JP2007285467A - Pipe centering tool - Google Patents

Pipe centering tool Download PDF

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JP2007285467A
JP2007285467A JP2006115423A JP2006115423A JP2007285467A JP 2007285467 A JP2007285467 A JP 2007285467A JP 2006115423 A JP2006115423 A JP 2006115423A JP 2006115423 A JP2006115423 A JP 2006115423A JP 2007285467 A JP2007285467 A JP 2007285467A
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pipe
shaft
head
centering tool
joint
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Tetsuya Tanaka
鉄也 田中
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a pipe centering tool contributing to centering and facilitation of measurement of the straight pipe length between joints, when piping a plurality of mutual pipes different in the pipe center by using the joint (an elbow) and a straight pipe. <P>SOLUTION: A first head part 1 and a second head part 4 are respectively arranged to be detachably out-fittable with a pipe joint. These first head part 1 and second head part 4 are connected by an expansion shaft 7 constituted so as to be freely expandable and holdable in an optional expansion position. When rotatably constituting this expansion shaft 7 around its axis, centering can also be performed in response to various pipes. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、配管芯の異なる複数の管の間を継手(「エルボ」ともいう)を介して直管により接続配管する場合において、容易に配管芯出しができ、また、継手間の直管長さの測定の容易かつ迅速化に資するための配管芯出し具に関する。   In the present invention, when connecting pipes with a straight pipe through a joint (also referred to as “elbow”) between a plurality of pipes having different pipe cores, the pipe can be easily centered, and the length of the straight pipe between the joints The present invention relates to a pipe centering tool for facilitating and speeding up measurement.

図9に示すように、従来から、塩化ビニル管等の配管において配管芯の異なる2本の平行な直管(配管)50,51同士を、2個の45°エルボ52、53を用いて接続する状況がよくある。図9は、例えば、新築家屋やビルなどにおける配管において、基礎54から真上に突出した既設直管50と管芯をDだけずれた位置にフロア55に明けた開口56を通じて給水管や排水管などの直管51を中間直管57を介して配管しようとした場合を示している。   As shown in FIG. 9, conventionally, two parallel straight pipes (pipes) 50 and 51 having different pipe cores are connected using two 45 ° elbows 52 and 53 in a pipe such as a vinyl chloride pipe. There are many situations. FIG. 9 shows, for example, a pipe in a newly built house or a building, and a water supply pipe or a drain pipe through an opening 56 opened to the floor 55 at a position shifted from the existing straight pipe 50 and the pipe core by a distance D from the foundation 54. This shows a case where the straight pipe 51 is to be piped through the intermediate straight pipe 57.

例えば塩化ビニル管継手の場合、一旦接着剤を塗布して管同士、例えばエルボ52,53に直管57の端部を挿入して接続してしまうと(つまり両者が接着一体化された後は)直管57をエルボ52,53から抜き取ることができない。   For example, in the case of a vinyl chloride pipe joint, once the adhesive is applied and the ends of the straight pipe 57 are inserted and connected to each other, for example, elbows 52 and 53 (that is, after both are bonded and integrated) ) The straight pipe 57 cannot be removed from the elbows 52 and 53.

従って、両端にあるエルボ52,53間を連結する直管(中間直管)57の正確な管寸法Lを配管作業現場にて算出する必要がある。中間直管57の長さが不正確であると、正確な芯出しができず、所望の位置に配管51を立ち上げることができない。   Therefore, it is necessary to calculate the exact pipe dimension L of the straight pipe (intermediate straight pipe) 57 connecting the elbows 52 and 53 at both ends at the piping work site. If the length of the intermediate straight pipe 57 is inaccurate, accurate centering cannot be performed, and the pipe 51 cannot be raised to a desired position.

かかる中間直管57の管寸法を算出する方法として従来から主に2通りの方法が採用されている。その一つは、まず2本の平行な直管50、51の間(実際の配管工程では直管51はその後に配管するものであるから、フロア55の開口56の孔心Cとの間)の芯ずれ量Dを測定し、これに直角二等辺三角形の数学式を用い継手52,53芯間の寸法L1を算出し、その寸法L1から継手芯より管差し込み代より先のd2寸法を差し引いて中間直管長さL(L0−2d2)を求める、という方法である。   As a method for calculating the pipe size of the intermediate straight pipe 57, two methods have been conventionally employed. One of them is first between two parallel straight pipes 50 and 51 (since the straight pipe 51 is piped after that in the actual piping process, it is between the core C of the opening 56 of the floor 55). Measure the center misalignment amount D of this, calculate the dimension L1 between the joints 52 and 53 using a mathematical formula of an isosceles right triangle, and subtract the d2 dimension ahead of the pipe insertion allowance from the joint core from the dimension L1. Then, the intermediate straight pipe length L (L0-2d2) is obtained.

2つ目の方法は、まず目算で大体の寸法で管を切断して中間直管57となし、この中間直管57と継手52,53を現場で仮組みして、正確な寸法を測定するという方法である。   In the second method, the pipe is first cut into rough dimensions to form the intermediate straight pipe 57, and the intermediate straight pipe 57 and the joints 52 and 53 are temporarily assembled on site to measure the exact dimensions. It is a method.

従来より大径管において、管同士の芯出しを可能とした治具については数多く提案されている(例えば特許文献1、2参照)が、芯出しと同時に継手間を連結する配管の長さを測定できる治具については提案されていない。
特開平9−174287号公報 特開平11−351449号公報
Many jigs have been proposed for large-diameter pipes that enable centering between pipes (see Patent Documents 1 and 2, for example). No jigs that can be measured have been proposed.
JP-A-9-174287 JP-A-11-351449

