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JP4416091B2 - Structure of pipe for fluid flow path - Google Patents

Structure of pipe for fluid flow path Download PDF

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JP4416091B2
JP4416091B2 JP2009156611A JP2009156611A JP4416091B2 JP 4416091 B2 JP4416091 B2 JP 4416091B2 JP 2009156611 A JP2009156611 A JP 2009156611A JP 2009156611 A JP2009156611 A JP 2009156611A JP 4416091 B2 JP4416091 B2 JP 4416091B2
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seal
screw
pipe
groove
joint
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JP2010032043A (en
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有喜男 川上
雅和 城戸
要 豊田
幸 小椋
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日本ホーバス株式会社
株式会社オグテック
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Description

この発明は、上下水道や各種用水路などを構成する長尺の流体流路用管体の構造に係り、特に、既設管の内側に設ける更生管に好適なものに関する。
The present invention relates to a structure of a long fluid flow pipe constituting a water and sewage system, various irrigation channels, and the like, and particularly relates to a structure suitable for a rehabilitation pipe provided inside an existing pipe.

更生管は公知であり、例えば土中に埋設された陶管に対して、内部から破壊しつつ新しい更生管を通すものがある(特許文献1参照)。
またこのような更正管として、所定長さの陶器、金属もしくは樹脂製の単位管を複数長さ方向に継ぎ足して必要な長尺管を形成することも公知であり、この場合は隣り合う単位管の長さ方向端部を大径のネジ継ぎ手で接続するようになっているものもある(例えば、特許文献2参照)。
さらに、ジョイントを内周側の肉厚増大部に多条ネジを形成し、かつ接続時の外周を面一の平滑状にしたものもある(例えば、特許文献3参照)。
また、単位管を樹脂製としてその長さ方向両端部の肉厚内に雌雄のジョイント部を設け、接続時に内外周面を面一にしたもの(特許文献4参照)、ネジ継ぎ手式の金属管におけるジョイント部をテーパーネジとし、その一方側の先端をテーパー状突起とし、他方側にこのテーパー状突起が嵌合するテーパー状の凹部を設け、ネジ結合時にテーパー状突起がテーパー状の凹部に嵌合してシール性を高めたもの(特許文献5参照)もある。
Rehabilitation pipes are known. For example, there is a rehabilitation pipe through which a new rehabilitation pipe is passed while being destroyed from the inside (see Patent Document 1).
In addition, as such a correction pipe, it is also known to form a necessary long pipe by adding a plurality of unit pipes made of ceramic, metal or resin of a predetermined length in the length direction. In this case, adjacent unit pipes are used. In some cases, the end portions in the length direction are connected by a large-diameter screw joint (for example, see Patent Document 2).
Furthermore, there is also a joint in which a multi-threaded screw is formed in a thickened portion on the inner peripheral side and the outer periphery at the time of connection is made flush with a flat surface (for example, see Patent Document 3).
In addition, the unit tube is made of resin, and male and male joint portions are provided in the thickness of both end portions in the length direction, and the inner and outer peripheral surfaces are flush when connected (see Patent Document 4), a screw joint type metal tube The joint at the end is a taper screw, the tip of one side is a taper-shaped protrusion, and the other side is provided with a taper-shaped recess to which the taper-shaped protrusion fits, and the taper-shaped protrusion fits into the taper-shaped recess when screwed. There are also those that have improved sealing performance (see Patent Document 5).

特開2001−271966号公報JP 2001-271966 A 特開2004−270828号公報JP 2004-270828 A 特開平10−311028号公報Japanese Patent Laid-Open No. 10-311028 実開平4−124391号公報Japanese Utility Model Publication No. 4-124391 特開平11−82829号公報Japanese Patent Laid-Open No. 11-82829

上記特許文献1のように、既設管を破壊しながら更正管を敷設する方法では作業に手間取るので、工期の短縮並びに施工費用の削減のためには、破壊せずに既設管の中へ更正管をスムーズに挿入できるものが好ましい。
しかし、特許文献2のようにジョイント部が一段外径より大型化していると、上記既設管に内挿しようとすれば、ジョイント部分の径だけ更生管の外径を細くする必要があり、それだけ流量が少なくなるので、このような大径のジョイントをなくして接続時の外周面を面一にすることが求められている。
また、特許文献3のようにジョイント部の外表面を面一にしても内周側に肉厚を増大させると、それだけ流量が減少されるので、このようなジョイントによる狭隘部を形成せずに接続時の内周面も面一にすることが求められている。
ところで、特許文献4及び5は、送油パイプのような高圧に耐えなければならない用途に用いられる金属管の継ぎ手構造に関するものであり、このような用途における継ぎ手においては、接続部のシールを維持するため、溶接したり高圧をかけて摩擦接合する等の配慮が必要になり、大がかりな装置を要するものとなる。
一方、例えば、JIS規格の内圧管5種に要求される程度のシール性能(0.5MPa)のものにとっては上記大がかりな設備や作業によって実現される程の高いシール性能は要求されず、このようなものはオーバークオリテイになり、むしろ手作業で迅速かつ手軽に接続でき、しかも上記規格のシール性能を達成できるようにすることが望まれる。
このためには、樹脂管を用いて4条ネジなどの多条ネジで結合することが考えられる。
しかし、特許文献4のように樹脂製にした場合は、ネジ部には本来結合を可能にするためのクリアランスが設けられているから、このクリアランスを塞ぐようにシール部材を非ネジ部に設けなければならないが、このようなシールだけでは上記規格はクリヤできず、シール部材以外でより確実にクリアランスを塞ぐ必要がある。
さらに、多条ネジを用いれば迅速なネジ結合作業が可能であるが、このネジ結合を利用してシール突起をシール溝へ嵌合させることによりシールしようとすれば、シール突起が軸方向へ移動する量(以下、ストローク量という)が小さい多条ネジでは、シール突起に加わる結合時の軸力が小さくなるからシール圧を高めることが困難であり、所定のシール性能を要求される用途には適用しにくいものであった。
また、特許文献5のように、テーパー状突起とテーパー状溝の嵌合によるシールも考えられるが、テーパー状溝は金属管に設けられているため、シールはテーパー状溝の弾性変形を利用することによって高めることを意図したものではなく、上記大がかりな装置によって単にネジ結合による軸力を高めてテーパー面に対する圧接力を高くするものであるから、4条ネジなどの結合時にシール突起が軸方向へ移動する量(以下、ストローク量という)が小さいものには適用できず、かつ作業で手軽に接続するような用途には適用できない。
さらに、ゴム製シールを有する別体の公知ジョイントを用い、これに樹脂製管の先端を圧入すれば所定のシール性能を得ることができるが、このような圧入接続には大きな力を要するので、やはり手作業で手軽に接続するような用途には適用できない。しかも接続時の外周を面一にするという上記基本的な要請も満足できない。
そこで、本願発明は、多条ネジの樹脂製単位管を用い、手作業で手軽に接続することができるようにするとともに、所定の規格に合致する程度のシール性能を実現できるようにすることを目的とする。
Since the method of laying the correction pipe while destroying the existing pipe as in the above-mentioned Patent Document 1, it takes time to work, so in order to shorten the construction period and reduce the construction cost, the correction pipe into the existing pipe without breaking. Those that can be inserted smoothly are preferable.
However, if the joint part is larger than the outer diameter of one stage as in Patent Document 2, if it is going to be inserted into the existing pipe, it is necessary to make the outer diameter of the rehabilitated pipe smaller by the diameter of the joint part. Since the flow rate is reduced, it is required to eliminate such a large-diameter joint and make the outer peripheral surface flush when connected.
Moreover, since the flow rate is reduced by increasing the wall thickness on the inner peripheral side even if the outer surface of the joint part is flush as in Patent Document 3, the narrow part by such a joint is not formed. The inner peripheral surface at the time of connection is also required to be flush.
By the way, Patent Documents 4 and 5 relate to a metal pipe joint structure used for an application that must withstand high pressure such as an oil feeding pipe, and the joint in such an application maintains the seal of the connecting portion. Therefore, considerations such as welding or friction joining by applying high pressure are required, and a large-scale device is required.
On the other hand, for example, those having a sealing performance (0.5 MPa) to the extent required for five types of JIS standard internal pressure pipes are not required to have such a high sealing performance as realized by the large-scale facilities and operations. However, it is desirable to be able to connect quickly and easily by hand, and to achieve the sealing performance of the above standard.
For this purpose, it is conceivable to use a resin tube to couple with a multi-thread screw such as a four-thread screw.
However, in the case of using resin as in Patent Document 4, since the screw portion is originally provided with a clearance for enabling coupling, a seal member must be provided on the non-screw portion so as to close the clearance. However, the above-mentioned standard cannot be cleared only with such a seal, and it is necessary to block the clearance more reliably with a part other than the seal member.
Furthermore, if multi-threaded screws are used, quick screw connection work is possible, but if the seal projection is fitted into the seal groove using this screw connection, the seal projection moves in the axial direction. For multi-threaded screws with a small amount of stroke (hereinafter referred to as stroke amount), it is difficult to increase the seal pressure because the axial force applied to the seal protrusions is small, and it is difficult to increase the seal pressure. It was difficult to apply.
Further, as in Patent Document 5, a seal by fitting a tapered protrusion and a tapered groove is also conceivable. However, since the tapered groove is provided in the metal tube, the seal uses elastic deformation of the tapered groove. It is not intended to be increased by the above-mentioned large-scale device, and the axial force due to screw connection is simply increased by the above-mentioned large device, so that the pressure contact force on the taper surface is increased, so that the seal protrusion is axially connected when connecting a four-thread screw or the like. This method is not applicable to the case where the amount of movement (hereinafter referred to as stroke amount) is small, and it cannot be applied to applications where the connection is easily made by work.
Furthermore, using a separate known joint having a rubber seal and press-fitting the tip of the resin tube into it, a predetermined sealing performance can be obtained, but such press-fit connection requires a large force, After all, it cannot be applied to applications that are easily connected by hand. In addition, the above basic request to make the outer periphery of the connection flush with each other cannot be satisfied.
Therefore, the present invention uses a multi-threaded resin unit tube, allows easy connection by hand, and realizes a sealing performance that meets a predetermined standard. Objective.

