JP2018076960A - Construction method of branch pipe end part and device, connection method to building piping and device - Google Patents

Construction method of branch pipe end part and device, connection method to building piping and device Download PDF

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JP2018076960A
JP2018076960A JP2017163634A JP2017163634A JP2018076960A JP 2018076960 A JP2018076960 A JP 2018076960A JP 2017163634 A JP2017163634 A JP 2017163634A JP 2017163634 A JP2017163634 A JP 2017163634A JP 2018076960 A JP2018076960 A JP 2018076960A
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joint
pipe
branch pipe
branch
closing
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JP6625101B2 (en
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山本 幸一
Koichi Yamamoto
幸一 山本
田中 宏明
Hiroaki Tanaka
宏明 田中
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Mitsui Chemicals Industrial Products Ltd
Hokkaido Gas Co Ltd
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Hokkaido Gas Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a construction method of a branch pipe end part that reduces the probability of broken branch pipe during building construction work or outdoor facility construction work, when connecting building piping to a gas branch pipe which is drawn to a building site and buried, by making the length of the gas branch pipe as short as possible without boring public roads, making the squeeze work unnecessary.SOLUTION: A construction method of a branch pipe end part in which a socket part 10A into which a pipe end part of a branch pipe 50 is inserted at one side and a connection pipe part 10B to which a service tee joint for connecting to the building piping is connected to the other side, the method comprises: connecting a closing joint 10 having a closing wall 16 for blocking the gas flow provided in the connection pipe part 10B to a pipe end part of the branch pipe 50.SELECTED DRAWING: Figure 4

Description

本発明は、道路側(公道)に埋設されるガス管、水道管、下水道管などの流体配管(本発明では、これらを代表してガス管ということがあり、同様に都市ガス等のガス、水道水、下水等の流体も代表してガス又は都市ガスということがある)の本管から分岐して宅地内に引き込んで埋設される支管の管端部を閉塞する施工方法及び該方法で用いられる装置と、建築工事の配管作業に際して行われる、閉塞された支管管端部と、建物に配管されるガス管(以下、建物配管ということがある)との接続方法及び装置に関する。   The present invention may be a fluid pipe such as a gas pipe, a water pipe, a sewer pipe or the like buried in the road side (public road) (in the present invention, these may be referred to as a gas pipe, as well as a gas such as city gas, A construction method for closing a pipe end portion of a branch pipe that is branched from a main pipe of a main pipe and buried in a residential land, and is also used in the method. The present invention relates to a method and an apparatus for connecting a closed pipe end and a gas pipe (hereinafter sometimes referred to as building piping) piped to a building, which are performed at the time of piping work for construction work.

新たに宅地造成を行う場合、先ず土地の区画整理を行うとともに、取付道路となる公道の整備を行ってから建物の建築工事に移行する。建物には水道や都市ガス、下水道などの各種の生活インフラが必要とされるが、水道や都市ガスの導管、下水道管などの流体配管は、通常、建物の建築に先立って公道に埋設される本管から支管を分岐して宅地内へ引き込んで予め埋設しておかれる。   When building a new residential land, the land is first sorted and the public road that serves as the attachment road is developed before moving to building construction. Buildings require various living infrastructure such as water, city gas, and sewerage, but fluid pipes such as water and city gas conduits and sewer pipes are usually buried in public roads prior to building construction. A branch pipe is branched from the main and drawn into the residential land and buried in advance.

図14(a)は、道路側(公道)から宅地内の所定部分まで引き込んで埋設される都市ガスの支管100を示す概略図である。宅地造成の段階では建築される建物の建坪や形状などが決定されていないこともあり、図14(a)に示されるように、ガスの支管100は公道から宅地内の所定の部分まで(例えば敷地境界から1,000mm)引き込んで予め埋設しておかれる。   FIG. 14A is a schematic diagram showing a city gas branch pipe 100 that is buried from a road side (public road) to a predetermined portion in a residential land. At the stage of residential land development, the floor area and shape of the building to be constructed may not be determined, and as shown in FIG. 14A, the gas branch pipe 100 extends from the public road to a predetermined part in the residential land (for example, It is pulled in (1,000mm from the site boundary) and buried in advance.

宅地内に予め引込まれるガスの支管100には、通常、ポリエチレン製のパイプが使用され、ガス管を閉塞する際は支管100の管端部にキャップ102を嵌め込んでガスの流通を遮断しておく。その後、建物の仕様が決定し、建築工事の進捗に伴い、ガス管等の配管工事が行われるが、その際の宅地内に予め引込まれている支管100との接続は、図14(b)に示されるように、支管100をスクイズして閉塞した状態でスクイズ箇所より管端に至るまでの適所を切断し、その後、建物に配管されるガス管との接続作業を行っている。   A polyethylene pipe is usually used for the gas branch pipe 100 drawn in advance into the residential land. When the gas pipe is closed, a cap 102 is fitted to the pipe end of the branch pipe 100 to block the gas flow. Keep it. After that, the specifications of the building are determined, and piping work such as gas pipes is performed with the progress of the building work. The connection with the branch pipe 100 drawn in advance in the residential land at that time is shown in FIG. As shown in FIG. 2, in a state where the branch pipe 100 is squeezed and closed, an appropriate place from the squeeze part to the pipe end is cut, and thereafter, connection work with a gas pipe piped to the building is performed.

宅地内に引込んだ支管100と建物配管を接続する際、ガスの支管100が図14(a)に示されるように、約1,000mm(1m)ほど宅地内に引き込まれていれば、スクイズを行うためのスペースを確保できることから、宅地内で建物配管との接続工事を行うことが可能であり、公道を掘削する必要はない。公道の掘削は関係各所との調整や、掘削後の再舗装といった作業手間が必要であり、工期が延びる一因となるため、出来るだけ回避することが望まれる。   When connecting the branch pipe 100 drawn into the residential land and the building piping, as shown in FIG. 14A, if the gas branch pipe 100 is drawn into the residential land by about 1,000 mm (1 m), the squeeze Since it is possible to secure a space for performing construction, it is possible to perform connection work with building piping in the residential land, and there is no need to excavate public roads. Excavation of public roads requires adjustments with relevant places and re-paving after excavation, which contributes to the extension of the construction period, so it is desirable to avoid it as much as possible.

既存の建物があるような場合は、建物配管と接続されていたガス支管を宅地内に残した状態で、古い建物を取り壊したりすることが多い。その際、ガス支管は前述した宅地造成を行う場合と同様、切断した端部にキャップを被せて閉塞しておくが、その後に建物配管との再接続作業を行うには、ある程度余裕を持った寸法で宅地内に残しておくことが、公道の掘削を不要にするための前提条件となる。   When there is an existing building, the old building is often demolished with the gas branch pipe connected to the building piping remaining in the residential land. At that time, the gas branch pipe is closed with a cap on the cut end as in the case of the residential land creation described above, but there is some allowance for reconnecting with the building piping after that. It is a precondition for eliminating the need for excavation of public roads to leave the dimensions in the residential land.

つまり、図14(c)に示されるように、宅地内に引き込まれている支管110の管長が、例えば約0.4mと余裕がない場合は、スクイズのスペースを確保する必要上、公道の掘削を余儀なくされ、コスト上昇、工期遅延の原因となる。   That is, as shown in FIG. 14 (c), when the length of the branch pipe 110 drawn into the residential land is not enough, for example, about 0.4 m, it is necessary to secure a squeeze space and excavate the public road. Forced to increase costs and delay construction schedules.