しかし、1つ目の方法では、計算式に時間がかかるばかりではなく、計算間違いによって材料の浪費と労力の無駄が生じる。これは、計算間違いはともかく、L1寸法は計算で求められるものの、d2は計算では求まらず、d2を現場で測定する必要があり、それが実際には容易ではなく誤差を生じることが多いことに原因の一つがあるからである。というのは、エルボ52,53のそれぞれの測定起点52a、53aはエルボ表面に明示されているわけではなく、したがって余ほどの熟練した職人でなければ正確には特定できず(経験で特定しているのが現状)、不慣れな職人であれば、この寸法d2に誤差を生じる可能性が高い。従ってd2の寸法測定に誤差を生じれば、当然中間直管長さLにも誤差を生じることになる。例えば中間直管57が短い場合には、中間直管57の先端とエルボ53の内面との間に凹部58が生じ、この凹部58にゴミや汚物が滞留し、これが長い間には成長して、究極には配管内部を閉塞させてしまうという問題が実際に発生している。   However, in the first method, not only does the calculation formula take time, but a calculation error causes waste of materials and labor. Although this is a calculation error, the L1 dimension can be obtained by calculation, but d2 cannot be obtained by calculation, and it is necessary to measure d2 in the field, which is not easy in practice and often causes an error. This is because there is one cause. This is because the measurement starting points 52a and 53a of the elbows 52 and 53 are not clearly shown on the surface of the elbow, and therefore cannot be accurately specified unless they are very skilled craftsmen. If it is an unfamiliar craftsman, there is a high possibility that an error will occur in this dimension d2. Therefore, if an error occurs in the dimension measurement of d2, an error also occurs in the intermediate straight pipe length L. For example, when the intermediate straight pipe 57 is short, a concave portion 58 is formed between the tip of the intermediate straight pipe 57 and the inner surface of the elbow 53, and dust and dirt accumulate in the concave portion 58, which grows for a long time. Ultimately, the problem of clogging the inside of the pipe has actually occurred.

2つ目の方法では、2度も管を切断するといった労力および材料の浪費という問題があった。   In the second method, there was a problem of labor and material waste of cutting the tube twice.

さらに、上述のような配管施工をする場所は常に作業環境の良い所とは限らず、基礎とフロアとの間のような狭隘な作業環境の下で上記作業を行わざるを得ない状況も加味されることもあり、この場合は上記測定が精度よくできない。このようなことが迅速な配管施工工事の妨げとなっていた。   In addition, the place where the pipe construction as described above is not always a good work environment, and the situation where the above work must be performed under a narrow work environment such as between the foundation and the floor is taken into consideration. In this case, the above measurement cannot be performed with high accuracy. This has hindered rapid piping construction work.

そこで、本発明の目的は、配管芯の異なる複数の管の間を継手(エルボ)と直管を用いて配管する場合の芯出しや継手間の直管長さの測定の容易化に資する、配管芯出し具を提供することにある。   Accordingly, an object of the present invention is to contribute to facilitating the measurement of the centering and the straight pipe length between joints when piping between a plurality of pipes having different pipe cores using a joint (elbow) and a straight pipe. It is to provide a centering tool.

上記課題を解決するための本発明にかかる配管芯出し具は、配管継手(エルボ)が着脱自在に外嵌できる第1頭部と第2頭部とをそれぞれ設け、これら第1頭部と第2頭部とを伸縮自在で且つ任意の伸縮位置に保持可能に構成した伸縮軸で連結してなる。   A pipe centering tool according to the present invention for solving the above-described problems is provided with a first head and a second head, respectively, to which a pipe joint (elbow) can be detachably fitted, and the first head and the first head. The two heads are connected to each other by an expansion / contraction shaft configured to be extendable and holdable at an arbitrary expansion / contraction position.

かかる構成によれば、配管芯の異なる2本の平行な管を継手2個を用いて接続する場合に、まず一方の管に配管継手を介して本配管芯出し具を一端を差し込んだ(接続した)うえ、他端も配管継手に差し込んだ後、伸縮軸を伸長ないし短縮させることにより、容易にもう一方の配管芯に合わせることができると同時に、容易に正確な管寸法を測定できる。   According to this configuration, when connecting two parallel pipes having different pipe cores using two joints, first, one end of the pipe centering tool is inserted into one pipe via the pipe joint (connection). In addition, by inserting the other end into the pipe joint and then extending or shortening the telescopic shaft, it is possible to easily match the other pipe core and at the same time easily measure the accurate pipe dimensions.

上記構成において、伸縮軸を、その軸心回りに回転自在に構成すれば、2本の管の配管芯がずれており、かつ、平行でないといった複雑な場合においても外嵌した配管継手を手で掴んで回転させることができる結果、既設管ないしその後に配管される管との角度合わせを容易に行うことができる。   In the above configuration, if the telescopic shaft is configured to be rotatable about its axis, the pipe joint of the two pipes is displaced by hand, and the pipe fitting that is externally fitted can be manually handled even in complicated cases such as not parallel. As a result of being able to grasp and rotate, the angle adjustment with the existing pipe or the pipe piped thereafter can be easily performed.

また、上記伸縮軸を径の異なる複数の内側軸と外側軸とを軸心方向に挿入重合させて形成し、この外側軸の端部付近に内側軸外周面に摺接すべき縮径部を形成するのが好ましい。そうすれば、内側軸を外側軸に対して相対的に移動するとき、つまり、伸縮軸を伸縮させるときには、外側軸に形成した縮径部が内側軸の外周面に摺動するときの摺動抵抗が付与される結果、伸縮軸を全体としてガタのない伸縮(つなぎの内外側軸間の相互の軸心がずれることがなく伸縮)可能となり、同時に任意の位置に保持できる。これは、結果的に継手間を接続配管すべき中間の直管(中間直管)の正確な寸法測定に寄与する。   The telescopic shaft is formed by inserting and polymerizing a plurality of inner shafts and outer shafts having different diameters in the axial direction, and a reduced diameter portion to be slidably contacted with the outer peripheral surface of the inner shaft is formed near the end of the outer shaft. Preferably formed. Then, when the inner shaft is moved relative to the outer shaft, that is, when the telescopic shaft is expanded or contracted, the sliding when the reduced diameter portion formed on the outer shaft slides on the outer peripheral surface of the inner shaft. As a result of the resistance, the expansion and contraction shaft as a whole can be expanded and contracted without any looseness (expansion and contraction without mutual displacement between the inner and outer shafts of the joint), and can be held at any position at the same time. As a result, this contributes to accurate dimension measurement of an intermediate straight pipe (intermediate straight pipe) to be connected between the joints.

更にまた、上記いずれかの構成において、第1頭部と第2頭部それぞれに測距継手(エルボ)を固定装着して一体化してなる配管芯出し具であってもよい。これは、上記配管芯出し具が頭部に継手は備えていないものであるのに対して、この構成の配管芯出し具の場合は予め所定の継手を頭部に固着一体化した点で異なるが、この場合も上記した配管芯出し具と同様な使用に供し、それぞれの作用効果を奏する。   Furthermore, in any one of the above-described configurations, a pipe centering tool formed by integrally attaching a distance measuring joint (elbow) to each of the first head and the second head may be used. This differs in that the pipe centering tool does not have a joint on the head, but in the case of the pipe centering tool of this configuration, a predetermined joint is fixed and integrated in advance on the head. However, in this case as well, it is used for the same use as the above-described pipe centering tool, and has the respective effects.

