JP2008256016A - Construction method for connecting newly-laying pipe member, and cutting tool for closed pipe end portion - Google Patents

Construction method for connecting newly-laying pipe member, and cutting tool for closed pipe end portion Download PDF

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JP2008256016A
JP2008256016A JP2007096421A JP2007096421A JP2008256016A JP 2008256016 A JP2008256016 A JP 2008256016A JP 2007096421 A JP2007096421 A JP 2007096421A JP 2007096421 A JP2007096421 A JP 2007096421A JP 2008256016 A JP2008256016 A JP 2008256016A
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connecting member
pipe
cutting
piping
closed
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JP4966713B2 (en
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Mitsuyoshi Hoshino
光義 星野
Akihito Mori
昭仁 毛利
Takashi Komine
高志 小峰
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Tokyo Gas Co Ltd
Osaki Precision Co Ltd
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Tokyo Gas Co Ltd
Osaki Precision Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a connecting construction method and a cutting tool for a closed pipe end capable of connecting a newly-laying pipe member by excavating a hole larger than the pipe outside diameter of a pipe member connected around the pipe member along the pipe member. <P>SOLUTION: A connecting member 2 is driven and laid into the earth and sand in a state that the connecting member with a shutoff member 15 inserted into a hole 2b is connected to a main branch pipe 3. Then, when the newly-laying pipe member 1 is connected to the connecting member 2, the tool body A1 of the cutting tool A provided with a cutting blade A2 is fitted from an axial direction to the side of the closed pipe end 2a of the connecting member 2, and axially moved while being rotated to cut off the closed pipe end 2a. Next, after the connecting member 22 is connected to the cut opening of the connecting member 2, the shutoff member 15 is moved to the side of the connecting member 22, and a part of the connecting member 22 positioned further upstream of a portion where the shutoff member 15 is positioned is crushed and blocked to shut off axial communication. Next, the shutoff member 15 is extracted from the connecting member 22, and the newly-laying pipe member 1 is connected to the connecting member 22. Lastly, the blocked portion 23 of the connecting member 22 is opened. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、新設配管部材の接続工法および閉鎖管端部の切削工具に係り、例えば、公道などの地中に敷設されている既設配管部材(本支管)から、隣接している民地側などに引き込むための新設配管部材の接続工法、および、この接続工法において新設配管部材を接続するときに、閉鎖管端部を切り落として開口するために用いられる切削工具に関する。   The present invention relates to a connection method for a new piping member and a cutting tool for a closed pipe end, for example, from an existing piping member (main branch) laid in the ground such as a public road, to an adjacent private side, etc. The present invention relates to a connection method of a new piping member for drawing into the pipe, and a cutting tool used to cut off and open an end of a closed pipe when connecting the new piping member in this connection method.

公道下などの地中に敷設されているガスや水道などの本支管から、公道に隣接している民地側などに向けて引き込み配管されるガス管や水道管などの管路は、ポリエチレン(PE)などの合成樹脂材料によって形成されている。   Pipes such as gas pipes and water pipes that are drawn in from the main pipes such as gas and water pipes laid under the public roads to the private land adjacent to the public roads are made of polyethylene ( PE) or other synthetic resin material.

ところで、地中に敷設されている配管では、土地の所有区分に応じて配管に資産区分が分かれていることが多い。ガス管を例にすると、公道の下などに敷設されているガスの本支管は、ガス会社の資産である。そして、公道に隣接している民地内に敷設されているガス配管は、土地所有者の資産である。
このようなことから、公道下の本支管から分岐させて民地内にガス管を引き込む場合には、公道と民地との地境において配管の資産が変わることになるが、一本の配管を民地内に向けて引き込む工事を行うときなどには、資産区分毎に工事業者や工事時期が異なる事態が生じる。このために、地境付近で配管の端部を一旦区切り遮断しておいて、遮断された端部から別途に新たな配管を接続する先継ぎ工事が行われることとなる。
By the way, in the piping laid in the ground, the asset classification is often divided into piping according to the land ownership classification. Taking a gas pipe as an example, the main branch of gas laid under a public road is an asset of the gas company. And the gas piping laid in the private land adjacent to the public road is the property of the landowner.
For this reason, when the gas pipe is drawn into the private land by branching from the main branch under the public road, the pipe assets will change at the boundary between the public road and the private land. When construction is conducted into a private area, the construction contractor and construction period differ depending on the asset category. For this reason, the end of the pipe is once separated and cut off in the vicinity of the ground, and a preparatory work for connecting a new pipe separately from the cut off end is performed.

また、このような資産区分の事情に拘らずに、配管の延長を行うことが予想されるなどの場合には、その途中まで配管を敷設するか、或いは管接続口を遮断させた分岐継手を予め接続しておいて、後日などのしかるべき時期に新たな配管を接続する配管工事が行われることもある。   In addition, if it is expected that the piping will be extended regardless of the situation of such asset classification, the piping will be laid halfway or a branch joint with the pipe connection port cut off will be installed. There is a case in which piping work is performed in advance so that new piping is connected at an appropriate time such as a later date.

公道下の本支管から分岐させて隣接している民地側などに向けてガス管を引き込むための配管工事を行う場合、本支管の引き込み分岐地点の公道から民地との地境に至る範囲において作業用の縦穴(立坑)などを掘削する必要があるが、一般的に地境に沿う公道側には側溝が存在しており、また、地境に沿う民地側においてはブロックや柵などからなる境界塀が存在していることが多い。
このようなことから、作業用の縦穴などを側溝に掘削すると、側溝の支持が不安定となり、側溝が陥没することや割れ目が生じるおそれがあるなどから、作業者に不安を与えるばかりか、作業効率が悪く、作業者に与える負担が大きいものとなっていた。
When plumbing to draw a gas pipe from the main branch under the public road to the neighboring private land, etc., the range from the public road at the branch branch of the main branch to the private boundary It is necessary to excavate a vertical hole (vertical shaft) for work in Japan, but generally there is a gutter on the public road side along the boundary, and blocks and fences etc. on the private side along the boundary There is often a boundary wall consisting of
For this reason, when excavating a vertical hole for work in the side groove, the support of the side groove becomes unstable, and the side groove may be depressed or a crack may occur. The efficiency was poor and the burden on the workers was large.

また、配管工事に際しては、ガス管を切断する切断作業が必要とするが、従来では特許文献1などにおいて知られているロータリーカッタなどを用いて行われていた。
このロータリーカッタは、凹部側に回転刃を突出させて支持する円弧状の回転刃支持部を備え、この回転刃支持部材の両端側に連結片部を設けた一対の枠部材を備えている。この一対の枠部材は、一方側の連結片部に結合用ネジ棒を連結するとともに、他方側の連結片部に結合用ネジ棒を貫通させるための貫通孔を備えている。
そして、ロータリーカッタは、回転刃支持部の凹部を対向させて一対の枠部材を配置し、一方側の枠部材の結合用ネジ棒を、他方側の枠部材の貫通孔に貫通させて締付用ナットにより締め付ける構成としているとともに、一対の枠部材の回転刃支持部には回転刃を支持する切断操作用ハンドルを備えた構成としている。
特開平9−253926号公報(段落番号0012〜0016、および図2、図3参照)
Further, in the piping work, a cutting operation for cutting the gas pipe is required, but conventionally, it has been performed using a rotary cutter or the like known in Patent Document 1 or the like.
The rotary cutter includes an arcuate rotary blade support portion that protrudes and supports the rotary blade on the concave side, and includes a pair of frame members provided with connecting piece portions on both ends of the rotary blade support member. The pair of frame members include a through-hole for connecting the coupling screw rod to one of the connection piece portions and penetrating the coupling screw rod to the other connection piece portion.
Then, the rotary cutter has a pair of frame members arranged so that the concave portions of the rotary blade support portions are opposed to each other, and the coupling screw rod of the one side frame member is passed through the through hole of the other side frame member and is tightened. The nut is tightened by a nut, and the cutting blade handle of the pair of frame members is provided with a cutting operation handle that supports the rotating blade.
Japanese Patent Laid-Open No. 9-253926 (see paragraph numbers 0012 to 0016 and FIGS. 2 and 3)