上記課題を解決するため流体流路用管体の構造に係る請求項1の発明は、流体の流路を形成するため、所定長さの単位管の長さ方向一端側にネジを外周面に形成した雄ジョイント部を設け、他端側にネジを内周面に形成した雌ジョイント部を設け、これら雌雄のジョイント部はそれぞれ単位管の一般肉厚内に形成するとともに、この単位管を長さ方向へ複数継ぎ足して長尺の管体とし、接続時における長尺管体の外表面が面一になるようにした流体流路用管体の構造において、
前記単位管は樹脂製であり、前記雌雄のジョイント部のネジを多条ネジとし、
前記雌雄のジョイント部の一方側に、先端部がテーパー状断面をなして軸方向へ突出するシール突起を設け、他方側にこのシール突起が嵌合するシール溝を設け、
前記雌雄のジョイント部をネジ結合するとき、前記シール突起が前記シール溝を押し広げながら嵌合することを特徴とする。
In order to solve the above-mentioned problems, the invention according to claim 1 relating to the structure of a fluid flow path tube body is provided with a screw on the outer peripheral surface at one end in the length direction of a unit pipe of a predetermined length in order to form a fluid flow path. The formed male joint part is provided, the female joint part is formed on the other end side with a screw formed on the inner peripheral surface, and the male and male joint parts are respectively formed within the general thickness of the unit pipe. In the structure of the fluid flow channel tube in which the outer surface of the long tubular body at the time of connection is flush with the long tubular body by connecting multiple in the length direction,
The unit tube is made of resin, and the screw of the joint part of the male and female is a multi-threaded screw,
Provided on one side of the joint part of the male and female is a seal projection that protrudes in the axial direction with a tip having a tapered cross section, and on the other side is provided a seal groove into which this seal projection fits,
When the male and male joints are screwed together, the seal protrusion fits while expanding the seal groove.

請求項2の発明は、上記請求項1において、前記雌雄のネジが、各ジョイント部の周方向に略1/4周毎に形成された4本のネジ溝とこのネジ溝に係合する4本のネジ山からなる4条ネジであることを特徴とする。 According to a second aspect of the present invention, in the first aspect of the present invention, the male and female screws are engaged with four screw grooves formed approximately every ¼ circumference in the circumferential direction of each joint portion and the screw grooves 4. It is characterized in that it is a four-thread screw consisting of a screw thread.

請求項3の発明は、上記請求項1において、前記シール突起とシール溝がネジ部よりも単位管の径方向内側に形成されていることを特徴とする。 A third aspect of the present invention is characterized in that, in the first aspect, the seal protrusion and the seal groove are formed on the radially inner side of the unit tube with respect to the screw portion.

請求項4の発明は、上記請求項1〜3のいずれかにおいて、前記単位管を継ぎ足した長尺の管体は更正管として用いられることを特徴とする。 A fourth aspect of the invention is characterized in that, in any one of the first to third aspects, a long tubular body to which the unit pipe is added is used as a correction pipe.

請求項5の発明は、上記請求項1〜4のいずれかにおいて、前記雌雄のジョイント部は、ネジ結合完了時にゆるみ止めをなすロック部を備えることを特徴とする。 According to a fifth aspect of the present invention, in any one of the first to fourth aspects, the male and female joint portions include a lock portion that prevents loosening when screw coupling is completed.

請求項6の発明は、上記請求項1〜5のいずれかにおいて、前記シール突起は先端部をV字状断面とし、前記シール溝は前記シール突起が嵌合するV字状断面溝とし、前記シール突起のV字状をなす開き角度が前記シール溝のV字状をなす開き角度よりも大きいことを特徴とする。 A sixth aspect of the present invention is the method according to any one of the first to fifth aspects, wherein the seal protrusion has a V-shaped cross section at a tip portion, the seal groove has a V-shaped cross section groove into which the seal protrusion is fitted, The opening angle of the seal protrusion in the V shape is larger than the opening angle of the seal groove in the V shape.

請求項7の発明は、上記請求項1〜6のいずれかにおいて、前記シール溝内に予めシール材を入れ、シール突起の先端とシール溝の間をシールすることを特徴とする。 A seventh aspect of the present invention is characterized in that, in any one of the first to sixth aspects, a seal material is previously placed in the seal groove to seal between the tip of the seal protrusion and the seal groove.

請求項8の発明は、上記請求項1〜7のいずれかにおいて、前記単位管は、マンホール外にて、手で持ってマンホール内へ差し込んだ状態で継ぎ足し接続するものであることを特徴とする。
The invention of claim 8 is characterized in that in any one of the above-mentioned claims 1 to 7, the unit tube is connected outside the manhole in a state of being held by hand and inserted into the manhole. .

請求項1の発明によれば、多条ネジを設けた単位管を樹脂製とし、ジョイント部を構成する雌側ジョイント部及び雄側ジョイント部並びにシール部を全て単位管の一般肉厚内に形成したので、複数の単位管を継ぎ足し接続して長尺管体としたとき、長尺管体の外表面を面一に形成できる。このため、既設管へ内挿する場合でも、長尺管体の外径を既設管の内径へ可及的に近接させることができ、それだけ長尺管体の外径を大きくできるので、大流量を確保し易くなり、しかも上面が平滑なため内挿作業もスムーズになる。
また、隣り合う単位管をジョイント部で接続するとき、シールは軸方向の嵌合構造で形成され、シール突起が樹脂製のシール溝に対してこれを押し広げながら入り込むので、シール溝の弾性変形によりシール突起はシール溝の壁面へ密着して嵌合し、確実なシール性能を実現ができる。
その結果、所定のシール性能を実現しつつ多条ネジによる迅速な接続が可能となり、手作業で手軽に接続作業ができるようになった。
According to the first aspect of the present invention, the unit pipe provided with the multi-thread is made of resin, and the female side joint part, male side joint part and seal part constituting the joint part are all formed within the general thickness of the unit pipe. Therefore, when a plurality of unit tubes are added and connected to form a long tube body, the outer surface of the long tube body can be formed flush. For this reason, even when interpolating into an existing pipe, the outer diameter of the long pipe can be made as close as possible to the inner diameter of the existing pipe, and the outer diameter of the long pipe can be increased accordingly. Can be easily secured, and the top surface is smooth, so that the interpolation work is smooth.
In addition, when connecting adjacent unit tubes at the joint, the seal is formed with an axial fitting structure, and the seal protrusion enters the resin seal groove while expanding it, so that the elastic deformation of the seal groove As a result, the seal protrusion is closely fitted to the wall surface of the seal groove, and a reliable sealing performance can be realized.
As a result, it is possible to quickly connect with a multi-thread screw while realizing a predetermined sealing performance, and it is possible to easily perform a connecting operation manually.

請求項2の発明によれば、ジョイント部を4条ネジで構成したので、単位管を継ぎ足すとき、略1/4回転程度させるだけで迅速にネジ結合で接続できる。しかも手を略90°程度捩るだけで裏返さないで作業できるので、ネジ止め作業が容易になる。
そのうえ、手首の捩り量だけで締め付け限界を把握できるので、締めすぎ並びに締め付け不足が生じにくくなり、迅速な作業を可能としつつも精度の高い接続が可能になった。
According to the second aspect of the present invention, since the joint portion is constituted by four threads, when the unit pipe is added, it can be quickly connected by screw connection only by making about 1/4 rotation. In addition, it is possible to work without turning it over just by twisting the hand by approximately 90 °, so that the screwing work becomes easy.
In addition, since the tightening limit can be grasped only by the amount of twist of the wrist, it is difficult to cause overtightening and insufficient tightening, and a high-precision connection is possible while enabling quick work.

請求項3の発明によれば、シール突起とシール溝がネジ部よりも単位管の径方向内側に形成されているので、接続時にシール溝が弾性変形しても外周面を膨らませるような変形をしないため、外周面の面一を維持できる。 According to the invention of claim 3, since the seal projection and the seal groove are formed on the radially inner side of the unit tube with respect to the threaded portion, the deformation that causes the outer peripheral surface to expand even when the seal groove is elastically deformed during connection. Therefore, the outer peripheral surface can be kept flush.

請求項4の発明によれば、外周面が面一を維持して平滑になるので、継ぎ足しながら既設管内へ挿入していく更正管に好適なものとなる。 According to the invention of claim 4, the outer peripheral surface is smooth while maintaining the same surface, which is suitable for a correction pipe that is inserted into an existing pipe while being added.

請求項5の発明によれば、雌雄のジョイント部は、ネジ結合完了時にロック部でロックされるため、ゆるみ止めされ、弾性変形しているシール溝とシール突起による高いシール性能を維持できる。 According to the invention of claim 5, since the male and male joint portions are locked by the lock portion when the screw coupling is completed, it is possible to maintain high sealing performance by the seal groove and the seal protrusion which are prevented from loosening and elastically deformed.

請求項6の発明によれば、シール突起及びシール溝をそれぞれV字状断面とし、シール突起のV字状をなす開き角度をシール溝のV字状をなす開き角度よりも大きくしたので、結合時にシール突起がシール溝へ入り込むストローク量に対してシール溝を押し開く量の割合が大きくなり、速やかにシール溝を押し開きながらシール突起を嵌合して、シール突起とシール溝の対向する斜面を強固に密着させることができる。このため、シール突起のストローク量を比較的少なくすることができ、かつ、シール突起の突出量を小さくし、シール溝を浅くすることができる。 According to the sixth aspect of the present invention, the seal protrusion and the seal groove each have a V-shaped cross section, and the opening angle forming the V shape of the seal protrusion is larger than the opening angle forming the V shape of the seal groove. The ratio of the amount by which the seal protrusion pushes into the seal groove sometimes increases and the ratio of the amount that pushes the seal groove is increased. Can be firmly attached. For this reason, the stroke amount of the seal protrusion can be relatively reduced, the protrusion amount of the seal protrusion can be reduced, and the seal groove can be shallowed.