本発明によれば、配管芯の異なる2本の平行な管を継手2個を用いて接続する場合に、容易に既設配管もしくはこれから配管すべき管との芯合わせを行うことができ、同時に継手間を結ぶ中間直管の管寸法を容易かつ正確に測定できる。   According to the present invention, when two parallel pipes having different pipe cores are connected using two joints, the pipes can be easily aligned with existing pipes or pipes to be piped at the same time. It is possible to easily and accurately measure the pipe size of the intermediate straight pipe that connects the two.

その結果、本発明の配管芯出し具を用いれば、熟練した職人でなくても正確な管寸法を迅速かつ容易に測定できるし、配管工事の短工期に寄与しうる。ひいて誤測定によって引き起こされる廃材発生の防止にも大いに貢献しうる。   As a result, if the pipe centering tool of the present invention is used, an accurate pipe dimension can be measured quickly and easily even if it is not a skilled craftsman, and it can contribute to a short construction period of piping work. As a result, it can greatly contribute to the prevention of waste materials caused by erroneous measurement.

以下、本願発明の実施形態を図面を参照しながら説明する。
[第1実施形態]
図1は本願発明の第1実施形態にかかる配管芯出し具Aを示しており、(a)はその斜視図(伸縮軸7が完全に伸長した状態)(b)は縦断面図(伸縮軸7が多少短縮した状態のもので両端の頭部のみ断面して示す)、(c)は断面図(伸縮軸7が完全に短縮して両端頭部同士が接した状態)である。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
[First embodiment]
FIG. 1 shows a pipe centering tool A according to a first embodiment of the present invention, in which (a) is a perspective view (a state in which a telescopic shaft 7 is fully extended) and (b) is a longitudinal sectional view (a telescopic shaft). 7 is a state in which the head 7 is slightly shortened, and only the heads at both ends are shown in cross-section), and (c) is a cross-sectional view (the state in which the telescopic shaft 7 is completely shortened and the heads at both ends are in contact with each other).

図1(a)〜(c)に示すように、配管芯出し具Aは、第1頭部1、第2頭部4およびこれら第1頭部1と第2頭部4とを連結する伸縮軸7から主に構成されている。   As shown in FIGS. 1A to 1C, the pipe centering tool A includes a first head 1, a second head 4, and an expansion / contraction that connects the first head 1 and the second head 4. It is mainly composed of the shaft 7.

図2(a)は配管芯出し具Aの分解斜視図、同図(b)は第1頭部1の内部平面図((a)におけるIIb−IIb矢視図)、同図(c)は伸縮軸7が多少伸長した状態の伸縮軸7の斜視図、同図(d)は第2頭部4の内部平面図((a)におけるIId−IIb矢視図)である。   2 (a) is an exploded perspective view of the pipe centering tool A, FIG. 2 (b) is an internal plan view of the first head 1 (a view taken along the arrow IIb-IIb in FIG. 2 (a)), and FIG. The perspective view of the telescopic shaft 7 in a state where the telescopic shaft 7 is somewhat extended, FIG. 4D is an internal plan view of the second head 4 (IId-IIb arrow view in FIG. 1A).

これらの図に示すように、第1頭部1は、2つの大小径の円筒を2段に組合せたような外形状をしており、大きい径をもつ第1円筒部2の上にこれより小さい径をもつ第2円筒部3が同心状に段付きに連設されている。第1頭部1の内部空間8は外形と同様な段付き空間を有している。第2円筒部3の頂板3aの中央には後述する伸縮軸7の一端が挿通する円形孔9が設けられており、頂板3aの裏面には円形孔9の周囲を取り囲むように長円溝10が形成されている。長円溝10は、後述する伸縮軸7の端部近くに形成した第1鍔部11がきっちり嵌合するための凹部であり、その形状は一対の対向面が直線状である平行面10aと他の一対の対向面が円弧状である面10bとで囲まれてなる形である。なお、第1、第2頭部1,4は塩化ビニル等のプラスチック材料の他、これと同等の強さが得られればどのような材料でもよい。   As shown in these drawings, the first head 1 has an outer shape in which two large and small diameter cylinders are combined in two stages, and is placed on the first cylindrical portion 2 having a large diameter. The second cylindrical portion 3 having a small diameter is concentrically connected in a stepped manner. The internal space 8 of the first head 1 has a stepped space similar to the outer shape. A circular hole 9 into which one end of a telescopic shaft 7 described later is inserted is provided at the center of the top plate 3a of the second cylindrical portion 3, and an oval groove 10 is provided on the back surface of the top plate 3a so as to surround the circular hole 9. Is formed. The oval groove 10 is a recess for tightly fitting a first flange 11 formed near the end of the telescopic shaft 7 to be described later, and the shape thereof is a parallel surface 10a in which a pair of opposing surfaces are linear. The other pair of opposing surfaces are surrounded by an arcuate surface 10b. The first and second heads 1 and 4 may be made of any material other than a plastic material such as vinyl chloride as long as the same strength can be obtained.

第2頭部4も第1頭部1とほぼ同様な構成を有している。第1頭部1と第2頭部4との差異は、第1頭部1には伸縮軸7の大径側の端部が係合連結するのに対し、第2頭部4には伸縮軸7の細径側の端部と係合連結する構成を有している点である。すなわち、第2頭部4の第2円筒部6の頂板6aの中心の円形孔12は、細い径の伸縮軸7の端部が挿通できる内径を有している。そして、頂板6aの裏面の長円溝13による凹部は、第1鍔部11より小さい相似形状の第2鍔部14を嵌合収容する形態を有している点である。長円溝13は、後述する伸縮軸7の端部近くに形成した第1鍔部14が嵌合するための凹部であり、その形状は一対の対向面が直線状である平行面13aと他の一対の対向面が円弧状である面13bとで囲まれてなる形である。   The second head 4 has substantially the same configuration as the first head 1. The difference between the first head 1 and the second head 4 is that the end on the large diameter side of the telescopic shaft 7 is engaged and connected to the first head 1, whereas the second head 4 is telescopic. It is a point which has the structure engaged and connected with the edge part by the side of the small diameter of the axis | shaft 7. FIG. In other words, the circular hole 12 at the center of the top plate 6a of the second cylindrical portion 6 of the second head 4 has an inner diameter through which the end of the thin telescopic shaft 7 can be inserted. And the recessed part by the oval groove 13 of the back surface of the top plate 6a is a point which has the form which fits and accommodates the 2nd collar part 14 of the similar shape smaller than the 1st collar part 11. FIG. The oval groove 13 is a recess for fitting a first flange 14 formed near the end of the telescopic shaft 7 to be described later, and the shape thereof is a parallel surface 13a in which a pair of opposing surfaces are linear and the like. The pair of opposed surfaces is surrounded by an arcuate surface 13b.