しかしながら、特許文献1のロータリーカッタは、ガス管を切断するときに、回転刃を支持している一対の枠部材の回転刃支持部を、ガス管の外周に沿わせてセットした後に、結合用ネジ棒に螺合する締付用ナットを、回転操作ハンドルを用いて締め付けることにより、全ての回転刃を所望の圧力でガス管の外周に当接させる。この状態で、切断用操作ハンドルによって一対の枠部材をガス管の外周に沿わせて回転させることで、ガス管に沿って回転刃を回転移動させながらガス管の外周に食い込ませる。外周への食い込みによって回転刃のガス管に対する当接力が弱くなった時点で、再度回転操作ハンドルを用いて締付ナットを締め付けることを数回繰り返しながら、ガス管を切断するように構成されている。   However, the rotary cutter of Patent Document 1 is used for coupling after the rotary blade support portions of the pair of frame members supporting the rotary blade are set along the outer periphery of the gas pipe when cutting the gas pipe. All the rotary blades are brought into contact with the outer periphery of the gas pipe with a desired pressure by tightening a tightening nut screwed to the screw rod using a rotation operation handle. In this state, the pair of frame members are rotated along the outer periphery of the gas pipe by the cutting operation handle, so that the rotary blade is rotated and moved along the gas pipe so as to bite into the outer periphery of the gas pipe. When the contact force of the rotary blade against the gas pipe is weakened by biting into the outer periphery, the gas pipe is cut while repeating the tightening of the tightening nut several times using the rotary operation handle again. .

このように構成されているロータリーカッタを用いたガス管の切断は、ガス管の外周に対する回転刃の当接力を維持するために繰り返し一対の枠部材を連結する係合ネジ棒に対する締付ナットの締め付けが必要となることから、面倒で作業性が悪い。   The cutting of the gas pipe using the rotary cutter configured as described above is performed by the tightening nut for the engagement screw rod that repeatedly connects the pair of frame members in order to maintain the contact force of the rotary blade with respect to the outer periphery of the gas pipe. Since tightening is required, it is cumbersome and workability is poor.

また、ガス管の円周外側におけて一対の枠部材を回転させるための操作、そして、回転操作ハンドルを用いて締付ナットを締め付けるための操作が必要となることから、ガス管の周りにはこれらの操作を行うための作業空間が必要となる。つまり、前記した縦穴(立坑)はガス管を引き込むため配管空間(幅)にとどまらず、広い作業空間を確保するように掘削しなければならい。
そのために、前記したように、作業性が悪いばかりか、側溝や堀などの支持が不安定になることによる工事の安全性においても問題視される。
In addition, an operation for rotating the pair of frame members on the outer circumference of the gas pipe and an operation for tightening the tightening nut using the rotation operation handle are required. Requires a work space to perform these operations. That is, the above-described vertical hole (vertical shaft) is not limited to the piping space (width) in order to draw the gas pipe, and must be excavated so as to ensure a wide working space.
For this reason, as described above, not only is the workability poor, but there is also a problem in the safety of construction due to the unstable support of side grooves and moats.

そこで、本発明は、前記課題を解消するために創案されたものであり、既設配管部材に対し、新設配管部材を接続する配管工事を行うときに、接続する配管部材の管外径よりも大きめの穴を、配管部材に沿ってその周りに掘り込む掘削をよって、新設配管部材の接続を可能にする接続工法および閉鎖管端部の切削工具を提供することにある。   Therefore, the present invention has been developed to solve the above-described problems, and is larger than the pipe outer diameter of the pipe member to be connected when performing piping work for connecting the new pipe member to the existing pipe member. It is an object of the present invention to provide a connection method that enables connection of a new piping member and a cutting tool at the end of a closed tube by excavating the hole of the pipe along the piping member.

前記課題を解決するために、本発明では、既設配管部材に新設配管部材を接続するときに備えて、一端を開口し他端の閉鎖管端部側に延びる穴部を有し、この穴部に軸方向の流通を遮断するための遮断部材を引き出し摺動可能に挿入している接続部材を、前記既設配管部材との接続部位から前記新設配管部材の敷設方向に向けて予め敷設している接続工法であって、
前記接続部材の前記閉鎖管端部側を切り落とし開口する工程と、切り落とし開口された前記接続部材の切断開口に合成樹脂製の連結部材の一端側を接続させた後に、前記遮断部材を前記連結部材の他端側に移動させる工程と、前記遮断部材が内在されている位置よりも上流側に位置する前記連結部材の一部を押し潰し封鎖することによって前記連結部材の軸方向の流通を遮断する工程と、封鎖された前記連結部材から前記遮断部材を引き抜いて取り出す工程と、前記連結部材の他端側に前記新設配管部材を接続する工程と、前記連結部材の前記封鎖部分を開放させて、前記連結部材および前記接続部材を介して前記既設配管部材と前記新設配管部材とを流通させるための工程と、を含み、
前記接続部材の前記閉鎖管端部を切り落として開口する工程が、前記接続部材の軸方向から該接続部材に被嵌させて回転させながら軸方向に移動させる切削工具によって行われることを特徴とる新設配管部材の接続工法にある。
In order to solve the above-mentioned problem, the present invention has a hole portion that opens at one end and extends toward the closed tube end side at the other end in preparation for connecting a new piping member to an existing piping member. A connecting member that is slidably inserted into a blocking member for blocking the axial flow is laid in advance from the connection site with the existing piping member toward the laying direction of the new piping member. A connection method,
A step of cutting off and opening the closing pipe end of the connecting member; and connecting one end of a connecting member made of synthetic resin to the cutting opening of the connecting member cut off and opening the blocking member. And the flow of the connecting member in the axial direction is blocked by crushing and sealing a part of the connecting member located upstream of the position where the blocking member is located. A step, a step of extracting and removing the blocking member from the sealed connection member, a step of connecting the new piping member to the other end side of the connection member, and opening the sealing portion of the connection member, A step for circulating the existing piping member and the newly installed piping member via the connecting member and the connecting member,
The step of cutting off and opening the closing pipe end of the connecting member is performed by a cutting tool that is fitted to the connecting member from the axial direction of the connecting member and is moved in the axial direction while rotating. The connection method for piping members.

また、本発明では、既設配管部材に新設配管部材を接続するに備えて、予め前記既設配管部材に接続されて敷設されるとともに、前記既設配管部材に接続される一端の開口側から他端の閉鎖端部側に延びる穴部を有している合成樹脂製の接続部材の閉鎖管端部を、前記接続部材の軸方向から該接続部材に被嵌させて回転させながら軸方向に移動させる動作によって切り落とし開口するための切削工具であって、
前記接続部材に嵌め合わせる内径を有する工具本体と、この工具本体の軸方向に対し、直交する方向から前記工具本体の内面に向けて刃先が突出するように備えられる切削刃と、を備え、前記切削刃の刃先は、少なくとも前記接続部材の外面から内面に至る管厚に相当する突出量にて、前記工具本体の内面から軸方向に直交するように突出していることを特徴とする新設配管部材の接続工法における閉鎖管端部の切削工具にある。
In addition, in the present invention, in preparation for connecting a new piping member to an existing piping member, it is laid and connected in advance to the existing piping member, and the other end from the opening side of one end connected to the existing piping member. The operation of moving the closing pipe end of the synthetic resin connecting member having a hole extending on the closed end side in the axial direction while being fitted on the connecting member and rotating from the axial direction of the connecting member A cutting tool for opening by cutting,
A tool main body having an inner diameter to be fitted to the connection member, and a cutting blade provided so that a blade edge protrudes from the direction orthogonal to the axial direction of the tool main body toward the inner surface of the tool main body, The cutting edge of the cutting blade protrudes from the inner surface of the tool body so as to be orthogonal to the axial direction at least by an amount corresponding to the tube thickness extending from the outer surface to the inner surface of the connection member. It is in the cutting tool of the closed pipe end in the connection method.

本発明に係る新設配管部材の接続工法によれば、公道下などの既設配管部材から隣接している民地側との地境の近くに向けて、新設配管部材を接続するための接続部材を予め敷設しておくための配管工事、そして、民地側の需要家に向けて接続部材から新設配管部材を引き込むための配管工事を行うときなどにおいて、公道に沿って側溝などが存在していても、側溝の支持が不安定になるなどの大きな縦穴などを掘ることなく、配管工事を遂行させることができる。
これにより、作業負担が少なくなり、作業者に対する労力の軽減と工事の安全性を高め、しかも、工期の大幅な短縮化を期待することができる。さらには、土地所有区分内での配管工事を行うことができる。
According to the connection method of the newly installed piping member according to the present invention, the connecting member for connecting the newly installed piping member toward the vicinity of the private land side adjacent to the existing piping member such as under a public road is provided. When performing piping work for laying in advance and piping work for drawing new piping members from connecting members toward the consumer on the private side, there are side grooves along the public road. However, it is possible to carry out the piping work without digging a large vertical hole or the like where the support of the side groove becomes unstable.
As a result, the work load is reduced, the labor for workers can be reduced, the safety of construction can be improved, and the construction period can be greatly shortened. Furthermore, plumbing work can be performed within the land ownership division.