請求項7の発明によれば、シール溝にシール材を入れたので、さらにシール性を高めることができる。 According to the seventh aspect of the present invention, since the sealing material is put in the sealing groove, the sealing performance can be further improved.

請求項8の発明によれば、マンホール外にて、手で持った単位管をマンホール内へ差し込んだ状態で継ぎ足し接続できるので、マンホール内等の狭い場所へ手を突っ込んで作業する場合の作業性を向上できる。
According to the invention of claim 8, since the unit tube held by hand can be added and connected outside the manhole, the workability when working with a hand thrusting into a narrow place such as inside the manhole is possible. Can be improved.

第1実施例(図1〜7)に係る更正管の施工状態を示す断面図Sectional drawing which shows the construction state of the correction pipe which concerns on 1st Example (FIGS. 1-7) 単位管の軸方向に沿う縦断面図、A longitudinal sectional view along the axial direction of the unit pipe, 雄側ジョイント及び雌側ジョイントの締結状態を示す縦断面図、A longitudinal sectional view showing a fastening state of the male side joint and the female side joint, 図3におけるA部(シール部)の拡大断面図、The expanded sectional view of the A section (seal part) in FIG. 雄側ジョイントの拡大断面図、An enlarged cross-sectional view of the male joint, 雌側ジョイントの拡大断面図、An enlarged sectional view of the female joint, 雌雄ジョイントの締結を段階的に説明する図A diagram that explains the fastening of a male and female joint step by step 第2実施例(図8〜17)に係る更正管の施工時の状態を示す図1と同様の図The same figure as FIG. 1 which shows the state at the time of construction of the correction pipe which concerns on 2nd Example (FIGS. 8-17). 単位管の側面図、Side view of unit tube, 雄側ジョイントを正面側から示す斜視図Perspective view showing the male joint from the front side 雌側ジョイントを破断してその内側を背面側から示す斜視図The perspective view which fractures | ruptures a female side joint and shows the inner side from the back side 図9の拡大図Enlarged view of FIG. 単位管の雄側ジョイント及び雌側ジョイントの各軸方向断面図Axial sectional view of male and female joints of unit pipe ジョイント部の結合前後の状態を示す断面図Sectional drawing which shows the state before and after joining of a joint part ネジ部の結合前後の状態を示す断面図Sectional drawing which shows the state before and behind the coupling | bonding of a thread part シール構造を説明する断面図Cross-sectional view explaining the seal structure ジョイント部の結合を段階的に説明する図A diagram that explains the joint connection step by step

以下、図面に基づいて一実施例を説明する。図1は農業用水路をなす既設管路を更正するための長尺状をなす更正管1の施工状態を示す断面である。
更正管1は多数の単位管2を軸方向へ接続して長尺管として構成され、例えば陶器製の既設管3で形成された管路4の内側へ内挿される。なお、既設管3としては陶器製に限らず金属製や樹脂製のものがある。管路4は更正されるべき農業用の旧用水路をなし、一端がマンホール5へ横穴状に開口する。なお、管路4内には全長に亘って予めフェルト製チューブ4aが挿入されている。フェルト製チューブ4aはクッション用であり、その外径は管路4の外径程度であり、内径は更正管1の外径程度であり、更正管1はこのフェルト製チューブ4a内へ挿入される。6は地面、7は既設管3を埋設するため地中に形成される横穴である。
An embodiment will be described below with reference to the drawings. FIG. 1 is a cross-sectional view showing a construction state of an erecting pipe 1 having a long shape for correcting an existing pipe making an agricultural waterway.
The straightening pipe 1 is configured as a long pipe by connecting a large number of unit pipes 2 in the axial direction, and is inserted inside a pipe line 4 formed of an existing pipe 3 made of ceramics, for example. The existing pipe 3 is not limited to pottery but may be made of metal or resin. The pipe line 4 forms an agricultural irrigation channel to be corrected, and one end opens into a manhole 5 in a horizontal hole shape. Note that a felt tube 4a is inserted in advance in the conduit 4 over its entire length. The felt tube 4a is used for cushioning, and the outer diameter thereof is about the outer diameter of the conduit 4, the inner diameter is about the outer diameter of the correction tube 1, and the correction tube 1 is inserted into the felt tube 4a. . 6 is a ground surface, and 7 is a horizontal hole formed in the ground for embedding the existing pipe 3.

更正管1はマンホール5内にて継ぎ足される。マンホール5内には予め管路4から更正管1の一端部が突出しているので、この一端部へ新しい単位管2を次々に継ぎ足すことにより、連続する更正管1を形成でき、この更正管1をマンホール5から横穴状の管路4内へ送り込むことにより、管路4を更正し、更正管1が新たな管路になる。更正管1の長さは継ぎ足す単位管2の数により長短自由に調整できる。 The correction pipe 1 is added in the manhole 5. Since one end of the correction pipe 1 protrudes from the pipe 4 in advance in the manhole 5, a continuous correction pipe 1 can be formed by successively adding new unit pipes 2 to the one end. 1 is fed from the manhole 5 into the horizontal hole-shaped pipe 4, the pipe 4 is corrected, and the correction pipe 1 becomes a new pipe. The length of the correction tube 1 can be freely adjusted depending on the number of unit tubes 2 to be added.

単位管2の両端には4条ネジからなる雄側ジョイント10と雌側ジョイント20とが形成され、中間部に予めベルト9aが巻きつけられているベルトレンチ9のハンドル9bを手8で握って縦穴状のマンホール5内へ上方の開口部から入れ、その一端をマンホール5内へ突出している更正管1の端部にはめ合わせ、握っているハンドル9bを回転させて単位管2を捩ってその軸線C廻りに略90°回転させることによりネジ結合する。
これにより単位管2は更正管1に接続して継ぎ足され、その新たな端部になるので、これを管路4内へ送り込み、さらに別の単位管2を継ぎ足すことを任意回数繰り返せば、自由な長さの長尺管からなる更正管1を形成でき管路4内に新たな流体用流路を形成できる。
A male joint 10 and a female joint 20 each having four threads are formed at both ends of the unit tube 2, and a handle 9 b of the belt wrench 9 in which a belt 9 a is wound around an intermediate portion is grasped with a hand 8. A vertical hole-shaped manhole 5 is inserted from the upper opening, one end of the manhole 5 is fitted to the end of the correction pipe 1 protruding into the manhole 5, and the handle 9b is rotated to twist the unit pipe 2. The screw is coupled by rotating about 90 ° around the axis C.
As a result, the unit pipe 2 is connected to the correction pipe 1 and added, and becomes a new end portion thereof. If this is sent into the pipe line 4 and another unit pipe 2 is added an arbitrary number of times, A straightening pipe 1 made of a long pipe having a free length can be formed, and a new fluid flow path can be formed in the pipe 4.

ベルトレンチ9はナイロン等のベルト9aをハンドル9bの先端へ輪状にし、これを単位管2の周囲へ嵌めてから密着するるように長さ調節してハンドル9bを回転させると、所定のトルクで単位管2をネジ結合させることができる公知の工具である。この工具を用いれば、片手で握れないようなある程度太い単位管2も手作業で容易に締結することができる。なお、本実施例の単位管2は外径24.2mm、重量5.2kgに設定されている。 The belt wrench 9 has a belt 9a made of nylon or the like in a ring shape at the tip of the handle 9b, and when the handle 9b is rotated by adjusting the length so that the belt 9a is fitted to the periphery of the unit tube 2 and then the handle 9b is rotated. This is a known tool capable of screwing the unit tube 2 together. By using this tool, it is possible to easily fasten the unit pipe 2 that is thick to some extent so that it cannot be grasped with one hand. The unit tube 2 of the present embodiment is set to have an outer diameter of 24.2 mm and a weight of 5.2 kg.

ここで、マンホール5の内径をD1、単位管2の長さをD2とすれば、マンホール5内における作業性を考慮して、D2<D1となっている。例えば、このマンホールは所定規格のものであって、D1=90cm,D2=65cmである。但し、マンホール5の内径D1は大小任意に設定できる。また、単位管2の長さD2は、マンホール5内における作業性を確保できる範囲で、できるだけ長くなるよう設定することが好ましく、マンホール5の内径D1に応じて自由に設定できる。 Here, if the inner diameter of the manhole 5 is D1, and the length of the unit tube 2 is D2, D2 <D1 in consideration of workability in the manhole 5. For example, the manhole is of a predetermined standard, and D1 = 90 cm and D2 = 65 cm. However, the inner diameter D1 of the manhole 5 can be arbitrarily set. The length D2 of the unit tube 2 is preferably set to be as long as possible within a range in which workability in the manhole 5 can be ensured, and can be freely set according to the inner diameter D1 of the manhole 5.

図中の3aは既設管3の軸方向一端部に形成されたジョイントであり、既設管3の一般外径よりも大径に形成されている。既設管3の他端3b側の外径は一般外径であるが、一端側のジョイント3aに比べて相対的に細径をなし、隣り合う既設管3のジョイント3aへ嵌合接続することにより継ぎ足して長尺の管路を形成するようになっている。
このようなジョイント3aにおける単純な嵌合で継ぎ足す形式の管路4では、ジョイント部におけるシールが弱く、この接続部より洩水するおそれが大きくなる。
3a in the figure is a joint formed at one end of the existing pipe 3 in the axial direction, and has a larger diameter than the general outer diameter of the existing pipe 3. The outer diameter of the existing pipe 3 on the other end 3b side is a general outer diameter, but is relatively smaller than the joint 3a on the one end side, and is fitted and connected to the joint 3a of the adjacent existing pipe 3 A long pipe line is formed by joining.
In such a pipe line 4 that is added by simple fitting in the joint 3a, the seal at the joint portion is weak, and the risk of leakage from the connecting portion is increased.