上記伸縮軸7は、ロッドアンテナに似た構成を有しており、第1頭部1から第2頭部4に向けて数段の径変化をもって徐々にその径が細くなっており、テレスコピックに伸縮自在に構成されている。伸縮軸7はそれ自身軸心回りに回転自在になっており、後述するように頭部に着けたエルボを回転して位置決めができるようになっている。   The telescopic shaft 7 has a configuration similar to a rod antenna, and gradually decreases in diameter from the first head 1 to the second head 4 with several steps of diameter change. It is configured to be stretchable. The telescopic shaft 7 is rotatable about its own axis, and can be positioned by rotating an elbow attached to the head as will be described later.

伸縮軸7の太径の端部付近には前述の第1鍔部11が形成され、この第1鍔部11の先は大径ボルト15と螺合するための雌ネジ部16が形成されている。この雌ねじ部16より先にはロッド部17が延設されている。第1鍔部11は、上記したように長円溝10にきっちり嵌り込むように1対の平行面11aと1対の円弧面11bから形成されており、第1鍔部11が長円溝10に嵌合したときには伸縮軸7が全体としては回転しないようになっている。もっとも、前述したとおり、伸縮軸7自身は複数重管の構造であるから外側軸とこれに挿入した内側軸との間で回転できる。これらの点は伸縮軸7の細径側に設けた小さい第2鍔部14の場合も同様である。つまり、長円溝10(長円溝13)と第1鍔部11(第2鍔部14)とで伸縮軸7の回転止め機能を果たしている。第2鍔部14の先にも小径ボルト18に螺合するための雌ネジ部19が形成されている。図中、15a、18aはボルトの緩み止めのためのスプリングワッシャを示す。なお、伸縮軸7は、ステンレスのような剛性が大きく、強度も大きい材料であれば他の金属製でもよく、また、同等の剛性、強度が得られればプラスチック製であってもよい。   The aforementioned first flange 11 is formed near the end of the telescopic shaft 7 with the large diameter, and the tip of the first flange 11 is formed with a female thread 16 for screwing with the large-diameter bolt 15. Yes. A rod portion 17 extends from the female screw portion 16. As described above, the first flange 11 is formed of a pair of parallel surfaces 11a and a pair of arcuate surfaces 11b so as to fit into the oblong groove 10 exactly. The telescopic shaft 7 does not rotate as a whole when fitted into the. However, as described above, the telescopic shaft 7 itself has a multi-ply structure, so that it can rotate between the outer shaft and the inner shaft inserted therein. These points are the same in the case of the small second flange 14 provided on the small diameter side of the telescopic shaft 7. In other words, the oblong groove 10 (the oblong groove 13) and the first flange portion 11 (the second flange portion 14) serve to prevent the telescopic shaft 7 from rotating. A female screw portion 19 for being screwed onto the small diameter bolt 18 is also formed at the tip of the second flange portion 14. In the figure, reference numerals 15a and 18a denote spring washers for preventing bolts from loosening. The telescopic shaft 7 may be made of another metal as long as it is a material having high rigidity and high strength such as stainless steel, and may be made of plastic if equivalent rigidity and strength can be obtained.

図3(a)は、伸縮軸7の一部を抜き出して拡大した図であり、軸心線Cから左側は縦断面して示してある。同図(b)は(a)におけるIIIb−IIIb断面図であり、(c)は細径のパイプ(内側軸)7Bの下端部に摺動抵抗材24を添設する要領を示した斜視図である。   FIG. 3A is an enlarged view of a part of the telescopic shaft 7 extracted, and the left side from the axis C is shown as a longitudinal section. (B) is a sectional view taken along line IIIb-IIIb in (a), and (c) is a perspective view showing a procedure for attaching a sliding resistance material 24 to the lower end portion of a thin pipe (inner shaft) 7B. It is.

伸縮軸7は、大小の徐々に径を異にする中空パイプを数段テレスコピックに挿入重合した、いわば多重管構造からなっており、太い径の中空パイプ(以下「外側軸」という)7Aの中に細い径の中空パイプ(以下「内側軸」という)7Bが摺動自在に挿入(嵌入)されている。   The telescopic shaft 7 has a so-called multi-tube structure in which hollow pipes of different sizes are gradually inserted and polymerized in several stages, so that the inside of a thick hollow pipe (hereinafter referred to as “outer shaft”) 7A. A thin hollow pipe (hereinafter referred to as “inner shaft”) 7B is slidably inserted (inserted).

外側軸7Aの先端部には、全周をかしめられた形の第1縮径部(絞り部)20が形成されていると共に、先端から一定距離離れた位置にも第2縮径部21が形成されている。これら第1,第2縮径部20,21においては外側軸7Aの内面が内側軸7Bの外周面に摺接して、摺動抵抗を誘起している。さらに、内側軸7Bの先端部にはエンド鍔部22が形成され、このエンド鍔部22の外周縁も外側軸7Aの内面に摺接しており、これによっても摺動抵抗を付加せしめている。したがって、外側軸7Aと内側軸7Bとは3箇所で摺接して摺動抵抗が増加し、任意の伸縮位置に保持し得る、位置保持機能が発揮される。   A first reduced-diameter portion (throttle portion) 20 that is caulked around the entire circumference is formed at the distal end portion of the outer shaft 7A, and the second reduced-diameter portion 21 is located at a position away from the distal end by a certain distance. Is formed. In these first and second reduced diameter portions 20, 21, the inner surface of the outer shaft 7A is in sliding contact with the outer peripheral surface of the inner shaft 7B to induce sliding resistance. Furthermore, an end collar 22 is formed at the tip of the inner shaft 7B, and the outer peripheral edge of the end collar 22 is also in sliding contact with the inner surface of the outer shaft 7A, thereby adding sliding resistance. Therefore, the outer shaft 7A and the inner shaft 7B are in sliding contact with each other at three locations, the sliding resistance is increased, and a position holding function that can be held at an arbitrary expansion / contraction position is exhibited.