また、本発明に係る閉鎖管端部の切削工具によれば、既設配管部材に接続されて公道と民地との地境線上の近くに閉鎖管端部を向けて地中に予め打ち込み敷設されている接続部材の閉鎖管端部を切り落とし開口する切断作業を行う場合、接続部材の軸方向から工具本体を接続部材に被嵌させた後に、工具本体を、回転駆動機を用いて回転させながら軸方向に移動させることによって、接続部材の閉鎖管端部を切削刃によって切り落とすことができる。
これにより、公道に沿って側溝などが存在していても、側溝の支持が不安定になるなどの大きな穴を掘ることなく、公道下の既設配管部材に接続部材を介して新設配管部材を接続するための配管工事を遂行させることができる。したがって、前記したように、作業者に対する労力の軽減と工事の安全性を高め、工期の大幅な短縮化を期待することができる。
Further, according to the cutting tool for the closed pipe end according to the present invention, it is connected to the existing piping member and is laid in advance in the ground with the closed pipe end facing near the boundary between the public road and the private land. In the case of performing a cutting operation by cutting off the opening of the closed pipe of the connecting member, the tool main body is fitted on the connecting member from the axial direction of the connecting member, and then the tool main body is rotated using a rotary drive machine. By moving in the axial direction, the end of the closed tube of the connecting member can be cut off by the cutting blade.
As a result, even if there is a side groove along the public road, the new pipe member is connected to the existing pipe member under the public road via the connection member without digging a large hole such as unstable support of the side groove. It is possible to carry out plumbing work to do. Therefore, as described above, it is possible to reduce the labor for the worker, improve the safety of the construction, and greatly shorten the construction period.

以下、本発明の実施形態について、適宜図面を参照しながら詳細に説明する。
本実施形態に係る接続工法は、公道などの地中において敷設されている既設配管部材である本支管3から分岐させて公道に隣接する民地内の需要家に向けて引き込まれる引込み管である新設配管部材1を敷設するときに、公道と民地との地境線上Tの近くに位置する土砂中に、本支管3に一端開口側を接続し、他端を閉鎖管端部2aとしている接続部材2を予め敷設しておくことにある(後記の図7の(c)〜(e)参照)。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings as appropriate.
The connection method according to the present embodiment is a new pipe that is a lead-in pipe that is branched from the main pipe 3 that is an existing pipe member laid in the ground such as a public road and drawn into a consumer in a private area adjacent to the public road. Connection in which one end opening side is connected to the main branch pipe 3 and the other end is a closed pipe end portion 2a in the earth and sand located near the boundary line T between the public road and the private land when the piping member 1 is laid The member 2 is to be laid in advance (see (c) to (e) of FIG. 7 described later).

そして、本実施形態に係る切削工具Aは、公道と民地との地境線上Tの近くに位置している予め敷設されている接続部材2を介して民地内の需要家に向けて新設配管部材1を引き込み敷設するときの配管工事のときに、地境線上Tの近くに位置して埋設されている接続部材2の閉鎖管端部2aを切り落とし開口するために用いられるものである(後記の図4および図9参照)。   And the cutting tool A which concerns on this embodiment is new piping toward the consumer in a private area via the connection member 2 currently laid near T on the boundary line of a public road and a private area It is used to cut off and open the closed pipe end 2a of the connecting member 2 that is buried near the ground line T during piping work when the member 1 is drawn and laid (described later). 4 and FIG. 9).

≪切削工具の構成≫
図1および図2は、本実施形態に係る新設配管部材の接続工法を遂行していく過程において接続部材の閉鎖管端部を開口するために用いられる切削工具を示す縦断側面図であり、図3は、同切削工具を示す斜視図である。
図1に示すように、切削工具Aは、円筒形状を呈している工具本体A1と、この工具本体A1に装着される切断刃A2とを備えて構成されている
≪Configuration of cutting tool≫
FIG. 1 and FIG. 2 are longitudinal side views showing a cutting tool used for opening a closed pipe end portion of a connection member in the process of performing the connection method of the newly installed pipe member according to the present embodiment. 3 is a perspective view showing the cutting tool.
As shown in FIG. 1, the cutting tool A includes a tool body A1 having a cylindrical shape and a cutting blade A2 attached to the tool body A1.

≪工具本体の構成≫
工具本体A1は、適宜の金属材や合成樹脂材などによって、一端を開口し、他端を閉鎖している適宜の長さ有する円筒形状に形成されている。
この工具本体A1は、図1および図2に示すように、切断刃A2が取り付けられる部位を境として、一端開口側に至る範囲L1の内径L3が、接続部材2の外径と略同径に形成されている大径孔部1aとし、他端の閉鎖端部側に至る範囲L2の内径L4が、接続部材2の内径と略同径に形成されている小径孔部1bとしている。
これにより、大径孔部1aと小径孔部1bとの間には、図1に示すように、段部1cが形成される。また、大径孔部1aは、工具本体A1を接続部材2の閉鎖管端部2a側に被嵌させて軸方向に回転させながら移動させるときのガイド機能を備え、小径孔部1bは、閉鎖管端部1aを切り落とし開口するときに発生する切屑aを、後記する窓孔9を介して外部に排出するための排出機能を備えている(後記の図4の(b)〜(d)参照)。
≪Tool body configuration≫
The tool body A1 is formed in a cylindrical shape having an appropriate length with one end opened and the other end closed with an appropriate metal material or synthetic resin material.
As shown in FIGS. 1 and 2, the tool main body A1 has an inner diameter L3 in a range L1 reaching the one end opening side at a portion where the cutting blade A2 is attached, so that the outer diameter of the connection member 2 is substantially the same. The large-diameter hole portion 1a is formed, and the inner diameter L4 of the range L2 reaching the closed end portion side of the other end is the small-diameter hole portion 1b formed to be substantially the same diameter as the inner diameter of the connection member 2.
Thereby, a step portion 1c is formed between the large-diameter hole portion 1a and the small-diameter hole portion 1b as shown in FIG. The large-diameter hole portion 1a has a guide function when the tool body A1 is fitted on the closing tube end portion 2a side of the connecting member 2 and moved while rotating in the axial direction, and the small-diameter hole portion 1b is closed. It has a discharge function for discharging chips a generated when the tube end 1a is cut open to the outside through a window hole 9 described later (see (b) to (d) of FIG. 4 described later). ).

また、工具本体A1は、閉鎖端部の軸芯に係合部4を備えている。
この係合部4は、図1および図3に示すように、六角の孔形状に形成されている。これにより、電動工具などの携帯回転駆動機(図示省略)の出力軸Bに取り付けられている六角形状の連結部4aに対して係脱自在に連結されるようにしている。
Moreover, tool main body A1 is provided with the engaging part 4 in the axial center of a closed end part.
As shown in FIGS. 1 and 3, the engaging portion 4 is formed in a hexagonal hole shape. Thereby, it connects with the hexagonal connection part 4a attached to the output shaft B of portable rotation drive machines (illustration omitted), such as an electric tool, so that engagement / disengagement is possible.