そのうえこのような既設管3の管路4を長期間使用すると、内外の圧力変動等で既設管3自体の損傷や変形を生じる経年劣化により、用水路等の管路として支障を来す場合がある。しかし、本実施例ではこのような既設管3を接続した管路4の内側へ更正管1を新たに内挿することにより、既設管3による管路4を更正管1による管路に更正して前記支障を解消できる。 In addition, if the pipe 4 of the existing pipe 3 is used for a long period of time, the existing pipe 3 itself may be damaged or deformed due to pressure fluctuations inside and outside, and this may cause trouble as a pipe such as a water channel. . However, in this embodiment, by newly inserting the correction pipe 1 into the inside of the pipe line 4 to which the existing pipe 3 is connected, the pipe line 4 by the existing pipe 3 is corrected to the pipe line by the correction pipe 1. The above obstacles can be eliminated.

以下、単位管2の詳細を説明する。図2は単位管2の軸方向に沿う縦断面図、図3は雄側ジョイント10及び雌側ジョイント20の締結状態を示す縦断面図、図4は図3におけるA部(シール部)の拡大断面図、図5は雄側ジョイント10の拡大断面図、図6は雌側ジョイント20の拡大断面図、図7は雄側ジョイント10及び雌側ジョイント20の締結を段階的に説明する図である。 Details of the unit tube 2 will be described below. 2 is a longitudinal sectional view along the axial direction of the unit tube 2, FIG. 3 is a longitudinal sectional view showing a fastening state of the male side joint 10 and the female side joint 20, and FIG. 4 is an enlarged view of a portion A (seal portion) in FIG. FIG. 5 is an enlarged sectional view of the male side joint 10, FIG. 6 is an enlarged sectional view of the female side joint 20, and FIG. 7 is a diagram for explaining the fastening of the male side joint 10 and the female side joint 20 step by step. .

これらの図において、単位管2は全体がFRP樹脂製のパイプであり、具体的にはガラス繊維等の適宜繊維材料で補強されたPBT製である。この単位管2の一端側外周に4条のネジを設けた雄側ジョイント10が形成され(図10参照)、他端側内周にも4条のネジを設けた雌側ジョイント20が形成されている(図11参照)。
この単位管2の長さ方向中間部は一般肉厚部30であり、その外径R1、内径R2及び肉厚T(一般肉厚)は任意に設定できるが、例えば、本実施例では外径R1が242mm、内径R2が226mm、一般肉厚部30の肉厚Tは8mmであり、この種の樹脂製更正管においては比較的薄肉になっている。
In these drawings, the unit pipe 2 is a pipe made of FRP resin as a whole, specifically made of PBT reinforced with an appropriate fiber material such as glass fiber. A male joint 10 having four threads is formed on the outer periphery of one end of the unit tube 2 (see FIG. 10), and a female joint 20 having four threads on the inner periphery of the other end is formed. (See FIG. 11).
The intermediate portion in the length direction of the unit tube 2 is a general thick portion 30, and the outer diameter R1, the inner diameter R2, and the thickness T (general thickness) can be arbitrarily set. R1 is 242 mm, the inner diameter R2 is 226 mm, and the thickness T of the general thickness portion 30 is 8 mm. This type of resin straight pipe is relatively thin.

この外径R1は任意に決定されるが、片手で容易に持てる程度の大きさ(例えば200〜300mm程度)が作業性向上の観点から好ましい。内径R2及び肉厚Tは適宜決定されるが、より大流量の確保並びに流体圧に対する耐圧性の確保を考慮して、可及的に内径R2を大きく、かつ肉厚Tを小さくすることが求められている。 The outer diameter R1 is arbitrarily determined, but a size that can be easily held with one hand (for example, about 200 to 300 mm) is preferable from the viewpoint of improving workability. The inner diameter R2 and the wall thickness T are appropriately determined, but it is required to increase the inner diameter R2 and to reduce the wall thickness T as much as possible in consideration of securing a larger flow rate and securing pressure resistance against fluid pressure. It has been.

なお肉厚Tは、単位管2を構成する材料及び内部を流れる流体の圧力を考慮する必要があるが、本実施例の場合は、母材樹脂をPBTとし、ガラス繊維等の適宜強化繊維を15%程度充填したものとする。母材樹脂をPBTとすることで比較的肉厚が薄くても十分なジョイント強度が得られるので、PBTが最も好ましい。但し、単位管2の母材樹脂及び強化繊維は公知のものの種々な組み合わせが可能であり、母材樹脂としては、ポリプロピレン、ポリエチレンなどの適宜熱可塑性樹脂が可能である。また、強化繊維は適宜の公知の種々な材料を好ましくは10〜20%程度の範囲で適宜設定できる。 The wall thickness T needs to consider the material constituting the unit tube 2 and the pressure of the fluid flowing inside, but in this embodiment, the base resin is PBT, and appropriate reinforcing fibers such as glass fibers are used. It shall be about 15% filled. PBT is most preferable because sufficient joint strength can be obtained even when the thickness of the base resin is PBT is relatively small. However, the base material resin and the reinforcing fiber of the unit tube 2 can be various combinations of known materials, and the base material resin can be an appropriate thermoplastic resin such as polypropylene or polyethylene. The reinforcing fibers can be appropriately set from various known materials, preferably in the range of about 10 to 20%.

図2〜5に示すように、雄側ジョイント10は、単位管2の軸方向一端部における外周側の肉厚を削ることにより一般肉厚部よりも薄いネジ形成部18が形成される。このネジ形成部18よりも先端側はさらに外周側の肉厚が削られた非ネジ部である薄肉端部11をなす。ネジ形成部18には周方向に4条のネジ溝12が径方向外方より刻み込まれている。
各ネジ溝12は台形断面をなし、ネジ形成部18の表面から徐々に深くなるように彫り込まれてネジ溝12が形成され、1本のネジ溝12はネジ形成部18の外周に90°の長さで形成される。ネジ溝12の浅い部分は相手側のネジ山が係合する際の導入部となる。
As shown in FIGS. 2 to 5, the male joint 10 is formed with a screw forming portion 18 that is thinner than the general thick portion by reducing the thickness of the outer peripheral side at one axial end portion of the unit tube 2. The tip end side of the screw forming portion 18 forms a thin end portion 11 which is a non-threaded portion in which the thickness of the outer peripheral side is further cut. Four screw grooves 12 are cut in the screw forming portion 18 in the circumferential direction from the outside in the radial direction.
Each screw groove 12 has a trapezoidal cross section, and is engraved so as to gradually deepen from the surface of the screw forming portion 18 to form the screw groove 12, and one screw groove 12 is 90 ° on the outer periphery of the screw forming portion 18. Formed with length. The shallow part of the screw groove 12 becomes an introduction part when the other thread is engaged.

ネジ溝12と薄肉端部11と間の部分がネジ山13をなす。このネジ山13も4条形成され、やはり90°ずつ形成され、それぞれの端部は山の高さが低く、導入部になる。
また、図2に明らかなように、4条の各ネジ山13は、一つのネジ山13の周方向における端部が隣接する他のネジ山13と軸方向で部分的に重なるように配置され、このように隣り合うネジ山13が部分的に軸方向で重なると、結合時における軸方向の引っ張りに対して結合強度が高くなる。
各ネジ山13の周方向長さは、単位管2の外周における略1/4周長程度である。なお図2では3つのネジ山13が見えており、残り1つは裏側になって見えていない。
この4条ネジは、ピッチ7mm、リード28mmに設定されている。
A portion between the screw groove 12 and the thin end portion 11 forms a screw thread 13. This thread 13 is also formed into four strips, each of which is also formed by 90 °, and each end portion has a low height and becomes an introduction portion.
Further, as is apparent from FIG. 2, each of the four threads 13 is arranged so that an end in the circumferential direction of one thread 13 partially overlaps with another adjacent thread 13 in the axial direction. If the adjacent screw threads 13 partially overlap in the axial direction in this way, the coupling strength becomes high against the axial tension during the coupling.
The circumferential length of each screw thread 13 is about ¼ circumference on the outer circumference of the unit tube 2. In FIG. 2, three screw threads 13 are visible, and the remaining one is not visible on the back side.
The four-thread screw has a pitch of 7 mm and a lead of 28 mm.

ネジ形成部18は単位管2の外周側肉厚を段差14をなすように削った細径部分であり、その外径R3は、R1>R3>R2の関係にある。段差14は雄側ジョイント10の軸方向先端側から見たとき環状の壁面をなす。ネジ山13の頂面は段差14の底(内径部)と同じ高さであり、ネジ溝12の底は薄肉端部11の外周面と同じ高さであり、その外径R4は、R3>R4>R2である。薄肉端部11の肉厚をT1、ネジ溝12の深さ又はネジ山13の高さをT2、段差14の高さをT3、一般肉厚30の肉厚をTとすれば、T1+T2+T3=Tとなる。 The screw forming portion 18 is a small-diameter portion obtained by cutting the outer peripheral side thickness of the unit tube 2 so as to form a step 14, and the outer diameter R3 thereof has a relationship of R1> R3> R2. The step 14 forms an annular wall surface when viewed from the axial front end side of the male joint 10. The top surface of the screw thread 13 is the same height as the bottom (inner diameter portion) of the step 14, the bottom of the screw groove 12 is the same height as the outer peripheral surface of the thin end portion 11, and the outer diameter R4 is R3> R4> R2. If the thickness of the thin end portion 11 is T1, the depth of the screw groove 12 or the height of the thread 13 is T2, the height of the step 14 is T3, and the general thickness 30 is T, then T1 + T2 + T3 = T It becomes.