上記内側軸7Bのエンド鍔部22の近くに円形の係合孔23が開設されている。この係合孔23に係止された矩形状の摺動抵抗材24が内側軸7Bの外周面に添設されている。すなわち、この摺動抵抗材24は、内側軸7Bの周面に添接するように断面円弧状に形成されており、その端部近くに内側方向に突出した円形突起部25を有している。前述した内側軸7Bの下端部に設けた係合孔23に摺動抵抗材24の上記円形突起部25が嵌入することにより摺動抵抗材24は内側軸7Bの周面に軸方向の動きが制止された状態で係止されるようになっている。摺動抵抗材24は内側軸7Bの両側の対向位置に設けられている。もっとも摺動抵抗を増加させるために両側に限定されず周面上3個所ないし4個所設けてもよい。   A circular engagement hole 23 is formed near the end flange 22 of the inner shaft 7B. A rectangular sliding resistance material 24 locked in the engagement hole 23 is attached to the outer peripheral surface of the inner shaft 7B. That is, the sliding resistance material 24 is formed in a circular arc shape so as to be in contact with the peripheral surface of the inner shaft 7B, and has a circular protrusion 25 protruding inward in the vicinity of the end thereof. When the circular protrusion 25 of the sliding resistance material 24 is fitted into the engagement hole 23 provided in the lower end portion of the inner shaft 7B, the sliding resistance material 24 moves in the axial direction on the peripheral surface of the inner shaft 7B. It is locked in a restrained state. The sliding resistance material 24 is provided at opposing positions on both sides of the inner shaft 7B. However, in order to increase the sliding resistance, it is not limited to both sides, and three or four places on the peripheral surface may be provided.

図3(a)(b)からも判るように、摺動抵抗材24は内側軸7Bの先端に設けたエンド鍔22から第2縮径部21まで延びるような軸方向の長さを有している。内側軸7Bが伸長しきった状態では摺動抵抗材24の先端が第2縮径部に当接して、それ以上伸長できないようになっている。すなわち、第2縮径部21と摺動抵抗材24とが協働して伸縮軸7の一部を構成する内側軸7Bの軸方向のストッパとして働くようになっている。   As can be seen from FIGS. 3A and 3B, the sliding resistance member 24 has an axial length extending from the end flange 22 provided at the tip of the inner shaft 7 </ b> B to the second reduced diameter portion 21. ing. When the inner shaft 7B is fully extended, the tip of the sliding resistance material 24 comes into contact with the second reduced diameter portion so that it cannot extend any further. That is, the second reduced diameter portion 21 and the sliding resistance member 24 work together as a stopper in the axial direction of the inner shaft 7B constituting a part of the telescopic shaft 7.

内側軸7Bは、外側軸7Aの中を摺動しながら伸縮軸7全体の長さが伸縮変化するものであるが、その場合、内側軸7Bは外側軸7Aの第1,第2縮径部20,21に当接して支持されると共に、自らのエンド鍔部22が外側軸7Aの内面に当接して支持されている結果、内側軸7Bは3点で支持された格好になっていることは前述した通りである。かかる構成により摺動抵抗が増大する結果、任意の伸縮位置に保持し得る、位置保持機能が発揮される。   The inner shaft 7B is configured such that the entire length of the telescopic shaft 7 is expanded and contracted while sliding in the outer shaft 7A. In this case, the inner shaft 7B is the first and second reduced diameter portions of the outer shaft 7A. 20 and 21 are supported in contact with each other, and as a result of their own end collar 22 being in contact with and supported by the inner surface of the outer shaft 7A, the inner shaft 7B is supported at three points. Is as described above. As a result of increasing the sliding resistance by such a configuration, a position holding function that can be held at any stretched position is exhibited.

上記の構成によって、伸縮軸7の伸縮動作時に内側軸7Bが外側軸7Aに摺接支持されながら動作するのでガタつくことがなく、これにより、伸縮軸7の全体の長さを任意の長さに設定でき、かつ、その位置をきっちり保持できる。つまり、摺動抵抗の存在により任意の位置に内側軸7Bを止めることができる。これは後述する中間直管の長さを測定するときの伸縮軸7の長さ変化しないので、測定誤差を生じさせないという意義を有する。   With the above-described configuration, the inner shaft 7B operates while being slidably supported by the outer shaft 7A during the expansion / contraction operation of the expansion / contraction shaft 7, so that there is no rattling, and thus the entire length of the expansion / contraction shaft 7 can be set to an arbitrary length. And can hold the position exactly. That is, the inner shaft 7B can be stopped at an arbitrary position due to the presence of sliding resistance. This has the significance of not causing a measurement error because the length of the telescopic shaft 7 does not change when measuring the length of the intermediate straight pipe described later.

また、伸縮軸7は摺動抵抗の存在により数段に径が変化していても軸心Oが全体を通して芯ぶれを生じることなく一致した状態に保持される。かくて伸縮軸7はこの摺動抵抗に抗して伸縮できるうえに、内側軸7Bと外側軸7Aとの間で軸心O(図1(b)参照)回りに回転、軸心O即ち自転可能となっている。かかる自転可能機能により後述の図6に示すように接続すべき相手配管位置に合わせてエルボ(継手)35を回転して容易に配管の芯だしを行うことできる。   Further, even if the diameter of the telescopic shaft 7 is changed by several steps due to the presence of the sliding resistance, the shaft center O is kept in a consistent state without causing any runout. Thus, the telescopic shaft 7 can expand and contract against this sliding resistance, and rotates around the axis O (see FIG. 1 (b)) between the inner shaft 7B and the outer shaft 7A. It is possible. By such a function capable of rotation, the pipe can be easily centered by rotating the elbow (joint) 35 in accordance with the mating pipe position to be connected as shown in FIG.

図4に示すように、上述の配管芯出し具Aそのものには継手(エルボ)は備わっていないが、使用に際しては、その両端の第1頭部1および第2頭部4には配管継手(エルボ)35が外嵌できるようになっている。すなわち、第1、第2頭部1、4それぞれの第1円筒部2,5は、配管継手35が外嵌できるような外径を有している。この場合、図8(a)に示すように第1円筒部2,5の周面に薄いフェルトないしゴムを巻着しておけば配管継手34,35の内面と円筒部2,5外周面とが直接摺接することが避けられ、芯出し作業終了後、配管継手34,35が比較的容易に外すことができる。これは、特に配管がすべて塩ビ管の如きプラスチック管の場合に意味がある。すなわち、配管継手34,35を配管芯出し具の頭部に冠着して押し込むと、配管継手34,35内面はテーパ状になっているため両者がプラスチック管の場合は固着状態になり、両者を後で切り離せなくなるおそれがあるから両者の間にゴムなどを介在させと比較的容易に外せるようにするのである。   As shown in FIG. 4, the pipe centering tool A itself does not have a joint (elbow). However, in use, the first head 1 and the second head 4 at both ends have pipe joints ( Elbow) 35 can be externally fitted. That is, the first cylindrical portions 2 and 5 of the first and second heads 1 and 4 have an outer diameter that allows the pipe joint 35 to be fitted. In this case, as shown in FIG. 8A, if thin felt or rubber is wound around the peripheral surfaces of the first cylindrical portions 2 and 5, the inner surfaces of the pipe joints 34 and 35 and the outer peripheral surfaces of the cylindrical portions 2 and 5 Can be prevented from coming into direct sliding contact, and the pipe joints 34 and 35 can be removed relatively easily after the centering operation is completed. This is particularly significant when the pipes are all plastic pipes such as PVC pipes. That is, when the pipe joints 34 and 35 are crowned and pushed into the heads of the pipe centering tools, the inner surfaces of the pipe joints 34 and 35 are tapered, so that when both are plastic pipes, they are in a fixed state. Therefore, it is possible to remove the rubber relatively easily by interposing rubber between them.