また、工具本体A1は、図1から図3に示すように、切削刃A2が取り付けられる外周部位に、工具本体A1の軸方向に対して直交するように刃装着部5を備えている。
この刃装着部5は、図2に示すように、工具本体A1の軸芯を通る対角線上Xに対して鋭角θの傾きをもって一体に突設されている。
これにより、切断刃A2は、図1に示すように、工具本体A1の小径孔部1bの内面から刃先a2を工具本体A1の軸方向に対し、直交する方向に向けて突出させるように刃装着部5に取り付けられる。そして、図1および図2に示すように、小径孔部1bの内面からわずかに突出させるように取り付けられる切削刃A2の刃先a2は、工具本体A1の回転方向に向けて刃先角部を鋭利状に突出させることで、接続部材2の閉鎖管端部2aを切れ味のよい状態で効率的に切削し、切り落とし開口し得るようにしている。
Further, as shown in FIGS. 1 to 3, the tool main body A1 includes a blade mounting portion 5 at an outer peripheral portion to which the cutting blade A2 is attached so as to be orthogonal to the axial direction of the tool main body A1.
As shown in FIG. 2, the blade mounting portion 5 is integrally protruded with an inclination of an acute angle θ with respect to a diagonal line X passing through the axis of the tool body A1.
Thereby, as shown in FIG. 1, the cutting blade A2 is mounted with a blade so that the blade edge a2 protrudes from the inner surface of the small diameter hole portion 1b of the tool body A1 in a direction perpendicular to the axial direction of the tool body A1. It is attached to the part 5. As shown in FIGS. 1 and 2, the cutting edge A2 of the cutting blade A2 attached so as to slightly protrude from the inner surface of the small-diameter hole portion 1b has a sharp edge portion toward the rotation direction of the tool body A1. Thus, the closed tube end 2a of the connecting member 2 can be efficiently cut in a sharp state so that the opening can be cut off.

また、刃装着部5の工具本体A1の閉鎖端部側に面する突出一側面にはスライド溝部7が設けられている。このスライド溝部7は、切削刃A2を工具本体A1の内面に向けてボルト(六角レンチボルトなど)6を用いてスライド可能に取り付けることができるように形成されており、溝底にはネジ孔8を備えている。   Further, a slide groove portion 7 is provided on one side surface of the blade mounting portion 5 that faces the closed end portion side of the tool main body A1. The slide groove portion 7 is formed so that the cutting blade A2 can be slidably attached using a bolt (hexagon wrench bolt or the like) 6 with the cutting blade A2 facing the inner surface of the tool body A1, and a screw hole 8 is formed in the groove bottom. It has.

また、工具本体A1は、刃装着部5の基端(根元)から閉鎖端部の端面に至るように窓孔9を備えている。この窓孔9は、刃装着部5のスライド溝部7の溝幅に相当する開口幅にて工具本体A1の小径孔部1bの周壁に形成されて、切削刃A2に削り取られた接続部材2の切屑aを外部に排出するものである。   Further, the tool main body A1 includes a window hole 9 so as to reach from the base end (base) of the blade mounting portion 5 to the end surface of the closed end portion. The window hole 9 is formed in the peripheral wall of the small-diameter hole portion 1b of the tool main body A1 with an opening width corresponding to the groove width of the slide groove portion 7 of the blade mounting portion 5, and is cut out by the cutting blade A2. The chips a are discharged to the outside.

切削刃A2は、刃物などの材料として一般的に用いられて所望な金属材によって形成されている。この切削刃A2は、図3に示すように、工具本体A1のスライド溝部7にスライド可能にセットされる程度の大きさで適宜の厚さ(板厚)を有する略矩形形状に形成されているとともに、その短辺一側縁に刃先a2を備えている。
また、切削刃Aは、スライド用に長孔10を備えており、ボルト6を緩めることによって、工具本体A1の内側からの突出量を、適宜調節することができるようにしている。
なお、図1に示すように、工具本体A1の小径孔部1bの内面から軸芯方向に向けた刃先a2の突出量lを、0.1〜0.2mm位に設定することが好適なものとなる。
The cutting blade A2 is generally used as a material such as a blade and is formed of a desired metal material. As shown in FIG. 3, the cutting blade A <b> 2 is formed in a substantially rectangular shape having an appropriate thickness (plate thickness) that is slidably set in the slide groove portion 7 of the tool body A <b> 1. In addition, a cutting edge a2 is provided on one side edge of the short side.
Further, the cutting blade A is provided with a long hole 10 for sliding, and by loosening the bolt 6, the amount of protrusion from the inside of the tool body A1 can be adjusted as appropriate.
In addition, as shown in FIG. 1, it is preferable to set the protrusion amount l of the blade edge a2 in the axial direction from the inner surface of the small diameter hole 1b of the tool body A1 to about 0.1 to 0.2 mm. It becomes.

[切削工具の作用説明]
つぎに、以上のように構成されている本実施形態に係る切削工具Aの使用について簡単に説明する。
図4は、接続部材の閉鎖管端部を切り落とし開口するときに、切削の進行に伴い切削工具を接続部材の軸方向へ移動させる状態を段階的に示す縦断面図である。
まず始めに、工具本体A1の開口する大径孔部1a側を、接続部材2の閉鎖管端部2aの外側に、軸方向から被せるように嵌め合わせセットさせた状態で、工具本体A1の閉鎖端部の係合部4に携帯回転駆動機の出力軸Bに備えられている連結部5を嵌め挿し込んで連結させる(図4(a)の状態)。このとき、予め工具本体A1を出力軸Bの連結部5に連結させた状態で、工具本体A1を接続部材2の閉鎖管端部2aに嵌め合わせセットするようにするもよい。
この状態で、携帯回転駆動機を駆動させて工具本体A1を回転させながら、工具本体A1を接続部材2の軸方向に押し込む方向に力を加える。すると、略弾頭形状を呈している閉鎖管端部2aの曲面に宛がわれている切削刃A2の刃先a2は、閉鎖管端部2aに周方向に切り込みを入れながら該閉鎖管端部2aを接続部材2の軸方向に向けて削る加工が進行されていく(図4(b)の状態)。このときに、削り取られた切屑aは小径孔部1bの窓孔9から外部に排出される。
[Description of cutting tool operation]
Next, the use of the cutting tool A according to the present embodiment configured as described above will be briefly described.
FIG. 4 is a longitudinal cross-sectional view showing stepwise a state in which the cutting tool is moved in the axial direction of the connecting member as the cutting progresses when the closed pipe end portion of the connecting member is cut open.
First, the tool body A1 is closed in a state in which the large-diameter hole 1a side of the tool body A1 that is opened is fitted and set on the outside of the closing tube end 2a of the connecting member 2 so as to be covered from the axial direction. The connecting portion 5 provided on the output shaft B of the portable rotary drive machine is fitted and inserted into the engaging portion 4 at the end (state in FIG. 4A). At this time, the tool body A1 may be fitted and set to the closing tube end 2a of the connecting member 2 in a state where the tool body A1 is connected to the connecting portion 5 of the output shaft B in advance.
In this state, a force is applied in a direction in which the tool main body A1 is pushed in the axial direction of the connecting member 2 while the portable rotary drive is driven to rotate the tool main body A1. Then, the cutting edge A2 of the cutting blade A2 addressed to the curved surface of the closed tube end 2a having a substantially warhead shape is formed by cutting the closed tube end 2a while cutting the closed tube end 2a in the circumferential direction. The process of shaving toward the axial direction of the connecting member 2 proceeds (state shown in FIG. 4B). At this time, the scraped chips a are discharged to the outside from the window hole 9 of the small diameter hole 1b.

そして、切削加工の進行が、閉鎖管端部2aの根元、接続部材2に対する融着部11に達すると、削られずに残る残存物(残骸頭部)12は、小径孔部1b内に残った状態で(図4(c)の状態)、接続部材2の軸方向への切削加工がさらに進行することによって切削は終了する。これにより、接続部材2は開口される(図4(d)の状態)。   When the progress of the cutting process reaches the root of the closed pipe end 2a, the fusion part 11 with respect to the connecting member 2, the residue (remnant head) 12 that remains without being cut remains in the small-diameter hole 1b. In this state (the state shown in FIG. 4C), the cutting ends when the cutting of the connecting member 2 in the axial direction further proceeds. Thereby, the connection member 2 is opened (state of FIG.4 (d)).