従来、このような課題に対応するために、特開2008−281070号公報記載の管閉塞具が知られる。同公報記載の管閉塞具は、略円筒状に形成されたシール部、このシール部の一端に当接する鍔部を備えた支持棒、シール部の他端側を圧縮する付勢手段等を具備して構成されている。   Conventionally, a tube obturator described in Japanese Patent Application Laid-Open No. 2008-281070 is known in order to cope with such a problem. The tube obturator described in the publication includes a seal portion formed in a substantially cylindrical shape, a support rod provided with a flange portion that comes into contact with one end of the seal portion, a biasing means for compressing the other end side of the seal portion, and the like. Configured.

この公報によれば、建物配管との接続は、宅地内に埋設されたガス管にソケット継手を介して連絡管を連結後、支管内の管閉塞具を引き出して連結管まで移動させ、その後、連結管をソケット継手と管閉塞具との間でスクイズし、この状態で管閉塞具を連結管より抜き出したのち、該連結管にソケット継手を介して建物配管を接続することにより行われ、接続後、前記スクイズの解除を行うようにしてあり、宅地内のガス支管の管長に余裕がなくても、管閉塞具を宅地の境界付近よりも宅地側のガス管に挿入して設置しておくことにより、建物配管と接続する際、宅地側だけで作業を行うことが可能であり、公道を掘削する必要がないとともに、住宅建築などの作業計画を自由に立案することができるとされている。   According to this publication, the connection with the building pipe is connected to the gas pipe embedded in the residential land via the socket joint, and then the pipe obturator in the branch pipe is pulled out and moved to the connecting pipe. The connection pipe is squeezed between the socket joint and the pipe obturator, and in this state, the pipe obturator is pulled out from the connection pipe, and then the building pipe is connected to the connection pipe via the socket joint. After that, the squeeze is released, and even if there is no room in the length of the gas branch pipe in the residential land, the tube obturator is inserted and installed in the gas pipe on the residential land side from the vicinity of the boundary of the residential land. Therefore, when connecting to building piping, it is possible to work only on the residential land side, there is no need to excavate public roads, and it is said that work plans such as housing construction can be made freely .

特開2008−281070号公報JP 2008-281070 A

前述したように、図14(a)におけるガス支管100の宅地内への引込み量は、あくまでポリエチレン管のスクイズに必要な長さや、建物配管との接続工事に必要な長さを考慮して決定される。宅地内への引込み量が多いと、後に行われる建物の建築工事や外構工事等を行う際に、ガス支管100を折損する可能性が高くなるという課題があった。このため、宅地内へのガス支管100の引き込みは、出来うる限り短く最小限度とすることが望まれる。逆に宅地内への引込み量が少ないと、前述するように宅地内だけでの作業が困難で、公道の掘削を余儀なくされ、コスト上昇、工期遅延の原因となる。   As described above, the drawing amount of the gas branch pipe 100 in the residential land in FIG. 14A is determined in consideration of the length necessary for squeezing the polyethylene pipe and the length necessary for the construction work with the building pipe. Is done. When the amount of drawing into the residential land is large, there is a problem that there is a high possibility that the gas branch pipe 100 will be broken when a building construction or exterior construction work to be performed later is performed. For this reason, it is desirable that the pulling of the gas branch pipe 100 into the residential land should be as short and as possible as possible. On the other hand, if the amount of drawing into the residential land is small, it is difficult to work only in the residential land as described above, and the public road must be excavated, resulting in cost increase and construction delay.

また、既存の建物を取り壊し、配管と共に撤去する場合は、ガス支管を宅地内から完全に撤去するのではなく、宅地内に必要な長さだけ残存させて、将来の建物建設時に公道の掘削工事を行わずに済むようにしておくことが、再接続時のコスト削減や工期短縮に繋がり好ましい。   In addition, when demolishing an existing building and removing it with piping, the gas branch pipe is not removed completely from the residential area, but only the required length remains in the residential area, and public road excavation work is performed when constructing a future building. It is preferable not to perform the process, because it leads to cost reduction at the time of reconnection and shortening of the work period.

さらに、前述した特開2008−281070号公報記載の管閉塞具の場合、ガス支管にソケット継手を介し連結管を接続後、該連結管をスクイズする必要があることから、作業手間が余計にかかるとともに、管閉塞具自体の構造が複雑であるという問題があった   Furthermore, in the case of the tube closure described in the above-mentioned Japanese Patent Application Laid-Open No. 2008-281070, it is necessary to squeeze the connection pipe after connecting the connection pipe to the gas branch pipe via a socket joint. In addition, there was a problem that the structure of the tube obturator itself was complicated

本発明は、このような諸事情に対処するために提案されたものであって、その第1の目的は、住宅建築に先立って宅地内に埋設されるガス支管の管長を出来るだけ短くし、また既設の建物配管を撤去する際も、宅地内に引込んで埋設されるガス支管を再利用可能な長さにできるだけ短くすることが可能であるとともに、建物配管との接続工事に際しても公道での掘削作業等を不要とし、建物配管との接続工事を迅速かつ安全に行うことが可能な前記支管管端部を閉塞するための施工方法及び該方法で用いる装置を提供することにある。   The present invention has been proposed to deal with such various situations, and its first object is to shorten the length of the gas branch pipe embedded in the residential land as much as possible prior to residential construction, In addition, when removing existing building piping, it is possible to shorten the gas branch pipe that is drawn into the residential land to a reusable length as much as possible, and when connecting to the building piping, An object of the present invention is to provide a construction method for closing the branch pipe end and an apparatus used in the method, which can eliminate the need for excavation work and can quickly and safely perform connection work with building piping.

第2の目的は、宅地内に引込まれるガス支管の口径が異なっていても簡易かつ安価に対処できるような支管管端部を閉塞するための施工方法及び該方法で用いる装置を提供することにあり、
第3の目的は、閉塞されたガス支管と建物配管との接続工事をガス洩れを生じさせることなく迅速かつ安全に行うことが可能な接続方法及び装置を提供するものである。
The second object is to provide a construction method for closing the branch pipe end that can be easily and inexpensively handled even if the diameter of the gas branch pipe drawn into the residential land is different, and an apparatus used in the method. And
A third object is to provide a connection method and apparatus capable of quickly and safely performing connection work between a closed gas branch pipe and a building pipe without causing gas leakage.

請求項1記載の発明は、前記第1の目的を達成するための施工方法に関するもので、公道に埋設され、流体が流通する本管より分岐し、宅地内に引き込んで埋設される支管の管端部を閉塞する方法であって、前記支管の管端部に流体の流通を遮断する閉止壁を備えた熱可塑性樹脂製の閉塞継手を連結することを特徴とする。   The invention according to claim 1 relates to a construction method for achieving the first object, and is a branch pipe buried in a public road, branched from a main pipe through which fluid flows, and drawn into a residential land. A method for closing the end portion is characterized in that a closed joint made of a thermoplastic resin having a closing wall for blocking the flow of fluid is connected to the pipe end portion of the branch pipe.

請求項2記載の発明は、請求項1記載の発明で用いる装置であって、宅地内に引込んで埋設される支管の管端部に連結される熱可塑性樹脂製の閉塞継手よりなり、該閉塞継手には、流体の流通を遮断する閉止壁が一体形成されることを特徴とする。   The invention according to claim 2 is an apparatus used in the invention according to claim 1, comprising a closure joint made of a thermoplastic resin connected to a pipe end portion of a branch pipe which is drawn into a residential land and embedded therein. The joint is integrally formed with a closing wall that blocks the flow of fluid.

請求項3記載の発明は、前記第2の目的を達成するための施工方法に関するもので、公道に埋設され、流体が流通する本管より分岐し、宅地内に引込んで埋設される支管の管端部を閉塞する方法であって、流体の流通を遮断する閉止壁を備えた熱可塑性樹脂製の閉塞管を前記支管にソケット継手又はエルボ継手を介して接続することを特徴とする。   The invention according to claim 3 relates to a construction method for achieving the second object, and is a branch pipe buried in a public road, branched from a main pipe through which fluid flows, and drawn into a residential land. A method of closing an end portion, wherein a closing tube made of a thermoplastic resin having a closing wall that blocks the flow of fluid is connected to the branch pipe via a socket joint or an elbow joint.