雄側ジョイント10の軸方向先端部である薄肉端部11の先端は、ネジ溝12よりも長く突出するシール突起15をなす。シール突起15の先端断面形状は水平方向の軸方向線Jの長さ方向へ突出する略V字状の突起をなし、その外側斜面16及び内側斜面17の軸方向線Jに対してなす角はそれぞれ10°ずつであり、これら外側斜面16及び内側斜面17の挟角であるシール突起15の開き角θは20°であり、軸方向線Jに対して10°づつの開き角で対称になっている。但し、シール突起15の先端はカットされてカット部15aをなす。
なお、軸方向線Jは軸線Cに平行な線であり、軸方向を示す線である。
The distal end of the thin end portion 11 that is the axial distal end portion of the male joint 10 forms a seal protrusion 15 that protrudes longer than the screw groove 12. The tip cross-sectional shape of the seal protrusion 15 is a substantially V-shaped protrusion protruding in the length direction of the horizontal axial line J, and the angle formed with respect to the axial line J of the outer slope 16 and the inner slope 17 is The opening angle θ of the seal projection 15 which is an angle between the outer inclined surface 16 and the inner inclined surface 17 is 20 °, and the opening angle θ is 10 ° with respect to the axial line J. ing. However, the tip of the seal projection 15 is cut to form a cut portion 15a.
The axial line J is a line parallel to the axial line C and is a line indicating the axial direction.

シール突起15の長さは、薄肉端部11にて外側斜面16及び内側斜面17に変化する屈曲点Pから先端のカット部15aまでの長さであり、適宜決定されるが、本実施例の場合は3.4mmである。また、薄肉端部11の肉厚T1は2.1mmである。さらに、ネジ形成部18のうちネジの終端から一般厚肉部30の間にはテーパー状の非ネジ部19をなし、本実施例では13.2mmの長さで先端側へ1°の傾斜になっている。またこのテーパー状の非ネジ部19と一般厚肉部30との境界部は段差14であるが、この部分にロック用突起31が先端側へ突出するように180°間隔で2個一体に形成されている。ロック用突起31は図5中の拡大部に示すように、締め付け時の回転方向(B矢示方向)へ傾斜する斜面33aとB矢示方向に直交する直角壁34aを有する略三角形の爪状をなしている。 The length of the seal protrusion 15 is the length from the bending point P that changes to the outer slope 16 and the inner slope 17 at the thin end portion 11 to the cut portion 15a at the tip, and is appropriately determined. In the case, it is 3.4 mm. Further, the thickness T1 of the thin end portion 11 is 2.1 mm. Further, a taper-shaped non-screw portion 19 is formed between the end of the screw and the general thick portion 30 in the screw forming portion 18. In this embodiment, the length is 13.2 mm and the tip is inclined by 1 °. It has become. Further, the boundary between the tapered non-threaded portion 19 and the general thick portion 30 is a step 14, and two lock projections 31 are integrally formed at an interval of 180 ° so that the locking projection 31 protrudes toward the tip side. Has been. As shown in the enlarged portion in FIG. 5, the locking protrusion 31 has a substantially triangular claw shape having an inclined surface 33a inclined in the rotation direction (B arrow direction) during tightening and a right-angle wall 34a orthogonal to the B arrow direction. I am doing.

図2〜4及び6に示すように、雌側ジョイント20は単位管2の他端に、内周側の肉厚を削って形成された一般肉厚部30よりも薄いネジ形成部28が形成され、このネジ形成部28よりも先端側はさらに内周側の肉厚が削られた非ネジ部である薄肉端部21をなす。ネジ形成部28の内周面には周方向に4条のネジ溝22が径方向内方より刻み込まれている。ネジ溝22と薄肉端部21との間の部分はネジ溝22により相対的に形成されたネジ山23をなす。これらネジ溝22とネジ山23は、雄側ジョイント10のネジ溝12及びネジ山13と同様に構成され、相互にネジ結合可能になっている。 As shown in FIGS. 2 to 4 and 6, the female joint 20 has a screw forming portion 28 formed at the other end of the unit tube 2, which is thinner than the general thick portion 30 formed by cutting the inner peripheral thickness. The tip end side of the screw forming portion 28 forms a thin end portion 21 which is a non-threaded portion whose inner peripheral thickness is further reduced. On the inner peripheral surface of the screw forming portion 28, four thread grooves 22 are cut in the circumferential direction from the radially inner side. A portion between the screw groove 22 and the thin end portion 21 forms a screw thread 23 formed relatively by the screw groove 22. These screw groove 22 and screw thread 23 are configured in the same manner as the screw groove 12 and screw thread 13 of the male joint 10, and can be screwed together.

この4条ネジも雄側ジョイント10のものと同様であり、図2に明らかなように、4条の各ネジ溝22は、一つのネジ溝22の周方向における端部が隣接する他のネジ溝22と軸方向で部分的に重なるように配置され、各ネジ溝22の周方向長さは、単位管2の外周における略1/4周長程度である。
雌側ジョイント20においても、隣り合うネジ溝22が部分的に軸方向で重なることにより、結合時における軸方向の引っ張りに対して結合強度が高くなっている。
なお図2では3つのネジ溝22が見えており、残り1つは裏側になって見えていない。
The four-thread screw is the same as that of the male joint 10, and as is apparent from FIG. 2, each thread groove 22 of the four threads is another screw whose end in the circumferential direction of one screw groove 22 is adjacent. It arrange | positions so that it may overlap with the groove | channel 22 in an axial direction, and the circumferential direction length of each screw groove 22 is about about 1/4 circumference length in the outer periphery of the unit pipe | tube 2. As shown in FIG.
Also in the female side joint 20, the adjacent thread grooves 22 partially overlap in the axial direction, so that the coupling strength is high with respect to the axial tension during the coupling.
In FIG. 2, three screw grooves 22 are visible, and the other one is on the back side and is not visible.

ネジ形成部28と一般肉厚部30との間には段差24が形成され、この段差24の肉厚内にシール溝25が形成されている。段差24は雌側ジョイント20の軸方向先端側から見たとき環状の壁面をなす。シール溝25は、シール突起15を嵌合するためのものであり、軸方向線Jの長さ方向へV字状断面をなすように外方から刻み込まれ、段差24の全周に形成された環状溝であり、軸方向外方、すなわちシール突起15の嵌合方向へ向かって開放されている。 A step 24 is formed between the screw forming portion 28 and the general thick portion 30, and a seal groove 25 is formed in the thickness of the step 24. The step 24 forms an annular wall surface when viewed from the axial front end side of the female joint 20. The seal groove 25 is for fitting the seal protrusion 15, and is engraved from the outside so as to form a V-shaped cross section in the length direction of the axial line J, and is formed on the entire circumference of the step 24. It is an annular groove and is opened axially outward, that is, toward the fitting direction of the seal protrusion 15.

薄肉端部21の内周面23は、ネジ山13の山径と一致し、ネジ山22の山径はネジ溝12の底における外径及び外周面と一致し、段差24の内周側より外周側へ入り込んだ位置にあり、段差24より外周側に位置する。このようにすることでシール溝25とネジ山22を同時に成形することができる。但し、図3に明らかなように、雄側ジョイント10の外周と雌側ジョイント20の内周の間にはネジ結合を可能にするための若干のクリアランスが形成されている。本実施例のクリアランスは0.3mmである。
ここで、雌側ジョイント20において、薄肉端部21の肉厚をT1、ネジ山22の高さをT2、段差24の高さをT3、一般肉厚30の肉厚をTとすれば、雄側ジョイント20と同様に、T1+T2+T3=Tとなる(図6参照)。
The inner peripheral surface 23 of the thin end portion 21 is coincident with the crest diameter of the screw thread 13, and the crest diameter of the screw thread 22 is coincident with the outer diameter and the outer peripheral surface at the bottom of the screw groove 12, from the inner peripheral side of the step 24. It is located at the outer peripheral side and is located on the outer peripheral side from the step 24. By doing in this way, the seal groove 25 and the screw thread 22 can be simultaneously formed. However, as is apparent from FIG. 3, a slight clearance is formed between the outer periphery of the male joint 10 and the inner periphery of the female joint 20 to enable screw connection. The clearance in this example is 0.3 mm.
Here, in the female joint 20, if the thickness of the thin end portion 21 is T1, the height of the screw thread 22 is T2, the height of the step 24 is T3, and the thickness of the general thickness 30 is T, then male Similar to the side joint 20, T1 + T2 + T3 = T (see FIG. 6).

図3に示すように、薄肉端部21は雄側ジョイント10におけるテーパー状の非ネジ部19の外側へ一定のクリアランスを保って嵌合するため、非ネジ部19に対応したテーパー状になっている。 As shown in FIG. 3, the thin-walled end portion 21 is fitted to the outside of the tapered non-threaded portion 19 in the male joint 10 with a certain clearance, and therefore has a tapered shape corresponding to the non-threaded portion 19. Yes.