このように構成されている本実施形態に係る切削工具Aによれば、図4に示すように、接続部材2の軸方向から工具本体A1を接続部材2に被嵌させた後に、電動工具などの携帯回転駆動機を用いて工具本体A1を回転させながら軸方向に移動させることによって、接続部材2の閉鎖管端部2aを切削刃A2によって切り落とすことができる。
これにより、例えば、本支管3に接続されて公道と民地との地境線上Tの近くに閉鎖管端部2aを向けて地中に予め打ち込み敷設されている接続部材2の閉鎖管端部2aを切り落とし開口する切断作業を行う場合、公道に沿って側溝Cなどが存在していても、側溝Cの支持が不安定になるなどの大きな穴を掘ることなく、公道下の本支管3に接続部材2を介して新設配管部材1を接続するための配管工事を遂行させることができる。
According to the cutting tool A according to the present embodiment configured as described above, as shown in FIG. 4, after the tool body A <b> 1 is fitted on the connecting member 2 from the axial direction of the connecting member 2, an electric tool or the like By moving the tool main body A1 in the axial direction using the portable rotary drive machine, the closed tube end 2a of the connecting member 2 can be cut off by the cutting blade A2.
Thereby, for example, the closed pipe end portion of the connecting member 2 connected to the main branch 3 and driven in advance into the ground with the closed pipe end portion 2a facing near the boundary T between the public road and the private land. When performing a cutting operation to cut open 2a, even if there is a side groove C along the public road, the main branch pipe 3 under the public road does not dig a large hole such as unstable support of the side groove C. Piping work for connecting the new piping member 1 through the connecting member 2 can be performed.

≪他の実施形態に係る切削工具の構成≫
図5は、切削工具の他の実施形態を示す縦断面図である。
斯かる実施形態では、切断刃A2の構成形態を変えた以外の他の構成要素は、前記した切断工具Aと基本的に同じことから、同じ構成要素に同じ符号を付することで重複の説明は省略する。
すなわち、図5に示すように、切削刃A3は、長手方向の一側縁に沿わせて刃先a3を備えている。そして、切断刃A3は、長手方向に等間隔をおいて、短手方向に斜めに延びる折れ線13が施されている。このような切断刃A3とした場合、刃装着部5のスライド溝部7の溝底の両側には切断刃A3の板厚に相当する係止溝14が設けられており、切断刃3がスライド溝部7に係脱自在に固定されるようにしている。
これにより、接続部材2の閉鎖管端部2aを切り落とし開口するときに、刃先a3の切れが悪くなった場合、切断刃A3を工具本体A1の刃装着部5を取り外し、切れが悪い刃先側を折れ線13から折ることによって(図5の二点鎖線の状態)、新規の刃先a3によって切削作業を継続させることができる。
<< Configuration of Cutting Tool According to Other Embodiment >>
FIG. 5 is a longitudinal sectional view showing another embodiment of the cutting tool.
In such an embodiment, since the other components other than the configuration of the cutting blade A2 are basically the same as the above-described cutting tool A, the same components are denoted by the same reference numerals and redundant description is given. Is omitted.
That is, as shown in FIG. 5, the cutting blade A3 includes a cutting edge a3 along one side edge in the longitudinal direction. Further, the cutting blade A3 is provided with a polygonal line 13 extending obliquely in the lateral direction at equal intervals in the longitudinal direction. In the case of such a cutting blade A3, locking grooves 14 corresponding to the plate thickness of the cutting blade A3 are provided on both sides of the groove bottom of the slide groove portion 7 of the blade mounting portion 5, and the cutting blade 3 is a slide groove portion. 7 is detachably fixed.
Thereby, when cutting off the closing tube end 2a of the connecting member 2 and opening the blade edge a3, the cutting blade A3 is removed from the blade mounting portion 5 of the tool body A1, and the cutting edge side of the cutting edge A3 is removed. By folding from the broken line 13 (state of the two-dot chain line in FIG. 5), the cutting operation can be continued with the new cutting edge a3.

≪接続部材の構成≫
図6は、本実施形態に係る新設配管部材の接続工法に用いられる接続部材を示す縦断面図である。
接続部材2は、ポリエチレン、ポリプロピレン、塩化ビニール樹脂などの合成樹脂材料によって管形状に形成されている。この接続部材2は、図6に示すように、一端側を開口し、この一端開口側から他端側の閉鎖管端部2aに延びる穴部2bを備えている。
閉鎖管端部2aは、先端に向けて外面を曲面的に絞り込むように形成されている略弾丸形状を呈している。これにより、公道下などの地中において敷設されている既設配管部材である本支管3の近くから隣接している民地との地境線上Tに向けた土砂内に接続部材2を大きな力を必要とせずに、かつ、速やかに打ち込み敷設することができるようにしている(後記の図7の(c)参照)。
≪Configuration of connecting member≫
FIG. 6 is a longitudinal sectional view showing a connection member used in the connection method for the newly installed piping member according to the present embodiment.
The connecting member 2 is formed in a tube shape from a synthetic resin material such as polyethylene, polypropylene, or vinyl chloride resin. As shown in FIG. 6, the connecting member 2 is provided with a hole portion 2 b that opens at one end side and extends from the one end opening side to the closed tube end portion 2 a at the other end side.
The closed tube end portion 2a has a substantially bullet shape formed so as to narrow the outer surface in a curved manner toward the tip. As a result, a large force is exerted on the connecting member 2 in the earth and sand facing from the vicinity of the main branch pipe 3, which is an existing piping member laid in the ground such as under public roads, to the boundary line T with the adjacent private land. It can be driven in and swiftly laid without being required (see FIG. 7C described later).

そして、接続部材2の穴部2bには、図6に示すように、軸方向の流通を遮断するための遮断部材15が挿入されているとともに、この遮断部材15の軸方向の移動を抑制するための環状突起部16が閉鎖管端部2側における穴部2bの内周面に備えられている。
遮断部材15は、接続部材2と同じく合成樹脂材料などによって形成されている。この遮断部材15は、図6に示すように、穴部2bの内径と略同径としている円柱形状の遮断部15aと、この遮断部15aの軸方向の一端から略ネック形状に突出されている軸部15bとを備えて形成されている。
そして、遮断部材15は、遮断部15aの外周に並列させた2本のシール部材16を備えているとともに、軸部15bの突端側には紐などからなるフレキシブルな引き抜き部材17が備えられている。これにより、遮断部材15を穴部2bの軸方向に移動させる、そして、穴部2bから遮断部材15を引き出すことを引き抜き部材17によって行うことができるようにしている(後記の図7の(b)〜(d)参照)。
Then, as shown in FIG. 6, a blocking member 15 for blocking the axial flow is inserted into the hole 2 b of the connecting member 2, and the movement of the blocking member 15 in the axial direction is suppressed. An annular projection 16 is provided on the inner peripheral surface of the hole 2b on the closed tube end 2 side.
The blocking member 15 is formed of a synthetic resin material or the like, similar to the connection member 2. As shown in FIG. 6, the blocking member 15 protrudes in a substantially neck shape from a cylindrical blocking portion 15 a having the same diameter as the inner diameter of the hole 2 b and one end of the blocking portion 15 a in the axial direction. And a shaft portion 15b.
The blocking member 15 includes two seal members 16 arranged in parallel to the outer periphery of the blocking portion 15a, and a flexible pullout member 17 made of a string or the like is provided on the protruding end side of the shaft portion 15b. . Thereby, the blocking member 15 can be moved in the axial direction of the hole 2b, and the blocking member 15 can be pulled out from the hole 2b by the pulling member 17 (see (b) of FIG. ) To (d)).

≪新設配管部材の接続工法の説明≫
次に、以上のように構成されている本実施形態に係る切削工具Aを用いた本支管3に対する新設配管部材1の接続工法について説明する。
図7および図9は、本実施形態に係る新設配管部材の接続工法の施工手順を示す概略図である。
まず、公道下に敷設されている本支管3から民地との地境線上Tに向けて敷設される接続部材2の配管工事について、図7を参照しながら説明する。
図7の(a)に示すように、本支管3が露出するように公道に縦穴(立坑)18を掘削した後に、図7の(b)に示すように、露出させた本支管3に分岐継手19を取り付ける。
次に、図7の(c)に示すように、分岐継手19の近くの縦穴18の掘削壁面から隣接する民地との地境線上Tに向けた土砂内に接続部材2を打ち込む。このとき、遮断部材15を穴部2bに挿入しない状態で、または、遮断部材15を穴部2bに挿入させた状態で接続部材2を土砂中に打ち込む作業を行うも任意である。
また、接続部材2の閉鎖管端部2aが地境線上Tから民地側に飛び出さないようにすることが好適なものとなる。これにより、民地側において配管工事以外の他の工事が行われるときに、縦穴が掘削された場合、接続部材が掘削を妨げることがなくなる。
≪Explanation of connection method for new piping members≫
Next, a method of connecting the newly installed piping member 1 to the main branch pipe 3 using the cutting tool A according to the present embodiment configured as described above will be described.
FIG. 7 and FIG. 9 are schematic views showing the construction procedure of the connection method for the newly installed piping member according to the present embodiment.
First, the piping work of the connecting member 2 laid from the main branch pipe 3 laid under the public road toward the boundary T with the private land will be described with reference to FIG.
As shown in FIG. 7 (a), after excavating a vertical hole (vertical shaft) 18 on the public road so that the main branch 3 is exposed, it is branched to the exposed main branch 3 as shown in FIG. 7 (b). A joint 19 is attached.
Next, as shown in FIG. 7 (c), the connecting member 2 is driven into the earth and sand from the excavation wall surface of the vertical hole 18 near the branch joint 19 toward the boundary line T with the adjacent private land. At this time, the operation of driving the connecting member 2 into the earth and sand with the blocking member 15 not inserted into the hole 2b or with the blocking member 15 inserted into the hole 2b is optional.
In addition, it is preferable that the closed pipe end 2a of the connecting member 2 does not protrude from the ground line T to the private side. Thereby, when construction other than piping work is performed on the private side, when the vertical hole is excavated, the connecting member does not hinder excavation.