請求項4記載の発明は、請求項3記載の発明で用いる装置であって、一側に前記支管の管端部が挿入して接続される熱可塑性樹脂製のソケット継手又はエルボ継手と、該ソケット継手又はエルボ継手の他側に挿入して接続され、流体の流通を遮断する閉止壁を備えた熱可塑性樹脂製の閉塞管よりなることを特徴とする。   Invention of Claim 4 is an apparatus used by invention of Claim 3, Comprising: The socket joint or elbow joint made from a thermoplastic resin to which the pipe end part of the said branch pipe is inserted and connected to one side, It is formed by a thermoplastic resin closing tube provided with a closing wall that is inserted and connected to the other side of the socket joint or elbow joint and blocks the flow of fluid.

請求項5記載の発明は、前記第3の目的を達成するための建物配管との接続方法に関するもので、請求項1記載の発明の閉塞継手、又は請求項3記載の発明の閉塞管に建物配管を接続する方法であって、分岐継手を前記閉塞継手又は閉塞管に接続する工程と、前記分岐継手に建物配管を接続する工程と、前記分岐継手に切断工具を通して前記閉塞継手又は閉塞管の閉止壁を切断する工程と、閉止壁を切断した切断工具を後退させ、前記支管から流体を分岐継手を介し建物配管に流通可能にした状態で分岐継手の切断工具が通される通路より流体が流出するのを防止する工程とを有することを特徴とする。   The invention according to claim 5 relates to a connection method with a building pipe for achieving the third object, wherein the obstruction joint of the invention of claim 1 or the obstruction pipe of the invention of claim 3 is attached to a building. A method of connecting pipes, the step of connecting a branch joint to the block joint or block pipe, the step of connecting a building pipe to the branch joint, and the block joint or block pipe through the branch joint through a cutting tool. The step of cutting the closing wall and the passage through which the cutting tool of the branch joint is passed in the state where the cutting tool that cut the closing wall is retracted and fluid can flow from the branch pipe to the building piping through the branch joint. And a step of preventing outflow.

請求項6記載の発明は、請求項5記載の発明で用いる装置であって、前記閉塞継手又は閉塞管に接続されると共に、建物配管に接続される分岐継手と、該分岐継手に設けられる通路に進退可能に挿入され、前記閉塞継手又は閉塞管の閉止壁を切断するための切断工具と、前記通路を塞ぐ閉塞手段とを有することを特徴とする。   Invention of Claim 6 is an apparatus used by invention of Claim 5, Comprising: While being connected to the said obstruction | occlusion joint or an obstruction pipe, the branch joint connected to building piping, and the channel | path provided in this branch joint And a cutting tool for cutting the closing wall of the closing joint or closing tube, and closing means for closing the passage.

本発明によれば、宅地内で建築工事を行うに際し、支管のスクイズ作業が不要となる結果、宅地内への支管の引き込み長さを短縮できると共に、建物配管の施工工事に要する作業量を低減することが可能となる。また支管の引込み長さを短くできることにより、建物の建築工事や外構工事など、他の工事の際に、支管を折損させる確率を大幅に低減することができ、建築工事の工期短縮、建築物の設計の自由度が高まるといった効果を奏する。   According to the present invention, when the construction work is performed in the residential land, the squeeze work of the branch pipe becomes unnecessary. As a result, the pull-in length of the branch pipe into the residential land can be shortened and the amount of work required for the construction work of the building pipe is reduced. It becomes possible to do. In addition, the shortening of the pull-in length of the branch pipes can greatly reduce the probability of breaking the branch pipes during other constructions such as building construction and exterior construction, shortening the construction period, building There is an effect that the degree of freedom of design increases.

支管に閉塞継手を接続する際、支管の口径が異なると、閉塞継手には支管の口径に適合したサイズのソケット部を有する継手を用いる必要がある。左右両側のソケット部のうち、支管が差込まれる一方のソケット部のみ口径が異なる異径の閉塞継手を用いれば、該閉塞継手に連結される分岐継手には、支管の口径が変わっても同じ継手を用いることができるが、閉塞継手に関しては、閉止壁を備えた特殊な構造の継手を支管のサイズに応じて複数種容易せねばならない。この点、請求項3及び4記載の発明のように、ソケット継手又はエルボ継手に異径の継手を用い、閉塞管を異形のソケット継手又はエルボ継手に接続させるようにすれば、ソケット継手又はエルボ継手に既存の異径ソケット継手又はエルボ継手を使用でき、閉塞管には管の一端を閉止壁、例えば蓋により固定して閉じた盲管を用いるだけでよく、その製作は容易で、閉止壁を備えた特殊構造の継手を製作するよりも簡易かつ安価に対処することが可能となる。   When connecting a closed joint to a branch pipe, if the diameter of the branch pipe is different, it is necessary to use a joint having a socket portion of a size suitable for the diameter of the branch pipe. Of the socket parts on both the left and right sides, if a closed joint with a different diameter is used for only one socket part into which the branch pipe is inserted, the branch joint connected to the closed joint is the same even if the diameter of the branch pipe changes. A joint can be used, but for a closed joint, a plurality of types of joints with a special structure having a closed wall must be facilitated according to the size of the branch pipe. In this regard, as in the inventions of claims 3 and 4, if a joint with a different diameter is used for the socket joint or the elbow joint and the closing pipe is connected to the socket joint or elbow joint with a different shape, the socket joint or elbow Existing joints with different diameter sockets or elbow joints can be used for the joints, and the closed pipes need only be closed walls, for example, blind pipes that are closed with a lid, and are easy to manufacture. It is possible to deal with it more easily and cheaply than manufacturing a joint with a special structure provided with

また分岐継手を用い、該分岐継手に通した切断工具を進退させることにより閉塞継手又は閉塞管の閉止壁の切断が可能で、切断工具が進退する通路を切断工具で塞いでシールできるようにすれば、前記通路からの流体の洩れを防止することが可能であり、建物配管の接続も迅速かつ安全に行うことが可能となる。   In addition, by using a branch joint and moving the cutting tool passed through the branch joint forward and backward, it is possible to cut the closing wall of the closing joint or closing pipe, and the passage through which the cutting tool advances and closes can be blocked by the cutting tool and sealed. Thus, fluid leakage from the passage can be prevented, and building piping can be connected quickly and safely.

本発明の一実施形態に係る閉塞継手の正面図。The front view of the closure joint concerning one embodiment of the present invention. 図1のII−II線における断面図。Sectional drawing in the II-II line of FIG. 図1に示す閉塞継手の左及び右側面図。The left and right view of the obstruction joint shown in FIG. 支管に接続した閉塞継手の断面図。Sectional drawing of the obstruction | occlusion joint connected to the branch pipe. 支管に接続した別の態様の閉塞継手の断面図。Sectional drawing of the obstruction | occlusion joint of another aspect connected to the branch pipe. 閉塞継手にサービスチー継手を接続する際の作業手順を示す図。The figure which shows the operation | work procedure at the time of connecting a service Q joint to a closure joint. 閉塞継手にサービスチー継手を接続後の作業手順を示す図。The figure which shows the operation | work procedure after connecting a service Q joint to a closure joint. 閉塞継手にサービスチー継手を介して建物配管を接続した状態を示す概略図。Schematic which shows the state which connected building piping to the obstruction joint via the service chi joint. 道路側(公道)より宅地内まで埋設され、閉塞継手を取付けた支管の概略図。Schematic of a branch pipe that is buried from the road side (public road) to the residential land and has a closed joint. 支管に異径のソケット継手を介して閉塞管を取付けた態様を示す図。The figure which shows the aspect which attached the obstruction pipe to the branch pipe via the socket joint of a different diameter. 閉塞管にサービスチー継手を連結した態様を示す図。The figure which shows the aspect which connected the service Q joint to the obstruction pipe. 支管に異径のエルボ継手を介して閉塞管を取付けた態様を示す図。The figure which shows the aspect which attached the obstruction pipe to the branch pipe via the elbow joint of a different diameter. 閉塞管にサービスチー継手を連結した態様を示す図。The figure which shows the aspect which connected the service Q joint to the obstruction pipe. 道路側(公道)より宅地内まで引き込んで埋設される支管の従来工法を示す概略図。Schematic which shows the conventional construction method of the branch pipe which is drawn in from the road side (public road) to the residential land and embeds.