図6に示すように、薄肉端部21の先端には、ロック用凹部32が180°間隔で2個一体に形成されている。ロック用凹部32は図中の拡大部に示すように、先端面から軸方向内方(ネジ部側)へ切り欠き状に形成される、締め付け時における雄側ジョイント10の回転方向(B矢示方向)へ傾斜する斜面33bとB矢示方向に直交する直角壁34bを有し、ロック時にロック用突起31がロック用凹部32へ入り、直角壁34a及び34b同士が当接してロックされるようになってる。
なお、ロック用突起31とロック用凹部32の位置は周方向へ略90°ずれた位置に形成されている。このロック用突起31とロック用凹部32は単純なロック部材としてだけでなく接続時に位置決め手段としても役立っている。
As shown in FIG. 6, two locking recesses 32 are integrally formed at the tip of the thin end portion 21 at intervals of 180 °. As shown in the enlarged portion in the figure, the locking recess 32 is formed in a notch shape from the front end surface to the axially inward (screw side), and the rotational direction of the male joint 10 during tightening (indicated by arrow B). ) And a right-angle wall 34b perpendicular to the direction indicated by the arrow B. When locked, the locking projection 31 enters the locking recess 32, and the right-angle walls 34a and 34b come into contact with each other and are locked. It has become.
It should be noted that the positions of the locking protrusion 31 and the locking recess 32 are formed at positions shifted by approximately 90 ° in the circumferential direction. The lock protrusion 31 and the lock recess 32 serve not only as a simple lock member but also as a positioning means during connection.

すなわち、4条ネジの場合、接続時における双方の単位管のネジ山位置の関係により結合に要する回転量が大きく異なることになる。例えば、一方の単位管におけるネジ山の係合開始側端部(結合方向へ傾いている先端)が、相手側の単位管におけるネジ山の係合終了側端部(最も奥側へ傾いている先端)近傍にあれば、ほぼ90°の回転で迅速に接続できるが、例えば、他方のネジ山の係合開始側端部(最も手前側になっている先端)近傍にあれば、まず略90°回転させてそのネジ山の係合終了側端部へ移動し、ここから隣のネジ山の係合開始側端部奥側に位置するネジ溝へ移動し、さらに90°回転させてネジ結合することになるから余分な回転量が多くなる。そこで、ロック用突起31をロック用凹部32の位置は周方向へ略90°ずれた位置を目測で定めて接続すれば、ほぼ90°の回転で迅速に接続できることになる。 That is, in the case of a four-thread screw, the amount of rotation required for coupling differs greatly depending on the relationship between the screw thread positions of both unit pipes when connected. For example, the engagement start side end of the screw thread in one unit tube (tip tilted in the coupling direction) is inclined to the engagement end side (innermost side) of the screw thread in the other unit tube. If it is in the vicinity of the engagement start side end (front end closest to the front side) of the other screw thread, for example, it is first approximately 90 Rotate to move to the end of engagement end of the thread, move from here to the thread groove located on the back of the end of the engagement start side of the next thread, and further rotate 90 degrees to join the screw This will increase the amount of extra rotation. Therefore, if the locking protrusion 31 is connected by determining the position where the position of the locking recess 32 is shifted by approximately 90 ° in the circumferential direction by visual measurement, the locking protrusion 31 can be quickly connected by rotating approximately 90 °.

図4に示すように、シール溝25は、軸方向線Jに対して開き角θ=20°であり、外壁面26と内壁面27はそれぞれ軸方向線Jに対して10°づつ対称に形成されている。すなわちシール突起15とシール溝25の開き角は同じである。
シール溝25の深さはシール突起15より長い4mmであり、シール突起15がシール溝25へ嵌合して外側斜面16と外壁面26及び内側斜面17と内壁面27がそれぞれ当接し、テーパー接合により接合部がシールされる。この段階はシール突起15へ特別な軸力をかけない初期嵌合状態であり、シール溝25の開口部には外側斜面16及び内側斜面17の各テーパー面上の中間点であるQ点が位置し、屈曲点Pが段差24の手前0.4mmの位置にあり、カット部15aはシール溝25の底部25aから1mm手前に位置するようになっている(この位置を初期嵌合位置ということにする)。
As shown in FIG. 4, the seal groove 25 has an opening angle θ = 20 ° with respect to the axial line J, and the outer wall surface 26 and the inner wall surface 27 are formed symmetrically with respect to the axial line J by 10 °. Has been. That is, the opening angle of the seal protrusion 15 and the seal groove 25 is the same.
The depth of the seal groove 25 is 4 mm longer than the seal protrusion 15, and the seal protrusion 15 is fitted into the seal groove 25 so that the outer inclined surface 16 and the outer wall surface 26 and the inner inclined surface 17 and the inner wall surface 27 are in contact with each other. As a result, the joint is sealed. This stage is an initial fitting state in which no special axial force is applied to the seal protrusion 15, and the Q point which is an intermediate point on the tapered surfaces of the outer slope 16 and the inner slope 17 is positioned in the opening of the seal groove 25. The bending point P is at a position 0.4 mm before the step 24, and the cut portion 15a is positioned 1 mm before the bottom portion 25a of the seal groove 25 (this position is referred to as an initial fitting position). To do).

すなわち、カット部15aが初期嵌合位置に至るまでは、シール突起15は殆ど抵抗無くシール溝25内へ入り、初期嵌合位置でシール突起15とシール溝25が当接して接合部がシールされた初期嵌合状態となる。このとき、シール溝25の入口における開口幅wと、この位置にあるシール突起15の部分Qにおける肉厚幅tは一致している。また、P点とQ点との間には後述する締め代35よりも大きな間隙36が形成されている。この間隙36は締め代35の調整を確保するためのものでもあり、締め代35での調整が終了してもまだP点はシール溝25内へ入り込まないようになっている。 That is, until the cut portion 15a reaches the initial fitting position, the seal projection 15 enters the seal groove 25 with almost no resistance, and the seal projection 15 and the seal groove 25 abut at the initial fitting position to seal the joint portion. The initial mating state is reached. At this time, the opening width w at the entrance of the seal groove 25 and the thickness width t of the portion Q of the seal projection 15 at this position are the same. In addition, a gap 36 larger than an interference 35 described later is formed between the point P and the point Q. The gap 36 is also for ensuring adjustment of the tightening allowance 35, and the point P does not yet enter the seal groove 25 even after the adjustment at the tightening allowance 35 is completed.

また、カット部15aとシール溝25の底部25aとの間に間隙が形成されているので、ここにゴムパッキン(図示省略)などのシール材を予め入れておくことにより、カット部15aがシール材をシール溝25の底部25aへ押しつけて間隙を埋めるので、シール突起15とシール溝25のテーパー接触部によるシールに加えてさらに強力なシール構造が得られる。 In addition, since a gap is formed between the cut portion 15a and the bottom portion 25a of the seal groove 25, the cut portion 15a is made to be a seal material by previously putting a seal material such as rubber packing (not shown) therein. Is pressed against the bottom 25a of the seal groove 25 to fill the gap, so that a stronger seal structure can be obtained in addition to the seal by the taper contact portion between the seal protrusion 15 and the seal groove 25.

図3に示すように、この初期嵌合位置のとき、雄側ジョイント10の段差14と雌側ジョイント20の薄肉端部21の先端部21aとの間には若干のクリアランスが形成されている。このクリアランスは締め代35をなし、この締め代35のクリアランスが無くなるまで雄側ジョイント10を雌側ジョイント20へ締め込み、薄肉端部21の先端部21aが段差14に当接すると、初期嵌合位置からさらに奥まで押し込まれる。 As shown in FIG. 3, at this initial fitting position, a slight clearance is formed between the step 14 of the male joint 10 and the tip 21 a of the thin end 21 of the female joint 20. This clearance forms a tightening allowance 35. When the male joint 10 is tightened into the female joint 20 until the clearance of the tightening allowance 35 disappears, and the tip 21a of the thin end 21 abuts against the step 14, the initial fitting is performed. It is pushed further from the position.

このとき、シール突起15はQ点からP点側の部分がシール溝25へ入り込むことになるが、この部分の肉厚幅はt(開口幅wと一致)よりも次第に拡大するので、シール突起15はシール溝25を押し広げながら嵌合し、このときのシール溝25の弾性変形に伴う反力で、外側斜面16と内壁面27が外壁面26及び内側斜面17へ強固に密接し、急激にシール性能を高める。
このため、締め代35の存在により、JIS規格5種の内圧管のに要求される耐圧要件である0.5MPaよりも遙かに高い流体圧1.0MPa程度の内圧にも耐える高シール性を実現でき、樹脂製でありながらもシール性において上記JIS規格を容易にクリヤーできる。
At this time, the seal projection 15 has a portion from the Q point to the P point side into the seal groove 25, but the thickness width of this portion gradually expands more than t (matches the opening width w). 15 is fitted while pushing the seal groove 25 open, and the reaction force accompanying the elastic deformation of the seal groove 25 at this time causes the outer slope 16 and the inner wall surface 27 to be firmly in close contact with the outer wall face 26 and the inner slope 17. Increases sealing performance.
For this reason, due to the presence of the tightening allowance 35, it has a high sealing performance that can withstand an internal pressure of about 1.0 MPa, which is much higher than 0.5 MPa, which is a pressure resistance requirement required for JIS standard five types of internal pressure pipes. The above JIS standard can be easily cleared in terms of sealing performance even though it is made of resin.

しかも、シール突起15とシール溝25の間に予めシール材を入れておけば、さらにシール性を高め、上記JIS規格5種の耐圧要件を十分に満足する1.0MPa程度の内圧にも耐える上記JIS規格よりも高いシール性能を確実に実現でき、安全性を見込んだ十分なシール性能を可能にする。
このとき、シール材40はシール溝25内へ予め充填するだけで済むので、ネジ結合前に簡単に充填しておくことができ、作業性に優れたものになる。
なお、締め代35が無くなったシール完了状態では、シール突起15がP点近くまでシール溝25へ嵌合し、これにともなうシール溝25側からの反力が強まり、この反力が緩み方向へ相対回転させるように作用するので、シール完了状態になると、ロック用突起31がロック用凹部32へ入り込んでロックすることにより、緩みを防止している。
In addition, if a sealing material is previously inserted between the seal protrusion 15 and the seal groove 25, the sealing performance is further improved and the internal pressure of about 1.0 MPa that sufficiently satisfies the pressure resistance requirements of the above five JIS standards can be obtained. Higher sealing performance than JIS standards can be realized with certainty, enabling sufficient sealing performance with safety in mind.
At this time, since the sealing material 40 only needs to be filled in advance into the sealing groove 25, it can be filled easily before screw connection, and the workability is excellent.
Note that, when the seal margin 35 has been eliminated, the seal protrusion 15 is fitted into the seal groove 25 up to the point P, and the reaction force from the seal groove 25 side increases accordingly, and this reaction force is in the loosening direction. Since they act so as to rotate relative to each other, when the sealing is completed, the locking projection 31 enters the locking recess 32 and locks to prevent loosening.

