ′. A leading sled K for reducing insertion resistance is attached to the tip of the leading new pipe P.

その既設管P’内に新管Pをつなぎ合わせて走行させる際、図9に示すように、新管Pがさや管P’の内面に摺れて移動する(走行する)こととなる。この場合、新管Pの挿入長さ(発進坑Sと到達坑Rとの長さ)が長くなると、挿入力が大きくなったり、管継手の屈曲によって新管Pの許容伝達力が小さくなったりすること等の原因から、新管Pの許容伝達力を超える場合がある。許容伝達力を超えれば、新管Pの破損等が生じるため、それ以上の挿入を行うことができない。   When the new pipe P is joined and traveled within the existing pipe P ', the new pipe P slides and moves (runs) on the inner surface of the sheath pipe P' as shown in FIG. In this case, when the insertion length of the new pipe P (the length between the start pit S and the arrival mine R) is increased, the insertion force increases or the allowable transmission force of the new pipe P decreases due to bending of the pipe joint. For example, the allowable transmission force of the new pipe P may be exceeded. If the allowable transmission force is exceeded, the new pipe P will be damaged, and hence no further insertion is possible.

このため、図10に示すように、新管Pの外周面にキャスタ3を有する走行案内器具を設け、そのキャスタ3をさや管P’の内面に走行させて走行抵抗を低減した技術がある(特許文献1参照)。その走行案内器具は、4分割した断面L字状のフランジ4をその端面で締結してサドルバンド状としたものであり、その分割フランジ4の締結ボルト5にキャスタ3を回転自在に嵌めたものである。
特開2002−276284号公報
For this reason, as shown in FIG. 10, there is a technique in which a travel guide device having casters 3 is provided on the outer peripheral surface of the new pipe P, and the caster 3 is traveled on the inner surface of the sheath pipe P ′ to reduce travel resistance ( Patent Document 1). The traveling guide device is a saddle band-like shape in which a flange 4 having an L-shaped cross section divided into four parts is fastened at its end face, and a caster 3 is rotatably fitted to a fastening bolt 5 of the divided flange 4. It is.
JP 2002-276284 A

なお、地中埋設管内に、複数の管を引き込む際、その引き込み先導用ガイドとして、その筒状本体の外周面にボールベアリングを設けて、そのローリングを防止した技術がある(特許文献2参照)。
特開平7−293746号公報
In addition, when pulling a plurality of pipes into the underground pipe, there is a technique for preventing rolling by providing a ball bearing on the outer peripheral surface of the cylindrical main body as a leading guide for the drawing (see Patent Document 2). .
JP-A-7-293746

このキャスタ3付き走行案内器具による新管Pの走行はそれなりに有効であるが、分割フランジ4を強固に締結するためには、十分な大きさの(十分に立ち上がる)締結片6を有する必要があり、その締結片6にキャスタ3を取り付けるため、勢い、キャスタ3が高くなる(新管P外周面から大きく突出する)。   Although the traveling of the new pipe P by the traveling guide apparatus with casters 3 is effective as it is, it is necessary to have a sufficiently large (sufficiently rising) fastening piece 6 in order to fasten the split flange 4 firmly. Yes, since the caster 3 is attached to the fastening piece 6, the caster 3 becomes vigorous and the caster 3 becomes high (projects greatly from the outer peripheral surface of the new pipe P).

キャスタ3が高くなれば、走行案内器具の嵩が大きくなるため、さや管P’内面と新管P外面とに十分な間隙(隙間)を必要とする。隙間を大きく取れば、それだけ、新管Pに呼び径の小さいものを採用することとなり、十分な流通面積を得られない場合が生じる。
また、通常、新管Pには、所要の呼び径のものが要求されるため、勢い、前記間隙は狭いものとなっている。この場合、上記キャスタ3付きの走行案内器具を使用できない場合が生じる。
If the caster 3 is high, the travel guide device becomes bulky, and thus a sufficient gap (gap) is required between the inner surface of the sheath P 'and the outer surface of the new tube P. If the clearance is made large, a new pipe P having a small nominal diameter will be used, and there may be a case where a sufficient distribution area cannot be obtained.
Further, since the new pipe P is usually required to have a required nominal diameter, the gap is narrow. In this case, there may be a case where the travel guidance instrument with the casters 3 cannot be used.