以上の構成からなる配管芯出し具Aは、図1(c)に示すように、不使用時には伸縮軸7を短縮してコンパクト化して持ち運ぶことができ、使用に際しては、後述するように、図1(a)(b)のように所定量伸ばして用いて配管の芯出しをしたり、また継手間の直管の長さを測定するのに供することができる。   As shown in FIG. 1C, the pipe centering tool A having the above configuration can be carried in a compact form by shortening the telescopic shaft 7 when not in use. As in 1 (a) and 1 (b), it can be used for centering piping by measuring a predetermined amount, and for measuring the length of a straight pipe between joints.

以下、図5A〜5Dに基づいて上述した本願第1実施形態の配管芯出し具Aの使用態様の一例を説明する。この使用の例示は、例えばビルや家屋の基礎30からフロア31まで配管する場合で、その典型例として配管芯の異なる2本の平行な管32、33を2個の45°エルボ34,35を用いて接続する場合を示している。   Hereinafter, an example of the usage mode of the pipe centering tool A according to the first embodiment of the present application described above will be described with reference to FIGS. An example of this use is when piping from the foundation 30 of the building or house to the floor 31, and as a typical example, two parallel pipes 32 and 33 having different pipe cores are connected to two 45 ° elbows 34 and 35. The case where it connects using is shown.

図5A:基礎30から一定距離隔てた位置にフロア31が配置されており、基礎30から既設直管32が突出している。フロア31にはこれより立ち上げる直管33とやや径の大きい開口36が予め明けられている。既設直管32に45°エルボ34の一端を嵌め込む。そして、本発明の第1実施形態にかかる配管芯出し具Aを用意する。   FIG. 5A: The floor 31 is arranged at a position spaced apart from the foundation 30, and the existing straight pipe 32 projects from the foundation 30. The floor 31 is preliminarily provided with a straight pipe 33 that rises from this and an opening 36 having a slightly larger diameter. One end of a 45 ° elbow 34 is fitted into the existing straight pipe 32. And the pipe centering tool A concerning 1st Embodiment of this invention is prepared.

図5B:次に、配管芯出し具Aの第1頭部1をエルボ34の他端に嵌め込み、配管芯出し具Aをエルボ34上に装着する。   FIG. 5B: Next, the first head 1 of the pipe centering tool A is fitted into the other end of the elbow 34, and the pipe centering tool A is mounted on the elbow 34.

図5C:その後、配管芯出し具Aの第2頭部4にも45°エルボ35を装着して伸縮軸を徐々にフロア31の開口36に向けて伸長していく。   FIG. 5C: Thereafter, the 45 ° elbow 35 is also attached to the second head 4 of the pipe centering tool A, and the telescopic shaft is gradually extended toward the opening 36 of the floor 31.

図5D:そして、目視にてエルボ35の軸芯C1がフロア31に開設した開口芯C2に一致するところまで伸縮軸7を伸長し、両芯が一致したと目測されたときに伸縮軸7の伸長を止める。図5Dはまさにこの状態を示している。この状態で、エルボ端同士の間の距離L1を巻き尺などを使って測定する。差し込み量L2は配管径によって既知であるから、継手間を連結すべき中間直管37の必要長さLは、L=L1+2L2で簡単に求められる。   FIG. 5D: The telescopic shaft 7 is extended to a position where the axial core C1 of the elbow 35 coincides with the opening core C2 opened on the floor 31 by visual inspection. Stop stretching. FIG. 5D shows just this state. In this state, the distance L1 between the elbow ends is measured using a tape measure or the like. Since the insertion amount L2 is known from the pipe diameter, the required length L of the intermediate straight pipe 37 to be connected between the joints can be easily obtained by L = L1 + 2L2.

図6は配管芯出し具Aの別の使用態様を示す正面図である。この例はフロア31ではなくて、上記フロア31と直交する壁31Aとの間を配管芯出し具Aを用いて配管する場合である。   FIG. 6 is a front view showing another usage mode of the pipe centering tool A. FIG. This example is a case where the pipe centering tool A is used for piping between the floor 31 and the wall 31A orthogonal to the floor 31, not the floor 31.

この配管例における配管芯出し具Aの使用の要領は前述したものと殆ど同じであるが、図5Dのエルボ35の位置では、フロア31に直交する壁31Aに対しては、配管したい直管33Aの位置にエルボ35を持って来ることはできないから、配管芯を合わすことはできない。そこで、図5Dの状態から伸縮軸7の回転機能によりエルボ35を手で掴んで、エルボ35の軸芯C1と壁31Aの開口36Aの開口芯C2(これは即ちこれから配管するべき直管33Aの軸芯に相当)とが一致すると目測されるところまで180°回転させる。その後は上記図5Dで述べたと同様な手法で中間直管37Aの長さLを算出すればよい。
[第2実施形態]
図7は第2実施形態にかかる配管芯出し具Bである。(a)は伸縮軸7を伸ばし切った状態の斜視図、(b)は完全に短縮した状態の正面図である。
The point of use of the pipe centering tool A in this piping example is almost the same as that described above. However, at the position of the elbow 35 in FIG. 5D, the straight pipe 33A to be piped to the wall 31A orthogonal to the floor 31 is used. Since the elbow 35 cannot be brought to the position, the pipe core cannot be aligned. 5D, the elbow 35 is grasped by hand by the rotation function of the telescopic shaft 7, and the shaft core C1 of the elbow 35 and the opening core C2 of the opening 36A of the wall 31A (that is, the straight pipe 33A to be piped from now on). Rotate 180 ° to the point where it is estimated that it corresponds to the axis). Thereafter, the length L of the intermediate straight pipe 37A may be calculated by the same method as described in FIG. 5D.
[Second Embodiment]
FIG. 7 shows a pipe centering tool B according to the second embodiment. (A) is a perspective view of the state which extended the expansion-contraction shaft 7, (b) is a front view of the state which shortened completely.