図6に示すように、シール溝25の位置は、一般肉厚部30の内周側へ偏った位置に設けられており、底25aの中心から内周側の肉厚は約2.5mmであり、外周側は5.5mmである。このように肉厚の比が略2:1になるような位置に設けることで、シール溝25の弾性変形を容易にさせるとともに、外周側へ弾性変形の影響が少なくなるようになっている。この場合は、シール溝25よりも外周側部分の肉厚が大きく、外壁面26はシール突起15の押し込みによる弾性変形を期待できないので、主として内壁面27が弾性変形する構造となる。すなわち本実施例のシール溝25は片側を弾性変形させる構成になっている。 As shown in FIG. 6, the position of the seal groove 25 is provided at a position biased toward the inner peripheral side of the general thick portion 30, and the inner peripheral side thickness from the center of the bottom 25 a is about 2.5 mm. Yes, the outer circumference is 5.5 mm. Thus, by providing at a position where the thickness ratio is approximately 2: 1, the elastic deformation of the seal groove 25 is facilitated, and the influence of the elastic deformation on the outer peripheral side is reduced. In this case, the outer peripheral portion is thicker than the seal groove 25, and the outer wall surface 26 cannot be expected to be elastically deformed by the pressing of the seal projection 15, so that the inner wall surface 27 is mainly elastically deformed. That is, the seal groove 25 of the present embodiment is configured to elastically deform one side.

但し、片側だけが弾性変形する形式でも、シール性能は十分に確保される。すなわち単位管2を連結して長尺の更正管1(図1)として地中へ敷設したとき、この長尺の更正管1には内外から頻繁に大きな力が加わる。例えば、外方からは車両の通過による衝撃的な.圧力を受け、内方からは標準を超える過剰流量が一時的に流入して内圧が急上昇することがある。いずれの場合も大きな力がジョイント部へ加わることになる。 However, even in a type in which only one side is elastically deformed, a sufficient sealing performance is ensured. That is, when the unit pipe 2 is connected and laid in the ground as a long rectification pipe 1 (FIG. 1), a large force is frequently applied to the long rectification pipe 1 from inside and outside. For example, from the outside it is shocking due to the passing of the vehicle. Under pressure, an excessive flow rate exceeding the standard may temporarily flow from the inside, causing the internal pressure to rise rapidly. In either case, a large force is applied to the joint.

しかし、この長尺の更正管1におけるシールはシール突起15とシール溝25の嵌合構造で維持されており、まずジョイント部に加わる力の変動で曲げが入るときは、シール突起15及びシール溝25の弾性変形による曲げで対応する。このとき、シール突起15及びシール溝25は相互に強力な密着関係を維持するのでシール性能は十分に維持される。 However, the seal in the long straight tube 1 is maintained by the fitting structure of the seal protrusion 15 and the seal groove 25, and when bending occurs due to the fluctuation of the force applied to the joint portion, the seal protrusion 15 and the seal groove This corresponds to bending by elastic deformation of 25. At this time, since the seal protrusion 15 and the seal groove 25 maintain a strong close relationship with each other, the sealing performance is sufficiently maintained.

また、内圧が上昇して内壁部27と内側斜面17の間へ流体が侵入しようとしても、流体圧により、内壁部27と内側斜面17は共に外方へ押されるから、内壁部27と内側斜面17の間はより強固に密着してシール性を維持する。仮に内壁部27と内側斜面17の間へ流体が侵入しても、この侵入によって外側斜面16が外壁部26へ強く押しつけられるから、外側斜面16と外壁部26の間における密着が強固になり、この部分で確実にシールできる。 Further, even if the internal pressure rises and the fluid tries to enter between the inner wall portion 27 and the inner inclined surface 17, both the inner wall portion 27 and the inner inclined surface 17 are pushed outward by the fluid pressure. The space between 17 is more firmly adhered to maintain the sealing performance. Even if a fluid enters between the inner wall 27 and the inner slope 17, the outer slope 16 is strongly pressed against the outer wall 26 by this penetration, so that the adhesion between the outer slope 16 and the outer wall 26 becomes strong, This part can be securely sealed.

なおこのような場合に備えて前記のシール材を予めシール溝15内へ入れておけ内壁部27と内側斜面17の間からの流体侵入を確実に阻止できる。このようなシール材によるシール性の増強は高い安全率を見込んだ設計など特殊な場合にのみ必要となり、JIS規格にあった通常の仕様では、このようなシール材を用いないシール突起15とシール溝25によるシールで十分である。 In preparation for such a case, the sealing material can be put in the sealing groove 15 in advance to prevent fluid intrusion from between the inner wall 27 and the inner inclined surface 17 with certainty. Such an increase in sealing performance with a sealing material is necessary only in a special case such as a design with a high safety factor, and in a normal specification conforming to the JIS standard, a seal protrusion 15 and a seal not using such a sealing material are used. A seal with grooves 25 is sufficient.

なお、図3に明らかなように、段差24は雄側ジョイント10の薄肉部11の内周面よりも内周側へ突出している。したがって、2つの単位管の接続部ではシール溝25近傍で内周面に段差が生じるが、これはシール溝25の弾性変形により内周側部分が破壊されないようにするための必要肉厚である。そこで、接続部内周面の段差はやむを得ないものとし、その他の部分で段差が生じないように、単位管の一般肉厚部30における内周面は、一方側の雄側ジョイント10から他方の雌側ジョイント20に向かってテーパー状をなしている。 As is apparent from FIG. 3, the step 24 protrudes to the inner peripheral side from the inner peripheral surface of the thin portion 11 of the male joint 10. Accordingly, a step is formed on the inner peripheral surface in the vicinity of the seal groove 25 at the connection portion between the two unit pipes. This is a necessary thickness for preventing the inner peripheral portion from being destroyed by elastic deformation of the seal groove 25. . Therefore, the step on the inner peripheral surface of the connecting portion is unavoidable, and the inner peripheral surface of the general thick portion 30 of the unit tube is connected from the male joint 10 on one side to the other female so that no step occurs on other portions. A taper is formed toward the side joint 20.

次に、雄側ジョイント10と雌側ジョイント20の結合について説明する。図7は結合状態を段階的に示す断面図であり、Aは隣り合う2つの単位管2の接続開始状態であり、雄側ジョイント10の薄肉部11を雌側ジョイント20の中へ差し込んでネジ形成部28と重ねた状態であり、まだ4条ネジ同士のネジ結合が開始されない状態である。この段階では、雄側ジョイント10のネジ山13が雌側ジョイント20のネジ山23の外側側面に当接して挿入が停止される。 Next, the connection between the male side joint 10 and the female side joint 20 will be described. FIG. 7 is a cross-sectional view showing the coupling state step by step, A is a connection start state of two adjacent unit tubes 2, and the thin portion 11 of the male joint 10 is inserted into the female joint 20 and screwed. It is in a state where it is overlapped with the forming portion 28, and is still in a state where the screw connection between the four threads is not yet started. At this stage, the thread 13 of the male joint 10 contacts the outer side surface of the thread 23 of the female joint 20, and the insertion is stopped.

Bは4条ネジの締結時状態を示し、Aにおいて雌側ジョイント20を締め付け側へ回転させると、雄側ジョイント10のネジ山13が雌側ジョイント20のネジ山23の外側側面に当接した状態でこれに案内されて周方向へ回転しながら次第に奥へ入り、やがてネジ山23の端部へ到達すると、このネジ山23の端部は隣りのネジ山23の先端より奥く側に位置するため、ネジ山13は2つのネジ山23・23の間にに形成されているネジ溝22へ入り込み、略90の回転により4条ネジによる締結が完了する。
この状態では、シール突起15がシール溝25へ殆ど抵抗無く嵌合して初期嵌合状態となり、締め代35も所定のクリアランスを保たれている。
B shows a state when the four-thread screw is fastened. When the female joint 20 is rotated to the tightening side in A, the screw thread 13 of the male joint 10 comes into contact with the outer side surface of the screw thread 23 of the female joint 20. As it is guided in this state, it gradually enters the back while rotating in the circumferential direction, and when it eventually reaches the end of the screw thread 23, the end of this screw thread 23 is located deeper than the tip of the adjacent screw thread 23. Therefore, the screw thread 13 enters the screw groove 22 formed between the two screw threads 23 and 23, and the fastening with the four-thread screw is completed by the rotation of approximately 90.
In this state, the seal protrusion 15 is fitted into the seal groove 25 with almost no resistance and is in an initial fitting state, and the fastening allowance 35 is also maintained at a predetermined clearance.

Cはシール完了状態を示し、Bにおいてさらに雄側ジョイント10を締め付け方向へ回転させると、シール突起15はシール溝25を弾性変形させて押し広げながら深く入り込み、急激にシール性能を高めるとともに、締め代35のクリアランスが無くなると、雄側ジョイント10と雌側ジョイント20は相互にロックされ、緩み方向への相対的な回転が規制される。 C shows the seal completion state. When the male joint 10 is further rotated in the tightening direction in B, the seal protrusion 15 penetrates deeply while elastically deforming and expanding the seal groove 25, and the seal performance is suddenly improved and tightened. When the clearance of the margin 35 disappears, the male joint 10 and the female joint 20 are locked to each other, and relative rotation in the loosening direction is restricted.