さらに、上記キャスタ3付きの走行案内器具は、4分割した断面L字状のフランジ4をその端面で締結してサドルバンド状としたものであるため、その締結作業が必要であり、取付作業が煩雑である。   Furthermore, since the traveling guide apparatus with the casters 3 is a saddle band formed by fastening the flange 4 having an L-shaped cross section divided into four at its end face, the fastening work is necessary and the attachment work is not necessary. It is complicated.

この発明は、走行案内器具の嵩を低くするとともに、取付作業性を向上させることを課題とする。   An object of the present invention is to reduce the bulk of the travel guide device and to improve the mounting workability.

上記課題を達成するために、この発明は、まず、この種の管は、挿し口1を有する直管部と受口2を有する受口部とからなり、その直管部は受口部より外周径が小さいことに着目し、その直管部に走行案内器具の一部をなす円環状のケーシングを嵌め、走行時には、そのケーシングを受口部で抜け止めすることとしたのである。
受口部で抜け止めすれば、そのケーシングは、直管部に嵌り得て、かつ受口部から抜け出ない大きさ(径)であれば良いため、その走行案内器具(ケーシング)の構成は簡単となり、また、新管への取付は、そのケーシングを直管部に嵌めるだけで良いため、作業性も良い。
In order to achieve the above object, according to the present invention, first, this type of pipe is composed of a straight pipe portion having an insertion port 1 and a receiving portion having a receiving port 2, and the straight pipe portion is formed from the receiving portion. Focusing on the fact that the outer diameter is small, an annular casing forming a part of the travel guide device is fitted to the straight pipe portion, and the casing is prevented from being detached at the receiving portion during traveling.
If it is prevented from coming off at the receiving part, the casing can be fitted in the straight pipe part and has a size (diameter) that does not come out from the receiving part, so the configuration of the travel guide device (casing) is simple. In addition, since the attachment to the new pipe only needs to fit the casing into the straight pipe portion, workability is also good.

つぎに、この発明は、上記ケーシング内に球体状コロを離脱不能かつ回転自在に装填したのである。すなわち、上記特許文献2のボールベアリング構造を採用したのである。
このケーシング内に球体状コロを離脱不能かつ回転自在に装填した構造(ボールベアリング構造)は、通常、コロ(ボール)を支持するケーシングは樋状となって、管にそのコロ付きのケーシングを嵌めた際の嵩(管外周面から突出する高さ)は、そのケーシングの板厚とコロの径の和であり、上記キャスタ3付き走行案内器具に比べれば、かなり低いものとすることができる。
このため、さや管P’内面と新管P外面とに十分な隙間がない場合でも、この走行案内器具を取付け得る場合が多くなる。
また、球体状コロは転動方向が自由なため、図10で示すキャスタ3に比べれば、管の移動に円滑に追従して円滑な走行を確保する。特に、管は長尺物であり、その継手部において屈曲しながら走行し、かつ、通常、既設管内面は凹凸が激しいため、追従性の高いこのコロによる走行案内は有効である。
Next, in the present invention, a spherical roller is loaded into the casing so as not to be detached and rotatable. That is, the ball bearing structure disclosed in Patent Document 2 is adopted.
The structure (ball bearing structure) in which a spherical roller is loaded in a non-detachable and rotatable manner in this casing (ball bearing structure) is usually a bowl-shaped casing that supports the roller (ball), and the casing with the roller is fitted into the tube. The bulk (height protruding from the outer peripheral surface of the pipe) is the sum of the thickness of the casing and the diameter of the roller, and can be considerably lower than the travel guide apparatus with casters 3.
For this reason, even when there is not a sufficient gap between the inner surface of the sheath P ′ and the outer surface of the new tube P, there are many cases where this travel guide device can be attached.
In addition, since the spherical roller has a free rolling direction, it smoothly follows the movement of the tube and ensures smooth running as compared with the caster 3 shown in FIG. In particular, since the pipe is a long object and travels while being bent at the joint portion, and the inner surface of the existing pipe is usually severely uneven, traveling guidance with this roller having high followability is effective.