以下、宅地内に引込んで埋設されるガス支管管端部を閉塞するための施工方法及び該方法で用いる装置を構成する閉塞継手に関する実施形態について、添付図面を参照して説明する。
図1は、本発明の一実施形態に係る閉塞継手の平面図、図2は図1のII−II線における断面図、図3は閉塞継手の左右の各側面図、図4は流体配管であるガス管の支管を、本実施形態の閉塞継手に接続した状態を示す断面図である。
DESCRIPTION OF EMBODIMENTS Embodiments relating to a construction method for closing a gas branch pipe end portion that is drawn into a residential land and embedded therein and a closure joint constituting an apparatus used in the method will be described below with reference to the accompanying drawings.
1 is a plan view of a closure joint according to an embodiment of the present invention, FIG. 2 is a cross-sectional view taken along line II-II in FIG. 1, FIG. 3 is a left and right side view of the closure joint, and FIG. It is sectional drawing which shows the state which connected the branch pipe of a certain gas pipe to the obstruction | occlusion joint of this embodiment.

前記閉塞継手10は、熱可塑性樹脂のポリオレフィン、好ましくはポリエチレンを素材としてパイプ状に形成され、その一方側にソケット部10A、他方側にソケット部10Aと連通する接続管部10Bを有し、該接続管部10Bには内部に、図2に示されるように閉止壁16が一体形成されている。   The closure joint 10 is formed into a pipe shape from a thermoplastic resin, preferably polyethylene, and has a socket 10A on one side and a connecting pipe 10B communicating with the socket 10A on the other side. As shown in FIG. 2, a closing wall 16 is integrally formed in the connecting pipe portion 10B.

図2及び図4に示されるように、ソケット部10Aの内周面には電熱線12が内蔵され、ソケット部10Aに設けられた一対のターミナル11A,11Bから電圧を印加することにより、電熱線12によってソケット部10Aの内周面を加熱し、ソケット部10Aに挿入された熱可塑性樹脂としてのポリオレフィン、好ましくはポリエチレン製の支管50をソケット部10Aに対して融着接合(いわゆるエレクトロフュージョンEF結合)するようになっている。
また、ソケット部10Aの内側には、その内径L1よりもやや拡径された凹部10Cが内周壁に沿って形成されているとともに、この凹部10Cに気密保持のためのシール用のOリング14が配設されている。
As shown in FIGS. 2 and 4, a heating wire 12 is built in the inner peripheral surface of the socket portion 10A, and a heating wire is applied by applying a voltage from a pair of terminals 11A and 11B provided in the socket portion 10A. 12, the inner peripheral surface of the socket portion 10A is heated, and a polyolefin, preferably polyethylene, branch pipe 50 inserted into the socket portion 10A is fusion bonded to the socket portion 10A (so-called electrofusion EF bonding). ).
Further, a concave portion 10C having a diameter slightly larger than the inner diameter L1 is formed along the inner peripheral wall on the inner side of the socket portion 10A, and a sealing O-ring 14 for maintaining airtightness is formed in the concave portion 10C. It is arranged.

図4に示されるように、ソケット部10Aに支管50が挿入されると、支管50の端部50Aの全周はOリング14の内側に嵌め込まれるようにして密着し、これによって、ソケット部10Aの内周壁面との間がシールされ、気密を保持する。このため、融着接合に際しては仮に支管50に都市ガスが流通していたとしても、熱の加わるソケット部10Aの内周壁面はガスの雰囲気に曝されることがなく、安全に支管50を継ぎ手10に接続することが可能である。ここでの融着接合に際しては、融着部の清掃、切削、作業後の検査を十分に行い、接合部からガス漏れが生じないようにする。   As shown in FIG. 4, when the branch pipe 50 is inserted into the socket portion 10A, the entire circumference of the end portion 50A of the branch pipe 50 is in close contact with the inner side of the O-ring 14, and thereby the socket portion 10A. The space between the inner wall and the inner wall is sealed to maintain airtightness. For this reason, even if city gas circulates through the branch pipe 50 at the time of fusion bonding, the inner peripheral wall surface of the socket portion 10A to which heat is applied is not exposed to the gas atmosphere, and the branch pipe 50 can be safely connected to the joint. 10 can be connected. At the time of fusion bonding here, the fusion part is sufficiently cleaned, cut, and inspected after work so that no gas leaks from the joint.

図1〜図4に示されるように、接続管部10Bの内径L2は、ソケット部10Aの内径L1よりも小さく形成されているとともに、ソケット部10Aの反対側の部分にガスの流通を遮断する閉止壁16が設けられている。この閉止壁16は図示する例においては、接続管部10Bの端部に形成されているが、接続管部10Bの中央や反対側の端部、更には電熱線12による溶融を生じない限度まで電熱線12に近付けて設けることもできる。前記接続管部10Bには、後述する例えばサービスチー継手やT形のチーズ継手等の分岐継手、或いはソケット継手やエルボ継手などの継手が接続される。   As shown in FIG. 1 to FIG. 4, the inner diameter L2 of the connecting pipe portion 10B is formed smaller than the inner diameter L1 of the socket portion 10A, and blocks the gas flow to the opposite side of the socket portion 10A. A closing wall 16 is provided. In the illustrated example, the closing wall 16 is formed at the end of the connecting pipe portion 10B, but the center of the connecting pipe portion 10B and the opposite end, and further up to a limit that does not cause melting by the heating wire 12. It can also be provided close to the heating wire 12. For example, a later-described branch joint such as a service tee joint or a T-shaped cheese joint, or a joint such as a socket joint or an elbow joint is connected to the connection pipe portion 10B.

図4に示される状態では、閉塞継手10のソケット部10Aに支管50が前述した融着接合により接続された状態で土中に埋設されるが、この際、接続管部10Bに図示しない保護キャップを被せて、接続管部10Bをカバーして汚れないようにしておくのが望ましい。   In the state shown in FIG. 4, the branch pipe 50 is buried in the soil in a state where the branch pipe 50 is connected to the socket part 10 </ b> A of the closing joint 10 by the above-described fusion bonding. It is desirable to cover the connecting pipe portion 10B so as not to get dirty.

このように構成したことにより、本実施形態の閉塞継手10を使用した場合は、建物配管との接続工事の際、従来必要だった支管50を閉塞するスクイズ作業が不要となる。この結果、建物配管を接続するために必要な宅地内での管長を短くすることができるので、宅地内へ埋設される支管50の引込み量を、大幅に短縮することが可能である。このため、外構工事や建築工事を行う場合に、支管50を折損する確率を大幅に低減することができる。   With this configuration, when the closure joint 10 according to the present embodiment is used, a squeeze operation for closing the branch pipe 50 that has been required in the past is not required in connection work with building piping. As a result, the pipe length in the residential land necessary for connecting the building piping can be shortened, so that the pull-in amount of the branch pipe 50 embedded in the residential land can be significantly reduced. For this reason, when performing exterior construction or building construction, the probability of breaking the branch pipe 50 can be greatly reduced.