このようにして、接続部材2を土砂中に打ち込み敷設するための作業が終了した後に、図7の(d)に示すように、接続部材2の開口している一端側を分岐継手19に接続することで、新設配管部材1を後から本支管3に接続するために備える公道側における配管工事が終了となり、最後に、図7の(e)に示すように、公道の縦穴18を埋め戻す。   After the work for driving and laying the connecting member 2 into the earth and sand is completed in this way, one end of the connecting member 2 that is open is connected to the branch joint 19 as shown in FIG. As a result, the piping work on the public road provided for connecting the new piping member 1 to the main branch 3 later is completed, and finally, as shown in FIG. .

以上のような施工手順によって、穴部2bに遮断部材15を挿入している接続部材2を、公道と民地との地境線上Tの近くまで予め打ち込み敷設した後において、民地側における新設配管部材1の接続について説明する。
図8および図9は、民地側において新設配管部材の配管工事を行うときの本実施形態に係る接続工法における施工手順を示す概略図である。ここでは、図4を適宜参照しながら説明する。
図8に示すように、接続部材2が打ち込み敷設されている深さの縦穴20などを掘削するとともに、この縦穴20の掘削壁から接続部材2の閉鎖管端部2aに至り、なおかつ、切削工具Aを接続部材2に被嵌セットさせた状態で回転させることができる程度の穴径(空間)が接続部材2の周りの確保されるように横穴21を掘削する。
横穴21の掘削作業が終了した後に、前記した図4の(a)に示すように、切削工具Aの工具本体A1の開口する大径孔部1a側を、接続部材2の閉鎖管端部2aの外側に、軸方向から被せるように嵌め合わせセットさせる。以後は、図4の(b)〜(d)において詳述した切削作業にて閉鎖管端部2aを切り落として接続部材2の他端を開口させる(図9(a)の状態)。
このような切削作業によって接続部材2が開口されたとき、遮断部材15がガス圧によって押されて穴部2bから抜けようとした場合、遮断部材15の移動は規制突起部16によって規制される。これにより、接続部材2の開口とともに遮断部材15がガス圧により穴部2bから抜け外れることはない。これによって、ガス漏れなどの事態は防止される。
After the connection member 2 in which the blocking member 15 is inserted into the hole 2b is driven in advance to the vicinity of T on the boundary line between the public road and the private land in accordance with the construction procedure as described above, Connection of the piping member 1 will be described.
FIG. 8 and FIG. 9 are schematic views showing a construction procedure in the connection method according to the present embodiment when piping work for a new piping member is performed on the private side. Here, description will be made with reference to FIG. 4 as appropriate.
As shown in FIG. 8, a vertical hole 20 having a depth where the connecting member 2 is driven and laid is excavated, and the excavation wall of the vertical hole 20 leads to the closed pipe end 2a of the connecting member 2, and a cutting tool. The horizontal hole 21 is excavated so that a hole diameter (space) that can be rotated in a state where A is fitted and set to the connection member 2 is secured around the connection member 2.
After the excavation work of the horizontal hole 21 is finished, as shown in FIG. 4A, the large-diameter hole 1a side of the tool main body A1 of the cutting tool A is connected to the closed pipe end 2a of the connecting member 2. It is fitted and set on the outside so as to cover from the axial direction. Thereafter, the closing pipe end 2a is cut off by the cutting operation detailed in FIGS. 4B to 4D, and the other end of the connecting member 2 is opened (state shown in FIG. 9A).
When the connecting member 2 is opened by such a cutting operation, when the blocking member 15 is pushed by the gas pressure and tries to come out from the hole 2b, the movement of the blocking member 15 is regulated by the regulating projection 16. Thereby, the blocking member 15 is not detached from the hole 2b due to the gas pressure together with the opening of the connecting member 2. Thereby, a situation such as gas leakage is prevented.

このようにして、接続部材2の他端を開口させた後に、図9の(b)に示すように、接続部材2に合成樹脂製の連結部材22の一端側を接続させるとともに、接続部材2の穴部2bに挿入されている遮断部材15を、引き抜き部材17を利用して連結部材22の他端側に引き抜き移動させる。
なお、図示を省略しているが、連結部材22の他端側の内周面に、接続部材2と同じく規制突起部16を設けておくことで、ガス漏れなどに対する安全性の向上が図られるものである。
After opening the other end of the connecting member 2 in this way, as shown in FIG. 9B, the connecting member 2 is connected to one end side of the connecting member 22 made of synthetic resin, and the connecting member 2 is connected. The blocking member 15 inserted in the hole 2 b is pulled out and moved to the other end side of the connecting member 22 using the pulling member 17.
Although illustration is omitted, by providing the restricting projection 16 on the inner peripheral surface on the other end side of the connecting member 22 as in the case of the connecting member 2, safety against gas leakage and the like can be improved. Is.

遮断部材15を連結部材22の他端側に移動させたところで、遮断部材15よりも上流側における連結部材22の一部を、図9の(c)に示すように、押し潰して連結部材22の軸方向の流通を遮断するための封鎖処理を行う。
そして、図9の(d)に示すように、連結部材22から遮断部材15を引き抜き取り出した後に、連結部材22の他端側に新設配管部材1を接続するとともに、封鎖部分23を開放(解除)して連結部材22の流通を戻すことによって民地側における配管工事が終了する。最後に、横穴21、縦穴20などを埋め戻すものである。
When the blocking member 15 is moved to the other end side of the connecting member 22, a part of the connecting member 22 on the upstream side of the blocking member 15 is crushed as shown in FIG. Blocking process is performed to block the axial flow.
Then, as shown in FIG. 9 (d), after pulling out and removing the blocking member 15 from the connecting member 22, the new piping member 1 is connected to the other end of the connecting member 22 and the sealed portion 23 is opened (released). ) To return the distribution of the connecting member 22, the piping work on the private side is completed. Finally, the horizontal holes 21 and the vertical holes 20 are backfilled.

本実施形態に係る新設配管部材1の接続工法は以上のように構成されていることで、公道下の本支管3から隣接している民地側との地境線上Tの近くに向けて、新設配管部材1を接続するための接続部材2を予め敷設しておくための公道側における配管工事、そして、本支管3から新設配管部材1を需要家に向けて引き込むために接続部材2の閉鎖管端部2aを切り落としして開口させるための民地側における配管工事のときなどにおいて、公道に沿って側溝Cなどが存在していても、側溝Cの支持が不安定になるなどの大きな穴を掘ることなく、配管工事を遂行させることができる。
これにより、作業負担が少なくなり、作業者に対する労力の軽減と工事の安全性を高め、しかも、工期の大幅な短縮化を期待することができる。さらには、土地所有区分内での配管工事を行うことができる。
The connection method of the newly established piping member 1 according to the present embodiment is configured as described above, toward the vicinity of T on the boundary line with the adjacent private land side from the main branch pipe 3 under the public road, Piping work on the public road side for laying the connecting member 2 for connecting the new piping member 1 in advance, and closing of the connecting member 2 for drawing the new piping member 1 from the main branch 3 toward the consumer A large hole such as the support of the side groove C becomes unstable even if the side groove C exists along the public road in the case of piping work on the private side for cutting off and opening the pipe end 2a. Piping can be carried out without digging.
As a result, the work load is reduced, the labor for workers can be reduced, the safety of construction can be improved, and the construction period can be greatly shortened. Furthermore, plumbing work can be performed within the land ownership division.