この発明に係る走行案内器具は、以上のように、ボールベアリング構造とするとともに、管にその直管部に嵌めることによって取付けることとしたので、さや管P’内面と新管P外面とに十分な隙間がない場合でも採用できるとともに、取付作業性の良いものとなる。   As described above, the travel guide device according to the present invention has a ball bearing structure and is attached to the pipe by fitting it into the straight pipe portion, so that it is sufficient for the inner surface of the sheath P 'and the outer surface of the new pipe P. Even if there is no gap, it can be adopted and the workability is improved.

この発明の実施の形態としては、管の挿し口を先行する管の受口に挿入して継合わせつつさや管内に管路を新設する推進工法における、前記管外周面に嵌められるその管の走行案内器具において、円環状の断面U字状ケーシング内に、その全周に球体状コロを離脱不能かつ回転自在に装填し、前記ケーシングを前記管の直管部に嵌めて前記受口で抜け止めしつつ、前記コロを上記さや管内面に転動させて、前記管をさや管内に走行させる構成を採用することができる。   As an embodiment of the present invention, in a propulsion method in which a pipe passage is newly installed in a sheath pipe by inserting a pipe insertion port into a preceding pipe receptacle and running the pipe, In a guide device, a spherical roller is loaded into an annular cross-section U-shaped casing so as not to be disengageable and rotatable, and the casing is fitted to a straight pipe portion of the pipe to prevent it from coming off at the receiving port. However, it is possible to adopt a configuration in which the roller rolls on the inner surface of the sheath and the tube travels in the sheath.

この構成において、上記コロをケーシングの周方向に間欠的に装填し、その間欠部にはスペーサを設けて前記コロの前記周方向への移動を阻止したものとすることができる。
コロは、ケーシング全周(管外周全面)に亘って隙間無くある必要は無く、管走行時のローリングに対応できる程度の間隔にあればよい。このため、実験、実操業(経験)に基づき、その間欠長さを適宜に決めれば良い。例えば、90度間隔に、5つ程のコロを設ける等とする。
その上記スペーサは、ケーシングの側壁を内側に変形させて形成することもできる。
In this configuration, the roller may be intermittently loaded in the circumferential direction of the casing, and a spacer may be provided in the intermittent portion to prevent the roller from moving in the circumferential direction.
The rollers do not need to have a gap over the entire circumference of the casing (the entire outer surface of the pipe), and may have an interval that can accommodate rolling during pipe running. For this reason, what is necessary is just to determine the intermittent length suitably based on experiment and actual operation (experience). For example, it is assumed that about five rollers are provided at intervals of 90 degrees.
The spacer can be formed by deforming the side wall of the casing inward.

上記ケーシングは、円環状の板と、その板の周方向に間欠的に設けた両端閉塞の樋状部とからなり、その樋状部に、上記コロを離脱不能かつ回転自在に装填したものとすることもできる。
また、コロ外面又はケーシング内面のコロ転動面にはフッ素樹脂等の滑材をコーティングしたり(転動面を滑面としたり)、コロをポリアセタール等の低摩擦材からなるものとしたりして、コロの転動を円滑にすることが好ましい。これらの各処理は併用することができる。
The casing is composed of an annular plate and a hook-like portion closed at both ends intermittently provided in the circumferential direction of the plate, and the roller is loaded in a non-detachable and rotatable manner in the hook-like portion. You can also
Also, the roller rolling surface on the outer surface of the roller or the inner surface of the casing may be coated with a lubricant such as fluororesin (the rolling surface may be a smooth surface), or the roller may be made of a low friction material such as polyacetal. It is preferable to make the roller roll smoothly. Each of these treatments can be used in combination.

一実施例を図1乃至図4に示し、この実施例の管走行案内器具10は、円環状の断面U字状ケーシング11の全周に鋼球からなるコロ12を装填したものである。このコロ12はポリアセタール等の低摩擦材からなるものとすることができる。
ケーシング11は、例えば、図4(a)に示すように、鋼管11aを少し中心線からずらして2分割し、その大きい方11bを同図(b)に示すように円環状に曲げて形成する。このとき、突合せ端部は溶接等によって接合することができる。
An embodiment is shown in FIGS. 1 to 4, and a pipe travel guide device 10 of this embodiment is configured by loading a roller 12 made of a steel ball around the entire circumference of an annular cross-sectional U-shaped casing 11. The roller 12 can be made of a low friction material such as polyacetal.
For example, as shown in FIG. 4A, the casing 11 is formed by shifting the steel pipe 11a slightly from the center line into two parts and bending the larger 11b into an annular shape as shown in FIG. 4B. . At this time, the butt end portion can be joined by welding or the like.