更に、本実施形態の閉塞取出継ぎ手10はソケット部10Aと、連通する接続管部10Bとが直管状に形成され、土中に埋設した状態で突起物が実質的にないことから、建築等の工事を行う場合に損傷の確率を低減し、折損を未然に防止することが可能となる。また、建物配管と接続工事を行う際、従来のように、支管50をスクイズして切断する切り詰め作業も不要となることから、ガスの漏洩を完全に無くし、安全に作業ができると共に新設配管設置に要する作業量を低減することができる。   Furthermore, since the obstruction take-off joint 10 of the present embodiment has a socket portion 10A and a connecting pipe portion 10B that communicate with each other in a straight tube shape and is substantially free of protrusions when embedded in the soil, When performing construction, it is possible to reduce the probability of damage and prevent breakage. In addition, when connecting with building piping, it is no longer necessary to squeeze and cut the branch pipe 50 as in the conventional case. This eliminates gas leakage completely and allows safe operation and installation of new piping. The amount of work required for this can be reduced.

以上述べた閉塞継手10は、ソケット部10Aと接続管部10Bとが直線状に形成された直管タイプのソケット継手であるが、これに限らずソケット部を左右両側に有るソケット継手、或いはソケット部と接続管部又は両側のソケット部がL字状に形成されたエルボ継手など、支管50が接続されるソケット部10Aと接続管部10B、又はソケット部を両側に具備している限り、どのような継手であってもよい。つまり、本発明の閉塞継手は、支管50に接続されるソケット部と、建物配管に接続される接続管部又はソケット部とを具備し、且つ管路内に流体の流通を遮断する閉止壁16が設けられていれば、その形状及び構造は問わない。   The above-described closing joint 10 is a straight pipe type socket joint in which the socket portion 10A and the connecting pipe portion 10B are formed in a straight line, but is not limited to this, and a socket joint having socket portions on both the left and right sides, or a socket As long as it has the socket part 10A and the connecting pipe part 10B to which the branch pipe 50 is connected, or the socket part on both sides, such as an elbow joint in which the socket part on both sides and the socket part on both sides are formed in an L shape Such a joint may be used. That is, the closure joint of the present invention includes a socket part connected to the branch pipe 50 and a connection pipe part or socket part connected to the building pipe, and the closed wall 16 that blocks the flow of fluid in the pipe line. If it is provided, the shape and structure are not limited.

図5は、前述の閉塞継手10について、その構成に付いて一部変更を行った継手32を示した断面図である。同図に示されるように、閉塞継手32には、ソケット部32Aと接続管部32Bとの間の接続管部32Bの根元に環状部材としてのOリング34を取り付けている。接続管部32Bに前述する保護キャップを被せたとき、保護キャップの内周面と、Oリング34とが密着することによりシールされて気密が維持される。また、接続管部32Bにサービスチー継手などの分岐継手を接続した場合も同様の効果を奏する。ここで、前述の閉塞継手10と同じ構造部分については、同一の符号を付している。   FIG. 5 is a cross-sectional view showing a joint 32 in which the above-described closure joint 10 is partially changed with respect to its configuration. As shown in the drawing, an O-ring 34 as an annular member is attached to the closure joint 32 at the root of the connection pipe part 32B between the socket part 32A and the connection pipe part 32B. When the connecting cap 32B is covered with the above-described protective cap, the inner peripheral surface of the protective cap and the O-ring 34 are in close contact with each other to be sealed and airtight. Further, the same effect can be obtained when a branch joint such as a service tee joint is connected to the connection pipe portion 32B. Here, the same reference numerals are given to the same structural portions as those of the aforementioned closed joint 10.

次に、本実施形態の閉塞継手10を使用して建物配管を接続する場合の工程について説明する。図6は本実施形態の閉塞継手10の接続管部10Bに、分岐継手としてのサービスチー継手20を接続する際の手順を示した図、図7はサービスチー継手20の胴部20Cを通して切断工具であるタッピング用工具26により閉止板16を切断するときの手順を示した図、図8は閉塞継手にサービスチー継手を用いて建物配管を接続するときの概略図である。   Next, the process in the case of connecting building piping using the closure joint 10 of this embodiment is demonstrated. FIG. 6 is a diagram showing a procedure for connecting the service tee joint 20 as a branch joint to the connecting pipe portion 10B of the closure joint 10 of the present embodiment, and FIG. 7 is a cutting tool through the trunk portion 20C of the service tee joint 20. FIG. 8 is a schematic view when a building pipe is connected to a closing joint using a service Q joint.

図4に示されるように、宅地内に引込まれた支管50は、閉塞継手10によって閉塞状態が保持されているが、この支管50にサービスチー継手を接続して建物配管と接続する場合は以下のように工事が進められる。   As shown in FIG. 4, the branch pipe 50 drawn into the residential land is kept closed by the closure joint 10, and when the service pipe joint is connected to the branch pipe 50 and connected to the building pipe, Construction will proceed as follows.

サービスチー継手20は閉塞継手10の接続配管10Bに差込まれる接続口20Aと、その反対側に外周をネジとしたネジ部20Bを備えた胴部20Cと、該胴部20Cと直交して胴部20Cより分岐し、後述の建物配管と接続されるスピゴット20Dよりなり、前記接続口20Aは閉塞継手10のソケット部10Aと同様、内周面に電熱線(図示しない)が内蔵され、ターミナル22A、22Bから電圧を印加することにより、電熱線により接続口20Aの内周面を加熱し、図6(a)、(b)に示されるように、サービスチー継手20の接続口20Aと、該接続口20Aに挿入された閉塞継手10の接続管部10Bとが融着接合されるようになっている。   The service tee joint 20 includes a connection port 20A to be inserted into the connection pipe 10B of the closing joint 10, a trunk portion 20C having a screw portion 20B having a thread on the opposite side, and a trunk portion orthogonal to the trunk portion 20C. The spigot 20D branches off from the section 20C and is connected to a building pipe, which will be described later. The connection port 20A has a heating wire (not shown) built in the inner peripheral surface thereof, like the socket section 10A of the closure joint 10, and a terminal 22A. , 22B to heat the inner peripheral surface of the connection port 20A with a heating wire, and as shown in FIGS. 6A and 6B, the connection port 20A of the service joint 20 and the The connection pipe portion 10B of the closing joint 10 inserted into the connection port 20A is fusion bonded.

接続口20Aと反対側のネジ部20Bには、開け閉め可能なキャップ24が捩込まれており、図7(a)に示されるように、サービスチー継手20と継手10との融着接合後、キャップ24が取外され、その後、図7(b)に示すように、タッピング用工具26がネジ部20Bに取付けられる。   A cap 24 that can be opened and closed is screwed into the screw portion 20B on the side opposite to the connection port 20A. After the fusion bonding of the service Q joint 20 and the joint 10 as shown in FIG. The cap 24 is removed, and then the tapping tool 26 is attached to the screw portion 20B as shown in FIG. 7B.