また、接続部材2の閉鎖管端部2a側の形状は、先端に向けて外面を曲面的に絞り込むように形成されている略弾丸形状を呈している。これにより、公道下などの地中において敷設されている既設配管部材である本支管3の近くから隣接している民地との地境線上Tに向けた土砂内に接続部材2を打ち込むに際して、大きな力を必要とせずに、かつ、速やかに打ち込み敷設することができる。
また、遮断部材15を挿入している接続部材2の閉鎖管端部2aは、公道と民地との地境線上Tよりも公道側に位置させておくことで、民地側において配管工事以外の他の工事が行われるときに、縦穴が掘削された場合、接続部材2が掘削を妨げることがなくなる。
Further, the shape of the connecting member 2 on the closed tube end 2a side has a substantially bullet shape formed so as to narrow the outer surface in a curved manner toward the tip. Thereby, when driving the connecting member 2 into the earth and sand toward the boundary line T with the adjacent private land from the vicinity of the main branch pipe 3 which is an existing piping member laid in the ground such as under a public road, It can be driven and laid quickly without requiring a large force.
In addition, the closed pipe end 2a of the connecting member 2 into which the blocking member 15 is inserted is positioned on the public road side with respect to the boundary line T between the public road and the private land, so that other than piping work on the private land side When the other hole is excavated and the vertical hole is excavated, the connecting member 2 does not hinder excavation.

なお、本発明の実施形態の具体的な構成は、前記した実施形態に限られるものではなく、請求項1から請求項4に記載の本発明の要旨を逸脱しない範囲で設計変更などがあっても本発明に含まれるものである。
例えば、民地の需要家が解体されて、ガスの供給を止めるなどの場合、地境線上Tにおける引き込み配管部材(既設配管)を截断し、遮断部材15を挿入している接続部材2の一端開口を裁断された配管部材に接続することにより、接続部材2を敷設しておくことができる。この場合、接続部材2の閉鎖管端部2aは、地境線上Tよりも公道側に位置させておくことが望ましい。
これにより、前記したように、接続部材2が配管工事以外の他の工事が行われるときの縦穴などの掘削を妨げることがなくなる。また、図8および図9に示す民地側における配管工事を行うことで、ガスの供給を復活させることができる。
Note that the specific configuration of the embodiment of the present invention is not limited to the above-described embodiment, and there are design changes and the like within a scope not departing from the gist of the present invention described in claims 1 to 4. Are also included in the present invention.
For example, when a private customer is dismantled and the supply of gas is stopped, one end of the connecting member 2 that cuts the drawing piping member (existing piping) on the boundary line T and inserts the blocking member 15 By connecting the opening to the cut piping member, the connecting member 2 can be laid. In this case, it is desirable that the closing pipe end 2a of the connecting member 2 is positioned on the public road side with respect to the boundary T.
As a result, as described above, the connecting member 2 does not hinder excavation of a vertical hole or the like when work other than piping work is performed. Further, the gas supply can be restored by performing the piping work on the private side shown in FIGS.

また、切削工具Aの工具本体A1に対し、周方向に複数の切削刃A2を取り付けことができる。また、工具本体A1の閉鎖端部における係合部4の形態として、丸孔形状として、孔の内周面に回り止め用のローレットを施す、または、孔に変えて六角などの突出形状にすることができる。つまり、回転方向において携帯回転駆動機の出力軸Bと一体となり、軸方向において係脱自在とすることができる構造、形状であればよく、限定されるものではない。   A plurality of cutting blades A2 can be attached to the tool body A1 of the cutting tool A in the circumferential direction. Moreover, as a form of the engaging part 4 in the closed end part of the tool main body A1, a knurl for preventing rotation is applied to the inner peripheral surface of the hole, or a projecting shape such as a hexagon is formed instead of the hole. be able to. That is, it is not limited as long as it has a structure and shape that are integrated with the output shaft B of the portable rotary drive machine in the rotational direction and can be freely engaged and disengaged in the axial direction.

さらに、工具本体A1の大径孔部1aの口元をラッパ形状などに拡開、また、大径穴部1aの内周面方向に適宜の間隔をおいて軸方向に、または、周方向の突条などを設けることができる。これにより、接続部材2の外周面との接触が面ではなく、突条による線接触とすることで、閉鎖管端部2aを切り落とすときに、切削工具Aの軸方向への移動、または、回転方向の動きが速やかになるなどの効果を期待することができる。   Furthermore, the mouth of the large-diameter hole 1a of the tool body A1 is expanded to a trumpet shape, and the axial or circumferential protrusion is provided at an appropriate interval in the inner peripheral surface direction of the large-diameter hole 1a. Articles can be provided. As a result, the contact with the outer peripheral surface of the connection member 2 is not a surface but a line contact by a protrusion, so that the cutting tool A moves or rotates in the axial direction when the closed tube end 2a is cut off. You can expect effects such as faster direction movement.

本実施形態に係る切削工具を示す縦断面図である。It is a longitudinal section showing a cutting tool concerning this embodiment. 図1のII−II線の矢視方向から見たときの縦断面図である。It is a longitudinal cross-sectional view when it sees from the arrow direction of the II-II line of FIG. 切断刃を工具本体が分離させた状態を示す同切削工具の斜視図である。It is a perspective view of the cutting tool which shows the state where the cutting tool was separated from the tool body. 接続部材の閉鎖管端部を切り落とし開口するときに、切削の進行に伴い切削工具を接続部材の軸方向へ移動させる状態を段階的に示す縦断面図であり、(a)は、接続部材の閉鎖管端部の外面に切削刃の刃先を宛がうように工具本体を接続部材に被嵌セットさせた状態を示す、(b)は、閉鎖管端部の外面を軸方向の途中まで削る切削加工を進行させた状態を示す、(c)は、閉鎖管端部を接続部材から切り落とす段階まで切削加工を進行させた状態を示す、(d)は、接続部材を軸方向に切削する加工時点まで切削加工を進行させた状態を示す。It is a longitudinal cross-sectional view which shows the state which moves a cutting tool to the axial direction of a connection member in connection with progress of cutting, when cutting off and opening the closing pipe end part of a connection member, (a) is a connection member (B) shows a state in which the tool body is fitted and set on the connection member so that the cutting edge of the cutting blade is placed on the outer surface of the closed tube end, and the outer surface of the closed tube end is cut halfway in the axial direction. (C) shows the state in which the cutting process has been advanced, (c) shows the state in which the cutting process has been advanced to the stage of cutting off the end of the closed tube from the connecting member, and (d) shows the process of cutting the connecting member in the axial direction. The state in which the cutting process has progressed to the time point is shown. 他の実施形態に係る切断工具を示し、図1のIV−IV線の矢視方向から見たときの縦断面図である。It is a longitudinal cross-sectional view when the cutting tool which concerns on other embodiment is shown, and it sees from the arrow direction of the IV-IV line of FIG. 本実施形態に係る接続部材を示す縦断面図であり、長さを一部省略して示す。It is a longitudinal cross-sectional view which shows the connection member which concerns on this embodiment, and abbreviate | omits and shows length. 本実施形態に係る接続工法において公道側における配管工事の流れを説明するための概略図であり、(a)は、本支管が敷設されている公道に作業用の縦穴を掘削した状態を示す、(b)は、本支管に分岐継手を取り付けた状態を示す、(c)は、接続部材を土砂内に打ち込み敷設した状態を示す、(d)は、接続部材を分岐継手に接続させた状態を示す、(e)は、公道の縦穴を埋め戻した状態を示す。It is a schematic diagram for explaining the flow of piping work on the public road side in the connection method according to the present embodiment, (a) shows a state in which a working vertical hole has been excavated in the public road where this branch pipe is laid, (B) shows a state where a branch joint is attached to this branch pipe, (c) shows a state where the connecting member is driven and laid in the earth and sand, and (d) shows a state where the connecting member is connected to the branch joint. (E) shows a state where the vertical hole of the public road is backfilled. 同接続工法において民地側における配管工事を説明するための概略図であり、接続部材の閉鎖管端部を切り落とし開口するために作業用の縦穴と、この縦穴から接続部材の周囲に向けて横穴を掘削した状態を示す。It is the schematic for explaining the piping construction in the private side in the connection construction method, in order to cut and open the closed pipe end of the connection member, the work vertical hole and the horizontal hole from this vertical hole toward the circumference of the connection member Shows the state of drilling. 同民地側における配管工事の流れを説明するための概略図であり、(a)は、接続部材から閉鎖管端部を切り落とした状態を示す、(b)は、接続部材の切削開口に連結部材を接続し、接続部材から連結部材に遮断部材を移動させた状態を示す、(c)は、連結部材の上流側を押し潰して封止した状態を示す、(d)は、連結部材から遮断部材を外部に引き抜き取り出した状態を示す、(e)は、連結部材に新設配管部材を接続した後に、連結部材の封鎖部分を解除させた状態示す。It is the schematic for demonstrating the flow of the piping construction in the private land side, (a) shows the state which cut off the closing pipe end part from the connection member, (b) is connected with the cutting opening of a connection member The members are connected and the blocking member is moved from the connecting member to the connecting member. (C) shows the state where the upstream side of the connecting member is crushed and sealed, (d) shows the state from the connecting member. (E) which shows the state which pulled out the interruption | blocking member outside, (e) shows the state which released the sealing part of a connection member, after connecting a new piping member to a connection member.