このようにしてできたケーシング11内にコロ12を装填するが、そのコロ12の径はケーシング11(鋼管11a)の内径と略同じになっているため、図2に示すように、ケーシング11に装填した際には、ケーシング11の開口がそのコロ径より狭くなって、ケーシング11からコロ12が離脱することなく円滑に転動する。
ケーシング11の内面には、グリースを塗布(コーティング)したり、フッ素樹脂コーティングをしたり、フッ素樹脂を含浸させたシートを接着(コーティング)したりして滑面とする。コロ12の外面にも同様な処理をして滑面とすることができる。
The roller 12 is loaded into the casing 11 thus formed. The diameter of the roller 12 is substantially the same as the inner diameter of the casing 11 (steel pipe 11a). When loaded, the opening of the casing 11 becomes narrower than its roller diameter, and the roller 12 smoothly rolls without being detached from the casing 11.
Grease is applied (coating) to the inner surface of the casing 11, a fluororesin coating, or a sheet impregnated with a fluororesin is adhered (coating) to form a smooth surface. A similar treatment can be applied to the outer surface of the roller 12 to form a smooth surface.

この管走行案内器具10は、図1、図2に示すように、管Pの挿し口1を先行する管Pの受口2に挿入して継合わせつつさや管P’内に管路を新設する際、その各管Pの外周面に嵌めて取付ける。このとき、管走行案内器具10を受口2側に近づけることが好ましいが、必ずしも必要ない。管Pの走行につれて移動し、やがて受口2部に係止されるからである。   As shown in FIGS. 1 and 2, this pipe travel guide device 10 is provided with a new pipe line in the sheath pipe P ′ while inserting and inserting the insertion opening 1 of the pipe P into the receiving opening 2 of the preceding pipe P. When doing so, it fits and attaches to the outer peripheral surface of each pipe P. At this time, it is preferable to bring the pipe travel guide device 10 closer to the receiving port 2 side, but this is not always necessary. This is because it moves as the pipe P travels and is eventually locked to the receiving port 2 part.

その各管Pに取付けた走行案内器具10は、管Pの挿入につれての走行の際、図1に示すように、受口2部で抜け止めされつつ、図2に示すように、そのコロ12がさや管P’内面を転動して、新管Pを円滑に案内する。このとき、管Pにローリングが生じても、いずれかのコロ12がさや管P’内面を転動してそのローリングに対応し、円滑な走行を確保する。   As shown in FIG. 1, the travel guide device 10 attached to each pipe P is prevented from being detached at the receiving port 2 portion as shown in FIG. Rolls the inner surface of the sheath P 'to smoothly guide the new tube P. At this time, even if rolling occurs in the tube P, any one of the rollers 12 rolls on the inner surface of the sheath P 'to cope with the rolling and ensure smooth running.

図5〜図7には、管走行案内器具10の他の実施例を示し、この各実施例は、上記コロ12をケーシング11の周方向に間欠的に装填したものである。
図5の実施例は、90度間隔に5つのコロ12を設け、その間にスペーサ13を設けたものである。そのスペーサ13は、丸鋼棒、角鋼棒等を曲げ加工したものを使用して溶接・接着等によりケーシング11に固定する。このとき、スペーサ13はコロ12の転動に支障がない高さ(太さ)とする。
図6の実施例は、そのスペーサ13をケーシング11の側壁を内側に変形させて形成したものである。
図7の実施例は、ケーシング11を、円環状の鋼板14と、その鋼板14の4等分位(90度間隔)に5つのコロ12を設けた両端閉塞の樋状部15とから構成したものである。
FIGS. 5 to 7 show other embodiments of the pipe travel guide device 10, and each embodiment is one in which the roller 12 is intermittently loaded in the circumferential direction of the casing 11.
In the embodiment of FIG. 5, five rollers 12 are provided at intervals of 90 degrees, and a spacer 13 is provided between them. The spacer 13 is fixed to the casing 11 by welding / bonding or the like using a bent round steel bar or square steel bar. At this time, the spacer 13 has a height (thickness) that does not hinder the rolling of the rollers 12.
In the embodiment of FIG. 6, the spacer 13 is formed by deforming the side wall of the casing 11 inward.
In the embodiment of FIG. 7, the casing 11 is composed of an annular steel plate 14 and a flange-like portion 15 having both ends closed, in which five rollers 12 are provided at four equal intervals (90-degree intervals) of the steel plate 14. Is.