前記タッピング用工具26は、図7(b)に示されるように、サービスチー継手20のネジ部20Bの外周に捩じ込んで取付けられ、ハンドル26Aの操作により回転するネジ棒26Bが前記工具26の軸線上に捩込んで取付けてある。管状をなすネジ部20Bの内部には、タッピング用工具26と共に切断工具を構成するカッター21(図7(b)参照)が装着され、該カッター21は、円板状で、接続口20Aを向く側面には、前記閉止壁16と同一径をなす周縁に前記閉止壁16を切断するための刃を全周に渡って突設している。ネジ部20Bに内蔵された前記カッター21はまた、ネジ部20B内の管状の通路をネジ部20B内周面に密着して通路を閉塞した状態で進退できるようになっており、通路を閉塞する閉塞手段となって、ネジ部20Bからガス洩れを生じさせないようにしている。   As shown in FIG. 7B, the tapping tool 26 is screwed onto the outer periphery of the screw portion 20B of the service tee joint 20, and a screw rod 26B that is rotated by the operation of the handle 26A is attached to the tool 26. It is screwed onto the axis line. A cutter 21 (see FIG. 7B) that constitutes a cutting tool together with a tapping tool 26 is mounted inside the tubular screw portion 20B, and the cutter 21 is disk-shaped and faces the connection port 20A. On the side surface, a blade for cutting the closing wall 16 is provided over the entire circumference at the periphery having the same diameter as the closing wall 16. The cutter 21 incorporated in the screw portion 20B can also advance and retreat in a state where the tubular passage in the screw portion 20B is in close contact with the inner peripheral surface of the screw portion 20B and the passage is closed, thereby closing the passage. As a closing means, gas leakage from the screw portion 20B is prevented.

ネジ部20Bの外周に図7(b)に示されるようにタッピング用工具26を取付けたのち、ハンドル26Aの回動操作によりネジ棒26Bを捩込んでネジ棒先端をカッター21の軸心に捩じ込み連結する。連結後なおもハンドル26Aを回動操作してネジ棒26Bの捩じ込みを続け、カッター21を閉止壁16まで押込んで、押切り又は回し切り、或いは両者の組合わせにより閉止壁16の切断を行う。閉止壁16が切断されると、支管50の閉塞状態が解除され、支管50からガスがサービスチー継手20まで流通可能な状態となる。   After the tapping tool 26 is attached to the outer periphery of the screw portion 20B as shown in FIG. 7B, the screw rod 26B is screwed by rotating the handle 26A and the tip of the screw rod is screwed to the axis of the cutter 21. Connect it together. After the connection, the handle 26A is still rotated and the screw rod 26B is continuously screwed in. The cutter 21 is pushed into the closing wall 16, and the cutting wall 16 is cut or turned or a combination of the two is used to cut the closing wall 16. Do. When the closing wall 16 is cut, the closed state of the branch pipe 50 is released, and the gas can flow from the branch pipe 50 to the service joint 20.

その後、ハンドル26Aを逆回転させ、ネジ棒26Bをカッター21と共に後退させてネジ部20Bの通路に達したカッター21でネジ部20Bの通路を閉塞する。ネジ部20Bがカッター21で閉塞され、シールされた状態でハンド操作によりネジ棒26Bをカッター21より取外し、ついで工具26をネジ部20Bより取外したのち、キャップ24をネジ部20Bに捩じ込んで取付ける。   Thereafter, the handle 26A is rotated in the reverse direction, the screw rod 26B is moved back together with the cutter 21, and the passage of the screw portion 20B is closed with the cutter 21 that has reached the passage of the screw portion 20B. After the screw portion 20B is closed and sealed with the cutter 21, the screw rod 26B is removed from the cutter 21 by hand operation, and then the tool 26 is removed from the screw portion 20B, and then the cap 24 is screwed into the screw portion 20B. Install.

カッター21はネジ部20Bに内蔵されたまま埋殺し状態とされるが、前記段落番号(0042)に記載される工程の後にネジ部を含むサービスチー継手20の所要部にシール用のバッグを被せ、ガス漏れを防止した状態でバッグ内に手を入れ、手作業でキャップ24及びカッター21を取外したのち、キャップ24をネジ部20Bに捩じ込んで取付けるようにしてもよい。この場合、キャップ24がネジ部の通路を塞ぐ閉塞手段となる。また取外したカッター21は再使用可能となる。   The cutter 21 is embedded in the screw portion 20B and is buried, but after the step described in the paragraph number (0042), a sealing bag is put on a required portion of the service Q joint 20 including the screw portion. The cap 24 and the cutter 21 may be manually inserted into the bag while preventing gas leakage, and then the cap 24 may be screwed into the screw portion 20B for attachment. In this case, the cap 24 serves as closing means for closing the passage of the screw portion. The removed cutter 21 can be reused.

図8は、図7に示すように閉塞継手10に接続したサービスチー継手20に建物配管を接続するときの態様を示すもので、建物配管の管30がサービスチー継手20のスピゴット20Dにエルボ継手28を介して連結されている。   FIG. 8 shows a mode when building piping is connected to the service joint 20 connected to the closure joint 10 as shown in FIG. 7, and the pipe 30 of the building piping is connected to the spigot 20D of the service joint 20 as an elbow joint. 28 are connected.

前記実施形態では、閉塞継手10は、ソケット部10Aと接続管部10Bが直線状に連結された直管タイプとなっているが、ソケット部10Aと接続管部10Bが曲管タイプのエルボ継手を構成するものであってもよい。   In the embodiment, the closing joint 10 is a straight pipe type in which the socket part 10A and the connecting pipe part 10B are linearly connected, but the socket part 10A and the connecting pipe part 10B are bent pipe type elbow joints. It may be configured.

前記実施形態ではまた、閉塞継手10に連結される分岐継手としてサービスチー継手20を例示したが、サービスチー継手20に代え、例えばソケット部又は接続口を左右両側に備えたT形のチーズ継手を用いることもできる。このチーズ継手の場合、中央に前記サービスチー継手20のネジ部20Bと同様のネジ部を突設し、該ネジ部に前記実施形態と同様にしてタッピング用工具26を取付け、ハンドル操作によりネジ棒24Bを捩込んでネジ部に内蔵のカッターを押込み、閉止壁の切断を前記実施形態と同様に行うようにするとよい。   In the above embodiment, the service tee joint 20 is illustrated as a branch joint connected to the closure joint 10, but instead of the service tee joint 20, for example, a T-shaped cheese joint provided with socket portions or connection ports on both right and left sides is used. It can also be used. In the case of this cheese joint, a threaded portion similar to the threaded portion 20B of the service tee joint 20 is provided in the center, and a tapping tool 26 is attached to the threaded portion in the same manner as in the above embodiment. It is preferable to screw 24B and push a built-in cutter into the threaded portion so as to cut the closing wall in the same manner as in the above embodiment.

図9は、建築前の宅地内に埋設されている本実施形態の閉塞継手10と、都市ガスの支管50との関係を示す概略断面図で、図9(a)は道路側より宅地内に引き込んで埋設される支管、図9(b)は埋設深度が深い地域で使用される支管50を示している。   FIG. 9 is a schematic cross-sectional view showing the relationship between the closed joint 10 of the present embodiment embedded in the residential land before construction and the city gas branch pipe 50, and FIG. 9 (a) is in the residential land from the road side. FIG. 9B shows a branch pipe 50 used in an area where the burial depth is deep.

本実施形態の閉塞継手10を使用した場合は、図9(a)に示されるように、公道側から0.1mほど離した部分に閉塞継手10を埋設しておくことが可能である。また、図9(b)に示されるように、埋設深度が深い場合では、立ち上げた支管54に直接、本実施形態の閉塞継手10を接続して、そのまま埋設しておくことができる。   When the closure joint 10 of this embodiment is used, as shown in FIG. 9A, the closure joint 10 can be embedded in a portion separated by about 0.1 m from the public road side. Further, as shown in FIG. 9B, when the embedment depth is deep, the closure joint 10 of the present embodiment can be directly connected to the raised branch pipe 54 and embedded as it is.

図9(b)に示す支管50は、図示する例では宅地内で上向きに折曲げられているが、折曲げる代わりにエルボ継手を用いることができ、図9(a)に示す閉塞継手10に代えて閉止壁を備えた前述のエルボ継手を用い、支管50を立ち上がらせるようにしてもよい。   Although the branch pipe 50 shown in FIG. 9B is bent upward in the residential land in the illustrated example, an elbow joint can be used instead of bending, and the closure joint 10 shown in FIG. Instead, the above-mentioned elbow joint provided with a closing wall may be used to raise the branch pipe 50.