符号の説明Explanation of symbols

A:切削工具、A1:工具本体、A2,A3:切削刃、a2,a3:刃先、1:新設配管部材、2:接続部材、2a:閉鎖管端部、2b:穴部、3:本支管(既設配管部材)、4:係合部、5:刃装着部、6:ボルト、7:スライド溝部、8:ネジ孔、9:窓孔、15:遮断部材、22:連結部材、23:封鎖部分、B:出力軸(回転駆動機) A: Cutting tool, A1: Tool body, A2, A3: Cutting blade, a2, a3: Cutting edge, 1: New piping member, 2: Connection member, 2a: Closed pipe end, 2b: Hole, 3: Main branch pipe (Existing piping member), 4: engaging part, 5: blade mounting part, 6: bolt, 7: slide groove part, 8: screw hole, 9: window hole, 15: blocking member, 22: connecting member, 23: sealing Part B: Output shaft (rotary drive)

Claims (4)

既設配管部材に新設配管部材を接続するときに備えて、一端を開口し他端の閉鎖管端部側に延びる穴部を有し、この穴部に軸方向の流通を遮断するための遮断部材を引き出し摺動可能に挿入している接続部材を、前記既設配管部材との接続部位から前記新設配管部材の敷設方向に向けて予め敷設している接続工法であって、
前記接続部材の前記閉鎖管端部側を切り落とし開口する工程と、
切り落とし開口された前記接続部材の切断開口に合成樹脂製の連結部材の一端側を接続させた後に、前記遮断部材を前記連結部材の他端側に移動させる工程と、
前記遮断部材が内在されている位置よりも上流側に位置する前記接続部材の一部を押し潰し封鎖することによって前記連結部材の軸方向の流体の流通を遮断する工程と、
封鎖された前記連結部材から前記遮断部材を引き抜いて取り出す工程と、
前記連結部材の他端側に前記新設配管部材を接続する工程と、
前記連結部材の前記封鎖部分を開放させて、前記連結部材および前記接続部材を介して前記既設配管部材と前記新設配管部材とを流通させる工程と、を含み、
前記接続部材の前記閉鎖管端部を切り落として開口する工程が、前記接続部材の軸方向から該接続部材に被嵌させて回転させながら軸方向に移動させる切削工具によって行われることを特徴とる新設配管部材の接続工法。
In order to connect a newly installed piping member to an existing piping member, it has a hole that opens at one end and extends toward the other end of the closed tube, and a blocking member for blocking axial flow in this hole A connecting member that has been laid in advance in the direction of laying the new piping member from the connection site with the existing piping member, the connecting member that is inserted so as to be slidable and slidable,
Cutting off and opening the closing tube end side of the connecting member;
The step of moving the blocking member to the other end side of the connecting member after connecting one end side of the connecting member made of synthetic resin to the cut opening of the connecting member cut-off,
Shutting off the fluid flow in the axial direction of the connecting member by crushing and sealing a part of the connecting member located upstream of the position where the blocking member is located; and
Extracting and removing the blocking member from the sealed connecting member;
Connecting the new piping member to the other end of the connecting member;
Opening the sealed portion of the connecting member, and circulating the existing piping member and the newly installed piping member via the connecting member and the connecting member,
The step of cutting off and opening the closing pipe end of the connecting member is performed by a cutting tool that is fitted to the connecting member from the axial direction of the connecting member and is moved in the axial direction while rotating. Piping member connection method.
既設配管部材に新設配管部材を接続するに備えて、予め前記既設配管部材に接続されて敷設されるとともに、前記既設配管部材に接続される一端の開口側から他端の閉鎖端部側に延びる穴部を有している合成樹脂製の接続部材の閉鎖管端部を、前記接続部材の軸方向から該接続部材に被嵌させて回転させながら軸方向に移動させる動作によって切り落とし開口するための切削工具であって、
前記接続部材に嵌め合わせる内径を有する工具本体と、
この工具本体の軸方向に対し、直交する方向から前記工具本体の内面に向けて刃先が突出するように備えられる切削刃と、を備え、
前記切削刃の刃先は、少なくとも前記接続部材の外面から内面に至る管厚に相当する突出量にて、前記工具本体の内面から軸方向に直交するように突出していることを特徴とする新設配管部材の接続工法における閉鎖管端部の切削工具。
In preparation for connecting a new pipe member to an existing pipe member, the pipe member is previously laid and connected to the existing pipe member, and extends from the opening side of one end connected to the existing pipe member to the closed end side of the other end. For opening and closing the closing pipe end of the connecting member made of synthetic resin having a hole by moving it in the axial direction while being fitted to the connecting member and rotating from the axial direction of the connecting member A cutting tool,
A tool body having an inner diameter to be fitted to the connection member;
A cutting blade provided so that the cutting edge protrudes from the direction orthogonal to the axial direction of the tool body toward the inner surface of the tool body,
The cutting edge of the cutting blade protrudes from the inner surface of the tool body so as to be orthogonal to the axial direction at least by a protruding amount corresponding to the tube thickness from the outer surface to the inner surface of the connection member. A cutting tool for the end of a closed pipe in a connecting method for members.
前記工具本体は、一端を開口し、他端を閉鎖している円筒形状に形成されているとともに、前記切削刃が取り付けられる部位を境として、一端開口側に至る内径が、前記接続部材の外径と略同径に、前記閉鎖端部側に至る内径が、前記接続部材の内径と略同径に形成され、
かつ、前記閉鎖端部の軸芯には回転駆動機に係脱自在に連結させるための係合部を備えていることを特徴とする請求項2に記載の新設配管部材の接続工法における閉鎖管端部の切削工具。
The tool main body is formed in a cylindrical shape having one end opened and the other end closed, and an inner diameter reaching the one end opening side of the part to which the cutting blade is attached is an outer side of the connection member. The inner diameter that reaches the closed end side is formed to be substantially the same diameter as the inner diameter of the connection member,
3. The closed pipe in the connection method for a newly installed pipe member according to claim 2, wherein an engaging portion for releasably connecting to a rotary drive is provided on an axis of the closed end portion. End cutting tool.
前記工具本体は、切屑を排出させるための窓孔を周壁に備えていることを特徴とする請求項2または請求項3に記載の新設配管部材の接続工法における閉鎖管端部の切削工具。   The said tool main body is equipped with the window hole for discharging a chip in a surrounding wall, The cutting tool of the closed pipe end part in the connection method of the newly installed piping member of Claim 2 or Claim 3 characterized by the above-mentioned.
JP2007096421A 2007-04-02 2007-04-02 New pipe connection method and closed pipe end cutting tool Active JP4966713B2 (en)

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10132189A (en) * 1996-10-28 1998-05-22 Tokyo Gas Co Ltd No-blow cutting jig for gas supply pipe and no-blow cutting and joining method for gas supply pipe
JP2005147348A (en) * 2003-11-19 2005-06-09 Tokyo Gas Co Ltd End structure and end connecting method of pipe member

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10132189A (en) * 1996-10-28 1998-05-22 Tokyo Gas Co Ltd No-blow cutting jig for gas supply pipe and no-blow cutting and joining method for gas supply pipe
JP2005147348A (en) * 2003-11-19 2005-06-09 Tokyo Gas Co Ltd End structure and end connecting method of pipe member

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