これらの各実施例の管走行案内器具10も、同様に、管Pの挿し口1を先行する管Pの受口2に挿入して継合わせつつさや管P’内に管路を新設する際、その各管Pの外周面に嵌めて取付ける。
そして、その各管Pに取付けた走行案内器具10は、同様に、管Pの挿入につれての走行の際、受口2部で抜け止めされつつ、そのコロ12がさや管P’内面を転動して、管Pを円滑に案内する。また同様に、管Pにローリングが生じても、コロ12がさや管P’内面を転動してそのローリングに対応し、円滑な走行を確保する。
Similarly, when the pipe travel guide apparatus 10 of each of these embodiments is inserted into the receiving port 2 of the preceding pipe P by inserting the insertion opening 1 of the pipe P, a pipe line is newly installed in the sheath P '. The pipe P is fitted and attached to the outer peripheral surface.
Similarly, the travel guide apparatus 10 attached to each pipe P is prevented from coming off at the receiving port 2 part during traveling as the pipe P is inserted, and the roller 12 rolls on the inner surface of the sheath P '. Thus, the pipe P is guided smoothly. Similarly, even if rolling occurs in the pipe P, the roller 12 rolls on the inner surface of the sheath P 'to cope with the rolling and ensure smooth running.

一実施例を示し、(a)はその使用状態の要部切断正面図、(b)は切断側面図An example is shown, (a) is the principal part cutting | disconnection front view of the use condition, (b) is a cutting | disconnection side view. 図1の要部拡大図1 is an enlarged view of the main part of FIG. 一実施例の一部切断斜視図Partially cut perspective view of one embodiment 同実施例のケーシングの製作説明図Production explanatory diagram of the casing of the same embodiment 他の実施例を示し、(a)は一部切断側面図、(b)は同一部切断斜視図Another embodiment is shown, (a) is a partially cut side view, (b) is a cutaway perspective view of the same part. 他の実施例を示し、(a)は一部切断側面図、(b)は同一部切断斜視図Another embodiment is shown, (a) is a partially cut side view, (b) is a cutaway perspective view of the same part. 他の実施例を示し、(a)は一部切断側面図、(b)は同一部切断斜視図Another embodiment is shown, (a) is a partially cut side view, (b) is a cutaway perspective view of the same part. さや管推進工法の説明図Illustration of sheath tube propulsion method 従来のさや管推進工法の説明図Explanatory diagram of conventional sheath tube propulsion method 従来のさや管推進工法の説明図Explanatory diagram of conventional sheath tube propulsion method

符号の説明Explanation of symbols

1 挿し口
2 受口
10 管走行案内器具
11 ケーシング
12 コロ
13 スペーサ
14 鋼板
15 樋状部
P 新管
P’ さや管(既設管)
DESCRIPTION OF SYMBOLS 1 Insert port 2 Receiving port 10 Pipe travel guide instrument 11 Casing 12 Roller 13 Spacer 14 Steel plate 15 Cage-shaped part P New pipe P 'Sheath pipe (existing pipe)

Claims (5)