第1実施形態との差異は、第1実施形態の配管芯出し具Aそのものは配管継手を頭部に備えていない(配管工事のときに装着するものである)のに対して、第2実施形態の場合は測距用としての継手(エルボ)34A,35Aを両端頭部に予め固定装着して一体化したものであり、図示のもの全体が配管芯出し具Bを構成している点である。この測距継手(エルボ)34A,35Aは接着剤によって頭部に予め固着されており、他の角度の違うエルボに取り替えることはできないものである。もちろん配管に供するものでもない。図7に示すものは、45°エルボの例であるが、必要に応じて11°、22°、30°、45°、60°、90°エルボ(測距継手)付きのもの数種類を用意しておく必要がある。   The difference from the first embodiment is that the pipe centering tool A itself of the first embodiment does not have a pipe joint at the head (it is mounted at the time of piping work), but the second embodiment. In the case of the form, joints (elbows) 34A and 35A for distance measurement are fixedly mounted in advance on both ends of the heads and integrated, and the whole thing shown in the drawing constitutes the pipe centering tool B. is there. The distance measuring joints (elbows) 34A and 35A are fixed to the head in advance with an adhesive and cannot be replaced with other elbows having different angles. Of course, it is not used for piping. The example shown in Fig. 7 is an example of a 45 ° elbow. If necessary, several types with elbows (11 °, 22 °, 30 °, 45 °, 60 °, 90 ° elbow) are available. It is necessary to keep.

この第2実施形態の優れた点は、測距継手34A,35Aが配管心出し具Bの専属品であることに由来する。すなわち、図7(a)に示すように、測距継手34A,35Aの差し込み端に相当する位置の外周面の全周に亘ってそれぞれ測距用マーキング34m、35mを予め施しておけば(これは専属品であるがゆえに可能)、測距継手34Aのマーキング34mと測距継手35Aのマーキング35mとの間の距離Lを測ることにより、差し込み量L2を加算することなく直接必要な中間直管の長さを得ることができ、配管作業がより迅速化される。   The excellent point of the second embodiment is derived from the fact that the distance measuring joints 34A and 35A are exclusive items of the pipe centering tool B. That is, as shown in FIG. 7A, distance measurement markings 34m and 35m are provided in advance over the entire circumference of the outer peripheral surface at a position corresponding to the insertion end of the distance measurement joints 34A and 35A (this) Is possible because it is an exclusive product), and by measuring the distance L between the marking 34m of the ranging joint 34A and the marking 35m of the ranging joint 35A, an intermediate straight pipe that is directly required without adding the insertion amount L2 The length of the pipe can be obtained, and the piping work is further speeded up.

第2実施形態にかかる配管芯出し具Bの用い方も前述した第1実施形態と同様である。従って、第1実施形態と同一構成要素には同一符号を付して説明は省略する。   The method of using the pipe centering tool B according to the second embodiment is the same as that of the first embodiment. Therefore, the same components as those in the first embodiment are denoted by the same reference numerals and description thereof is omitted.

第8図は頭部の変形例を示す。(a)は前述したとおりであるのでここでは説明を省略する。(b)は、(a)における第1円筒部2(5)と第2円筒部3(6)の間を円錐台形状41として繋いだものである。   FIG. 8 shows a modification of the head. Since (a) is as described above, the description thereof is omitted here. (B) connects the 1st cylindrical part 2 (5) and the 2nd cylindrical part 3 (6) in (a) as the truncated cone shape 41. FIG.

(a)のように第1円筒部2(5)の外径より第2円筒部3(6)の外径を小さくしたり、(b)のように円錐台状41に形成して先細りとした理由は、配管又は測距継手を頭部に嵌めた時に第1円筒部2(5)が測距継手の内面に当たらないようにするためである。もっとも当たるおそれがなければ(c)の如く、(a)における第1円筒部と第2円筒部とを同径にして連接すればよい(即ち頭部全体を有底の円筒形状42に形成すればよい)。   The outer diameter of the second cylindrical portion 3 (6) is made smaller than the outer diameter of the first cylindrical portion 2 (5) as shown in (a), or it is formed into a truncated cone shape 41 and tapered as shown in (b). The reason for this is to prevent the first cylindrical portion 2 (5) from hitting the inner surface of the distance measuring joint when the pipe or the distance measuring joint is fitted to the head. If there is no fear of hitting, as shown in (c), the first cylindrical portion and the second cylindrical portion in (a) may be connected with the same diameter (that is, the entire head is formed into a bottomed cylindrical shape 42). Just fine).

本発明は、配管芯の異なる複数の配管の間をつなぐ中間直管の配管長さを容易に測定するのに適しており、塩化ビニル管等のプラスチック管や鋼管、銅管などの金属管の配管工事などに広汎に利用できる。   The present invention is suitable for easily measuring the length of an intermediate straight pipe connecting between a plurality of pipes having different pipe cores, and is suitable for plastic pipes such as polyvinyl chloride pipes, metal pipes such as steel pipes and copper pipes. Can be used extensively for plumbing work.