本実施形態の閉塞継手10によれば、宅地内に埋設される支管の管長を大幅に短縮することが可能で、管長を短縮しても宅地内における新設配管の施工工事を行うに際し、公道などの取付道路の掘削を行う必要がないことから、新設配管の設置工事を容易、且つ迅速に行うことができる。   According to the closure joint 10 of the present embodiment, it is possible to greatly reduce the length of a branch pipe embedded in a residential land, and when performing construction work of a new pipe in the residential land even if the pipe length is shortened, a public road or the like Since it is not necessary to excavate the installation road, installation work for the new pipe can be easily and quickly performed.

また、本実施形態の閉塞継手10によれば、サービスチー継手20を融着接合し、該継手20を介して建物配管を接続後、全体の配管設備の加圧・気密検査を行うことができるが、支管50、閉塞継手10、サービスチー継手20は気密性が高いことから、気密試験の精度向上を図ることが可能となり、これにより、その後の切断作業が安全に行える。   In addition, according to the closure joint 10 of the present embodiment, after the service joint 20 is fusion-bonded and the building pipe is connected via the joint 20, the entire piping facility can be subjected to pressure and airtight inspection. However, since the branch pipe 50, the closing joint 10, and the service tee joint 20 have high airtightness, it is possible to improve the accuracy of the airtightness test, and the subsequent cutting operation can be performed safely.

前記実施形態の閉塞継手10は宅地内に引き込まれた支管50の口径が変わると、それに適合したサイズのソケット部を有する閉塞継手に代えねばならず、支管50の口径に合うソケット部を備えた閉塞継手10を用意しておく必要がある。また、宅地内の状況では支管50にソケット継手以外の継手(例えばエルボ継手)を接続する方が好ましい場合もあり、その場合もそれぞれの形状を備えた閉塞継手10を用意することが望まれる。閉塞継手10は閉止壁16を備えた特殊構造をなすため、口径や形状を変えた閉塞継手の製造には金型から代えていかねばならず、コスト高をもたらす。   When the diameter of the branch pipe 50 drawn into the residential land changes, the closure joint 10 of the embodiment must be replaced with a closure joint having a socket part of a size suitable for the branch pipe 50, and has a socket part that matches the diameter of the branch pipe 50. It is necessary to prepare the closing joint 10. Moreover, in the situation in residential land, it may be preferable to connect a joint (for example, elbow joint) other than the socket joint to the branch pipe 50. In this case, it is desirable to prepare the closure joint 10 having each shape. Since the closure joint 10 has a special structure including the closing wall 16, the production of the closure joint having a different diameter or shape must be replaced with a mold, resulting in high cost.

図10は、前記の支管50と、該支管50に挿入される閉塞継手10のソケット部の口径が異なる問題を解消するための実施形態を示すもので、宅地内に引き込まれた支管50の口径が小さく、前述の閉塞継手10では、そのソケット部10Aに適合できない場合、左右両側のソケット部41A、41Bの口径が異なる異径のソケット継手41のうち、支管50の口径に適合する小さなサイズのソケット部41Aを有するソケット継手41を用い(ソケット部41Bの口径は同じである。したがってソケット部41Aの口径<ソケット部41Bの口径となる)、支管管端部をソケット部41Aに挿入して融着接合後、他方のソケット部41Bに閉塞管42を挿入し、融着接合する。ソケット部41Bに閉塞管42を挿入し、融着接合して一体化したのちに支管管端部をソケット部41Aに挿入して融着接合するようにしてもよい。前記閉塞管42は、ソケット継手41と同材質の短管で、一端には閉止壁として機能する蓋43が固定されて塞がれた盲管構造をなしている。支管50の口径が逆に大きい場合には、支管50の口径に適合するソケット部41Aの口径>ソケット部41Bの口径である異径のソケット継手41が用いられる。因みに、支管50の口径が同じである場合、両側のソケット部の口径が同じである、異径でない標準のソケット継手41又はエルボ継手45と閉塞管42を組み合わせて使用することができる。   FIG. 10 shows an embodiment for solving the problem that the diameters of the branch pipe 50 and the socket part of the closure joint 10 inserted into the branch pipe 50 are different, and the diameter of the branch pipe 50 drawn into the residential land. If the above-mentioned closure joint 10 cannot be adapted to the socket part 10A, the socket joints 41A and 41B on the left and right sides of the socket joints 41 having different diameters are different in size and fit to the diameter of the branch pipe 50. A socket joint 41 having a socket part 41A is used (the diameter of the socket part 41B is the same. Therefore, the diameter of the socket part 41A is smaller than the diameter of the socket part 41B), and the branch pipe end is inserted into the socket part 41A and melted. After the joining, the closing tube 42 is inserted into the other socket part 41B and fusion-bonded. It is also possible to insert the closing tube 42 into the socket portion 41B, and fuse and join together to insert the branch tube end portion into the socket portion 41A for fusion bonding. The closing tube 42 is a short tube made of the same material as the socket joint 41 and has a blind tube structure in which a lid 43 functioning as a closing wall is fixed and closed at one end. On the contrary, when the diameter of the branch pipe 50 is large, a socket joint 41 having a different diameter, that is, the diameter of the socket part 41A that matches the diameter of the branch pipe 50> the diameter of the socket part 41B is used. Incidentally, when the diameter of the branch pipe 50 is the same, the standard socket joint 41 or the elbow joint 45 with the same diameter of the socket parts on both sides and the non-different diameter and the closing pipe 42 can be used in combination.

建物が建設されるまでは、図10に示されるように、閉塞管42にキャップ44を被せた状態で埋設しておく。宅地内で建築が着工され、建物配管の施工工事が行われて閉塞管42との接続工事を行うときには、公道側の宅地を掘り起こして閉塞管42を露出させ、ついで閉塞管42よりキャップ44を取外したのち、該閉塞管42にサービスチー継手20のソケット部20Aを挿入し、融着接合する。その後前記実施形態と同様、キャップ24を取外したサービスチー継手20のネジ部20Bに対し、前記実施形態と同様の切断工具を用い、前記実施形態と同様の手順により閉塞管42の蓋43への切断作業を行う。   Until the building is constructed, as shown in FIG. 10, the closed pipe 42 is embedded with a cap 44 covered. When construction is started in the residential land and construction work for building piping is performed and connection work with the blocking pipe 42 is performed, the residential road on the public road side is dug up to expose the blocking pipe 42, and then the cap 44 is removed from the blocking pipe 42. After the removal, the socket portion 20A of the service tee joint 20 is inserted into the closing tube 42 and fusion-bonded. After that, as in the above embodiment, the same cutting tool as that in the above embodiment is used for the threaded portion 20B of the service tee joint 20 from which the cap 24 has been removed. Perform cutting work.

本実施形態によれば、異径のソケット継手41には既存のソケット継手をそのまま用いることができ、閉塞管42は管の一端に蓋43を例えば接着にて取付けることにより簡易に得ることができる。   According to the present embodiment, the existing socket joint can be used as it is for the socket joint 41 having a different diameter, and the closing pipe 42 can be easily obtained by attaching the lid 43 to one end of the pipe, for example, by bonding. .