管(P)の挿し口(1)を先行する管(P)の受口(2)に挿入して継合わせつつさや管(P’)内に管路を新設する推進工法における、前記管(P)外周面に嵌められるその管(P)の走行案内器具(10)であって、
円環状の断面U字状ケーシング(11)内に、その全周に球体状コロ(12)を離脱不能かつ回転自在に装填し、前記ケーシング(11)を上記管(P)の直管部に嵌めて上記受口(2)で抜け止めしつつ、前記コロ(12)を上記さや管(P’)内面に転動させて、前記管(P)をさや管(P’)内に走行させることを特徴とする管の走行案内器具。
The pipe (P) in the propulsion method in which the pipe (P) insertion port (1) is inserted into the receiving pipe (2) of the preceding pipe (P) and a pipe line is newly installed in the sheath pipe (P '). P) A travel guide instrument (10) of the pipe (P) fitted to the outer peripheral surface,
In a circular U-shaped casing (11) having a circular cross section, a spherical roller (12) is loaded in a non-removable and rotatable manner on the entire circumference, and the casing (11) is placed in the straight pipe portion of the pipe (P). The roller (12) is rolled onto the inner surface of the sheath tube (P ′) while being fitted and kept at the receiving port (2), thereby causing the tube (P) to travel inside the sheath tube (P ′). A pipe travel guide device characterized by that.
上記コロ(12)をケーシング(11)の周方向に間欠的に装填し、その間欠部にはスペーサ(13)を設けて前記コロ(12)の前記周方向への移動を阻止したことを特徴とする請求項1に記載の管の走行案内器具。   The roller (12) is intermittently loaded in the circumferential direction of the casing (11), and a spacer (13) is provided in the intermittent portion to prevent the roller (12) from moving in the circumferential direction. The pipe travel guide apparatus according to claim 1. 上記スペーサ(13)を、ケーシング(11)の側壁を内側に変形させて形成したことを特徴とする請求項2に記載の管の走行案内器具。   The pipe travel guide device according to claim 2, wherein the spacer (13) is formed by deforming a side wall of the casing (11) inward. 上記ケーシング(11)が、円環状の板(14)と、その板(14)の周方向に間欠的に設けた両端閉塞の樋状部(15)とからなり、その樋状部(15)に、上記コロ(12)を離脱不能かつ回転自在に装填したことを特徴とする請求項1に記載の管の走行案内器具。   The casing (11) includes an annular plate (14) and a hook-like portion (15) closed at both ends intermittently in the circumferential direction of the plate (14), and the hook-like portion (15). The tube travel guide device according to claim 1, wherein the roller (12) is loaded so as not to be detached and rotatable. 上記コロ(12)を低摩擦材からなるものとして、又は、コロ(12)外面又はケーシング(11)内面のコロ転動面に滑材をコーティングして、コロ(12)のケーシング(11)内面での転動を円滑にしたことを特徴とする請求項1乃至4の何れかに記載の管の走行案内器具。   The roller (12) is made of a low-friction material, or the roller (12) outer surface or the roller rolling surface of the casing (11) inner surface is coated with a lubricant, and the inner surface of the casing (11) of the roller (12). 5. The pipe travel guide device according to claim 1, wherein the rolling is smooth.
JP2005337437A 2005-11-22 2005-11-22 Pipe running guide for sheath pipe propulsion method Expired - Fee Related JP4578389B2 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009013727A (en) * 2007-07-09 2009-01-22 Kubota Corp Pipe carrier and method of laying pipe using the same
JP2011102626A (en) * 2009-11-11 2011-05-26 Sekisui Chem Co Ltd Method for installing regeneration pipe
JP2012080693A (en) * 2010-10-04 2012-04-19 Tokyo Electric Power Co Inc:The Method for drawing removal of cables
CN107795749A (en) * 2017-12-13 2018-03-13 北京住总集团有限责任公司 A kind of precast spliced pipe fitting jacking system and its construction method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56157482U (en) * 1980-04-22 1981-11-24
JPS62118116A (en) * 1985-11-19 1987-05-29 Totsuki Kk Bearing structure
JPH07293746A (en) * 1994-04-19 1995-11-10 Nippon Komushisu Kk Guide for pulling in inner pipe

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56157482U (en) * 1980-04-22 1981-11-24
JPS62118116A (en) * 1985-11-19 1987-05-29 Totsuki Kk Bearing structure
JPH07293746A (en) * 1994-04-19 1995-11-10 Nippon Komushisu Kk Guide for pulling in inner pipe

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009013727A (en) * 2007-07-09 2009-01-22 Kubota Corp Pipe carrier and method of laying pipe using the same
JP2011102626A (en) * 2009-11-11 2011-05-26 Sekisui Chem Co Ltd Method for installing regeneration pipe
JP2012080693A (en) * 2010-10-04 2012-04-19 Tokyo Electric Power Co Inc:The Method for drawing removal of cables
CN107795749A (en) * 2017-12-13 2018-03-13 北京住总集团有限责任公司 A kind of precast spliced pipe fitting jacking system and its construction method

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