本願発明の第1実施形態にかかる配管芯出し具を示しており、(a)はその斜視図(伸縮軸が完全に伸長した状態)(b)は縦断面図(伸縮軸が多少短縮した状態のもので両端の頭部のみ断面して示す)、(c)は断面図(伸縮軸が完全に短縮して両端頭部同士が接した状態)である。The pipe centering tool concerning 1st Embodiment of this invention is shown, (a) is the perspective view (state in which the expansion-contraction axis was fully extended), (b) is a longitudinal cross-sectional view (state in which the expansion-contraction axis was shortened somewhat) (C) is a cross-sectional view (a state in which the telescopic shaft is completely shortened and the heads at both ends are in contact with each other). (a)は配管芯出し具の分解斜視図、同図(b)は第1頭部の内部平面図((a)におけるIIb−IIb矢視図)、同図(c)は伸縮軸が多少伸長した状態の伸縮軸の斜視図、同図(d)は第2頭部の内部平面図((a)におけるIId−IId矢視図)である。(A) is an exploded perspective view of a pipe centering tool, (b) is an internal plan view of the first head (IIb-IIb arrow view in (a)), and (c) in FIG. The perspective view of the expansion-contraction axis | shaft of the extended state, the figure (d) is an internal top view (IId-IId arrow line view in (a)) of a 2nd head. (a)は、伸縮軸の一部を抜き出して拡大した図であり、軸心線から左側は縦断面して示してある。同図(b)は(a)におけるIIIb−IIIb断面図であり、(c)は細径のパイプ(内側軸)の下端部に摺動抵抗材を添設する要領を示した斜視図である。(A) is the figure which extracted and expanded a part of expansion-contraction axis | shaft, and the left side from the axial center line is shown with the longitudinal cross-section. (B) is a sectional view taken along line IIIb-IIIb in (a), and (c) is a perspective view showing a procedure for attaching a sliding resistance material to the lower end portion of a thin pipe (inner shaft). . 第1実施形態にかかる配管芯出し具と配管継手(エルボ)との関係を示す正面図である。It is a front view which shows the relationship between the piping centering tool and piping joint (elbow) concerning 1st Embodiment. 第1実施形態の配管芯出し具の使用態様の一例を示した正面図で、配管継手を既設直管に装着した状態図である。It is the front view which showed an example of the usage condition of the piping centering tool of 1st Embodiment, and is the state figure which attached the piping joint to the existing straight pipe. 第1実施形態の配管芯出し具の使用態様の一例を示した正面図で、配管芯出し具を配管継手に嵌入装着した状態図である。It is the front view which showed an example of the usage condition of the piping centering tool of 1st Embodiment, and is a state figure which carried out fitting mounting of the piping centering tool to the piping joint. 第1実施形態の配管芯出し具の使用態様の一例を示した正面図で、配管芯出し具の他端に配管継手を装着して伸縮軸を徐々に伸長する状態図である。It is the front view which showed an example of the usage condition of the pipe centering tool of 1st Embodiment, and is a state figure which attaches a pipe joint to the other end of a pipe centering tool, and expands | extends an expansion-contraction shaft gradually. 第1実施形態の配管芯出し具の使用態様の一例を示した正面図で、伸縮軸をフロアの開口芯即ち立ち上がり管と配管継手の軸芯とが一致するところまで伸長した状態図である。It is the front view which showed an example of the usage condition of the piping centering tool of 1st Embodiment, and is a state figure which extended the expansion-contraction axis to the place where the opening core of a floor, ie, a standing pipe, and the axial center of a piping joint correspond. 第1実施形態の配管芯出し具の別の使用態様を示した正面図である。It is the front view which showed another usage condition of the piping centering tool of 1st Embodiment. 第2実施形態にかかる配管芯出し具であり、(a)は伸縮軸を伸長しきったときの状態の斜視図である。(b)は伸縮軸を完全に短縮した状態の正面図である。It is a pipe centering tool concerning 2nd Embodiment, (a) is a perspective view of a state when the expansion-contraction shaft has been extended. (B) is a front view of a state in which the telescopic shaft is completely shortened. 配管芯出し具の頭部の変形例を示しており、(a)は頭部円筒部周面に抜け止め防止部材を巻回したときの斜視図である。(b)は頭部を円錐台状に形成したときの斜視図、(c)は頭部を円筒状に形成したときの斜視図である。The modification of the head of a piping centering tool is shown, (a) is a perspective view when winding prevention member is wound around the head cylindrical part peripheral surface. (B) is a perspective view when the head is formed in a truncated cone shape, and (c) is a perspective view when the head is formed in a cylindrical shape. 従来の配管工事おける芯出しおよび中間直管長さの測定方法を示す正面図である。It is a front view which shows the centering method in the conventional piping construction, and the measuring method of intermediate straight pipe length.

符号の説明Explanation of symbols

1…第1頭部
2…第1円筒部
3…第2円筒部
4…第2頭部
5…第1円筒部
6…第2円筒部
7…伸縮軸
7A…外側軸
7B…内側軸
11…第1鍔部
14…第2鍔部
20、21…縮径部
22…エンド鍔部
24…摺動抵抗材
34,35…配管継手
34A,35A…測距継手
34m、35m…(測距用)マーキング
DESCRIPTION OF SYMBOLS 1 ... 1st head 2 ... 1st cylindrical part 3 ... 2nd cylindrical part 4 ... 2nd head 5 ... 1st cylindrical part 6 ... 2nd cylindrical part 7 ... Telescopic shaft 7A ... Outer shaft 7B ... Inner shaft 11 ... 1st collar 14 ... 2nd collar 20, 21 ... Diameter reduction part 22 ... End collar 24 ... Sliding resistance material 34, 35 ... Piping joint 34A, 35A ... Ranging joint 34m, 35m ... (for ranging) marking

Claims (4)

配管継手が着脱自在に外嵌できる第1頭部と第2頭部とをそれぞれ設け、これら第1頭部と第2頭部とを伸縮自在で且つ任意の伸縮位置に保持可能に構成した伸縮軸で連結してなる配管芯出し具。 A first and second heads on which the pipe joint can be detachably fitted are provided, and the first head and the second head can be extended and retracted, and can be held at an optional extension position. Pipe centering tool connected by a shaft. 上記伸縮軸を、その軸心回りに回転自在に構成してなる請求項1記載の配管芯出し具。 The pipe centering tool according to claim 1, wherein the telescopic shaft is configured to be rotatable about its axis. 上記伸縮軸を径の異なる複数の内側軸と外側軸とを軸心方向に挿入重合させて形成し、この外側軸の端部付近に内側軸外周面に摺接すべき縮径部を形成してなる請求項1又は2記載の配管芯出し具。 The telescopic shaft is formed by inserting and polymerizing a plurality of inner shafts and outer shafts having different diameters in the axial direction, and a reduced diameter portion to be slidably contacted with the outer peripheral surface of the inner shaft is formed near the end of the outer shaft. The pipe centering tool according to claim 1 or 2. 第1頭部と第2頭部それぞれに測距継手を固定装着して一体化してなる請求項1〜3いずれか1項に記載の配管芯出し具。 The pipe centering tool according to any one of claims 1 to 3, wherein a distance measuring joint is fixedly attached to each of the first head and the second head.
JP2006115423A 2006-04-19 2006-04-19 Pipe centering tool Pending JP2007285467A (en)

Priority Applications (1)

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JP2006115423A JP2007285467A (en) 2006-04-19 2006-04-19 Pipe centering tool

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JP2006115423A JP2007285467A (en) 2006-04-19 2006-04-19 Pipe centering tool

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JP2007285467A true JP2007285467A (en) 2007-11-01

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109296050A (en) * 2018-10-18 2019-02-01 中交上海航道局有限公司 A kind of pair of drawing device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109296050A (en) * 2018-10-18 2019-02-01 中交上海航道局有限公司 A kind of pair of drawing device

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