ソケット継手41は、前述するように左右のソケット部41A、41Bの口径が異なり、支管50が挿入される一方のソケット部41Aは支管50の口径に対応するサイズとなっているが、他方のソケット部41Bは同じ口径の閉塞管42に適合できるように一定のサイズとなっている。既存の異径ソケット継手では、こうした継手が容易に得られない場合、例えば閉塞管42に左右の管部の口径が異なる段付状の管を用いるか、或いは口径が変化するレジューサ継手を用いるとよい。これによりサービスチー継手20には常に同じサイズのものを用いることが可能となる。   As described above, the socket joint 41 has different diameters of the left and right socket parts 41A and 41B, and one socket part 41A into which the branch pipe 50 is inserted has a size corresponding to the diameter of the branch pipe 50. The portion 41B has a fixed size so that it can be adapted to the closed tube 42 having the same diameter. In the case where such a joint cannot be easily obtained with existing different diameter socket joints, for example, a stepped pipe having different diameters of the left and right pipe parts is used as the closing pipe 42, or a reducer joint having a different diameter is used. Good. As a result, it is possible to always use the service tee joint 20 having the same size.

図12は別の態様を示すもので、前記実施形態のソケット継手41に代えて両側のソケット部の口径が異なる異径のエルボ継手45を用い、前記実施形態のソケット継手41と同様、支管管端部にエルボ継手45の一側のソケット部45Aを挿入して融着接合すると共に、他側のソケット部45Bに閉塞管42を接続後、閉塞管42にキャップ44を被せて建物配管と接続するまで埋設しておく。建物配管と接続する際は、前記実施形態と同様、閉塞管42にサービスチー継手20を接続し(図13)、前記実施形態と同様の手順で閉塞管42の蓋43への切断作業を行う。   FIG. 12 shows another embodiment. Instead of the socket joint 41 of the above-described embodiment, an elbow joint 45 having a different diameter of the socket portions on both sides is used, and the branch pipe is similar to the socket joint 41 of the above-described embodiment. The socket part 45A on one side of the elbow joint 45 is inserted into the end part and fusion-bonded. After the closure pipe 42 is connected to the socket part 45B on the other side, the closure pipe 42 is covered with the cap 44 and connected to the building piping. Keep it buried until When connecting to the building pipe, the service tee joint 20 is connected to the closing pipe 42 (FIG. 13), and the cutting operation of the closing pipe 42 to the lid 43 is performed in the same procedure as in the previous embodiment. .

前記各実施形態では、主に都市ガス用の継ぎ手として使用する場合について説明したが、これに限らず、水道や気体など各種の流体用の継ぎ手と使用可能である。   In each of the above-described embodiments, the case where it is mainly used as a joint for city gas has been described. However, the present invention is not limited to this and can be used with various fluid joints such as water and gas.

本発明は、ガス供給分野や水道事業、或いは住宅設備、給排水などの建築関連設備の事業分野にて利用することが可能である。   The present invention can be used in the gas supply field, the water supply business, or the business field of building-related facilities such as housing facilities and water supply / drainage.

10 32 閉塞継手
10A、32A ソケット部
10B、32B 接続管部
11A、11B ターミナル
12 電熱線
14、34 Oリング
16、36、43 閉止壁
20 サービスチー継手
20A 接続口
20B ネジ部
20C 胴部
20D スピゴット
22A、22B ターミナル
24 キャップ
26 タッピング用工具
30 管
50、52、54 支管
41 ソケット継手
42 閉塞管
45 エルボ継手
10 32 closure joint
10A, 32A Socket part
10B, 32B Connecting pipe part
11A, 11B terminal
12 Heating wire
14, 34 O-ring
16, 36, 43 Closed wall
20 Service Qi fittings
20A connection port
20B Screw part
20C trunk
20D spigot
22A, 22B terminal
24 cap
26 Tapping tool
30 tubes
50, 52, 54 Branch pipe
41 Socket Fitting
42 Occlusion tube
45 Elbow fitting

Claims (6)

公道に埋設され、流体が流通する本管より分岐し、宅地内に引き込んで埋設される支管の管端部を閉塞する施工方法であって、
前記支管の管端部に流体の流通を遮断する閉止壁を備えた熱可塑性樹脂製の閉塞継手を連結することを特徴とする施工方法。
It is a construction method that is buried in a public road, branches off from the main pipe through which the fluid circulates, and closes the pipe end of the branch pipe that is drawn into the residential land and buried,
A construction method characterized by connecting a closed joint made of a thermoplastic resin provided with a closing wall for blocking the flow of fluid to the pipe end of the branch pipe.
請求項1記載の施工方法で用いる装置であって、
宅地内に引込んで埋設される支管の管端部に連結される熱可塑性樹脂製の閉塞継手よりなり、該閉塞継手には、流体の流通を遮断する閉止壁が一体形成されることを特徴とする装置。
An apparatus used in the construction method according to claim 1,
It consists of a closure joint made of thermoplastic resin connected to the pipe end of a branch pipe that is drawn into the residential land and embedded therein, and the closure joint is integrally formed with a closure wall that blocks the flow of fluid. Device to do.
公道に埋設され、流体が流通する本管より分岐し、宅地内に引込んで埋設される支管の管端部を閉塞する方法であって、
流体の流通を遮断する閉止壁を備えた熱可塑性樹脂製の閉塞管を前記支管にソケット継手又はエルボ継手を介して接続することを特徴とする閉塞方法。
A method of burying in a public road, branching off from a main pipe through which fluid flows, and closing a pipe end of a branch pipe that is drawn into a residential land and buried,
A closing method, comprising: connecting a closed pipe made of thermoplastic resin having a closing wall that blocks fluid flow to the branch pipe via a socket joint or an elbow joint.
請求項3記載の施工方法で用いる装置であって、
一側に前記支管の管端部が挿入して接続される熱可塑性樹脂製のソケット継手又はエルボ継手と、該ソケット継手又はエルボ継手の他側に挿入して接続され、流体の流通を遮断する閉止壁を備えた熱可塑性樹脂製の閉塞管よりなることを特徴とする装置。
An apparatus used in the construction method according to claim 3,
A thermoplastic resin socket joint or elbow joint that is inserted and connected to one side of the pipe end of the branch pipe, and is inserted and connected to the other side of the socket joint or elbow joint to block fluid flow. An apparatus comprising an obstructing tube made of a thermoplastic resin having a closing wall.
請求項1記載の閉塞継手、又は請求項3記載の閉塞管に建物配管を接続する方法であって、
分岐継手を前記閉塞継手又は閉塞管に接続する工程と、前記分岐継手に建物配管を接続する工程と、前記分岐継手に切断工具を通して前記閉塞継手又は閉塞管の閉止壁を切断する工程と、閉止壁を切断後、切断工具を後退させ、前記支管から流体を分岐継手を介し建物配管に流通可能にした状態で分岐継手の切断工具が通される通路より流体が流出するのを防止する工程とを有することを特徴とする接続方法。
A method for connecting a building pipe to the closure joint according to claim 1 or the closure pipe according to claim 3,
Connecting a branch joint to the closure joint or the closure pipe, connecting a building pipe to the branch joint, cutting a closing wall of the closure joint or the closure pipe through a cutting tool through the branch joint, and closing A step of retracting the cutting tool after cutting the wall and preventing the fluid from flowing out from a passage through which the cutting tool of the branch joint is passed in a state in which the fluid can flow from the branch pipe to the building piping through the branch joint; A connection method characterized by comprising:
請求項5記載の接続方法で用いる装置であって、
前記閉塞継手又は閉塞管に接続されると共に、建物配管に接続される分岐継手と、該分岐継手に設けられる通路に進退可能に挿入され、前記閉塞継手又は閉塞管の閉止壁を切断するための切断工具と、前記通路を塞ぐ閉塞手段とを有することを特徴とする装置。
An apparatus used in the connection method according to claim 5,
A branch joint that is connected to the block joint or block pipe and connected to a building pipe, and is inserted into a passage provided in the branch joint so as to be able to advance and retreat, and for cutting the blocking wall of the block joint or block pipe An apparatus comprising a cutting tool and a closing means for closing the passage.
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