Dはロックの説明図であり、シール完了までは雄側ジョイント10がB矢示方向へ回転してロック用突起31は斜面33aにより相手側の雌側ジョイント20における薄肉部21の先端面を摺動し、やがてロック用凹部32のうえに来ると、ロック用突起31がロック用凹部32へ入り込み、直角壁34a及び34b同士が当接してロックされる。 D is an explanatory view of the lock, and until the sealing is completed, the male joint 10 rotates in the direction indicated by the arrow B, and the locking projection 31 slides the tip surface of the thin portion 21 of the mating female joint 20 by the inclined surface 33a. When it moves and eventually comes over the locking recess 32, the locking projection 31 enters the locking recess 32, and the right-angle walls 34a and 34b come into contact with each other and are locked.

この状態では、4条ネジの採用により比較的ストロークが小さなものであるにもかかわらず、シール突起15とシール溝25が弾性変形を利用した強力なシールにより、JISA5350にに規定されている内圧管の5種に要求される耐圧基準0.5MPaを余裕を持ってクリヤーする耐圧性能を示す。なお、シール性能は上記JISの8.1に規定される内圧試験により評価することができる。 In this state, although the stroke is relatively small due to the adoption of the four-thread screw, the internal pressure pipe defined in JISA5350 is formed by a strong seal in which the seal protrusion 15 and the seal groove 25 utilize elastic deformation. The pressure resistance performance of clearing the pressure resistance standard 0.5 MPa required for the five types with a margin is shown. The sealing performance can be evaluated by an internal pressure test defined in 8.1 of the above JIS.

次に、本実施例の作用を説明する。図1に示すように、単位管2をマンホール5内へ入れ、さらに横穴状の既設管3による管路4内へ挿入する。続いて別の単位管2をマンホール5内へ入れ、先の管路4内にある単位管2の端部と、雄側ジョイント10及び雌側ジョイント20が向かい合うように合わせ、後からマンホール5内へ入れた単位管2を回転させると管路4内の単位管2とネジ結合によりネジ結合一体化するので、この一体化したものを管路4内へ送り込み、以後、マンホール5内にて新たな単位管2を継ぎ足し、管路4内へ送り込む作業を反復すれば、長尺の更正管1を管路4内へ容易に敷設できる。 Next, the operation of this embodiment will be described. As shown in FIG. 1, the unit pipe 2 is put into a manhole 5 and further inserted into a pipe line 4 by an existing pipe 3 having a horizontal hole shape. Subsequently, another unit pipe 2 is put into the manhole 5, and the end of the unit pipe 2 in the previous pipe line 4 is aligned with the male joint 10 and the female joint 20 so as to face each other. When the unit pipe 2 inserted into the pipe 4 is rotated, the unit pipe 2 in the pipe line 4 is screw-coupled and integrated by screw connection. The integrated pipe is fed into the pipe line 4, and is then renewed in the manhole 5. If the unit pipe 2 is added and the operation of feeding it into the pipe 4 is repeated, the long straightening pipe 1 can be easily laid in the pipe 4.

この継ぎ足し作業において、作業者はベルト9aを単位管2の外周に巻き付けたベルトレンチ9のハンドル9bを片方の手8で持ってマンホール5内へ入れ、マンホール5内へ突出している更正管1の端をなす管路4内にある単位管2の端部が例えば雌側ジョイント10であれば、新たに継ぎ足す単位管2の雌側ジョイント20を合わせて内外に嵌め、軸線C回りに若干回転させて、ネジ溝12とネジ山22の位相を合わせる。その後、新たに継ぎ足す単位管2を略1/4回転すなわち略90°回転させると、更正管1の一端に接続されている単位管2へ迅速に結合する。
しかも、このとき略90°の回転で接続できるから、比較的狭いマンホール5内にて容易に作業でき、しかもマンホール5の外から快適かつ迅速に作業できる。
In this addition work, the operator holds the handle 9b of the belt wrench 9 with the belt 9a wound around the outer circumference of the unit pipe 2 with one hand 8 and puts it in the manhole 5, and the correction pipe 1 protruding into the manhole 5 If the end of the unit pipe 2 in the pipe line 4 forming the end is a female side joint 10, for example, the female side joint 20 of the unit pipe 2 to be newly added is fitted inside and outside and slightly rotated around the axis C. Thus, the phases of the thread groove 12 and the thread 22 are matched. Thereafter, when the unit pipe 2 to be newly added is rotated approximately ¼ rotation, that is, approximately 90 °, it is quickly coupled to the unit pipe 2 connected to one end of the correction pipe 1.
In addition, since the connection can be made at a rotation of approximately 90 ° at this time, the work can be easily performed in the relatively narrow manhole 5 and the work can be comfortably and quickly performed from the outside of the manhole 5.

そのうえ、このネジ結合作業と同時に、軸方向でネジ結合力を利用してシール突起15とシール溝25が嵌合することによりジョイント部をシールするので、4条ネジよる作業性の向上に伴って低下しがちなシール性を十分に補うことができ、4条ネジによる作業性の向上とシール性の維持・向上を同時に達成できる。
しかも、シール突起15がシール溝25を弾性変形させて押し開きながら嵌合することによりテーパー接合することにより十分に高いシール性を実現できる。
In addition, the joint portion is sealed by fitting the seal projection 15 and the seal groove 25 by using the screw coupling force in the axial direction simultaneously with the screw coupling operation, so that the workability by the four-thread screw is improved. The sealability, which tends to be lowered, can be sufficiently compensated, and the improvement of workability by the four-thread screw and the maintenance / improvement of the sealability can be achieved at the same time.
In addition, a sufficiently high sealing performance can be realized by taper joining by fitting the seal protrusion 15 while elastically deforming and pushing open the seal groove 25.

このとき、初期嵌合状態でさらに締め代35の分だけ増し締めすることで、シール突起15がシール溝25を容易に押し開くことができ、弾性変形の復元力を利用してシール突起15とシール溝25の対向する斜面を強固に密着させることができる。このため、シール突起15のストローク量を比較的小さな4条ネジにおいても必要十分間にシール性能を得ることができるので、4条ネジのシール構造に好適なものとなる。しかも、後述する第2実施例と比較すれば明らかなように、シール突起15の開き角θが比較的小さくなっているため、外側斜面16と内側斜面17及び外壁面26と内壁面27がそれぞれ長くなるので、接触面積が大きくなってシール性が向上する。
さらに、シール溝25内へシール材を入れれば、シール性を確実かつより一層高めることができ、樹脂製でありながらも使用に十分な高シール性を実現できる。
At this time, by further tightening the tightening allowance 35 in the initial fitting state, the seal protrusion 15 can easily push open the seal groove 25, and the seal protrusion 15 The opposing slopes of the seal groove 25 can be firmly adhered. For this reason, even if the stroke amount of the seal projection 15 is relatively small even with a four-thread screw, the sealing performance can be obtained within a necessary and sufficient range, which is suitable for a four-thread seal structure. Moreover, as apparent from comparison with the second embodiment described later, since the opening angle θ of the seal projection 15 is relatively small, the outer inclined surface 16 and the inner inclined surface 17 and the outer wall surface 26 and the inner wall surface 27 are respectively formed. Since it becomes long, a contact area becomes large and a sealing performance improves.
Furthermore, if a sealing material is put in the sealing groove 25, the sealing performance can be reliably and further enhanced, and a high sealing performance sufficient for use can be realized even though it is made of resin.

しかも、シール突起15及びシール溝25のV字状断面をなす頂点が軸線方向へ向かって突出するように形成することにより、雄側ジョイント10及び雌側ジョイント20は、4条ネジをなすネジ溝12及びネジ山22並びにシール部をなすシール突起15及びシール溝25を、それぞれ比較的小寸法の一般的肉厚T内に設けることができるので、ジョイント部において、単位管2の外径及び内径を拡大する必要がない。 In addition, the male joint 10 and the female joint 20 are thread grooves that form a four-thread screw by forming the apexes forming the V-shaped cross section of the seal protrusion 15 and the seal groove 25 so as to protrude in the axial direction. 12 and the thread 22, and the seal protrusion 15 and the seal groove 25 forming the seal portion can be provided in the general wall thickness T having relatively small dimensions, respectively. There is no need to enlarge.

このため、更正管1の外周面は、隣り合う単位管2のジョイント部においても、一般肉厚部の外表面と連続して面一であるから、更正管1の外径を既設管3の内径へ可及的に接近させることができる。
その結果、既設管3内へ内挿するものであっても、更正管1を可及的に大径化でき、大流量を確保できる。そのうえ、更正管1の外周面全体が平滑になるので、既設管3の内側へスムーズに送り込みやすくなって作業性を向上でき、特にフェルト製チューブ4a内へ挿入する際は作業性を顕著に向上できるため、更生管に好適なものとなる。
For this reason, since the outer peripheral surface of the correction pipe 1 is flush with the outer surface of the general thick portion even at the joint portion of the adjacent unit pipe 2, the outer diameter of the correction pipe 1 is made equal to that of the existing pipe 3. The inner diameter can be made as close as possible.
As a result, even if the pipe is inserted into the existing pipe 3, the diameter of the straightening pipe 1 can be increased as much as possible, and a large flow rate can be secured. In addition, since the entire outer peripheral surface of the rectifying pipe 1 becomes smooth, it can be smoothly fed into the existing pipe 3 and the workability can be improved, particularly when inserted into the felt tube 4a. Therefore, it is suitable for rehabilitation pipes.

しかも、単位管2を樹脂製とたので、これを複数接続した更正管1全体も樹脂化されることになり、射出成形等の樹脂成形方法により高速で製造できるから、従来の陶器や金属製のものと比べて製造が容易になり安価になる。また軽量にできるため取扱が容易になり作業性が向上する。そのうえ腐食等に強いので耐久性があり、例えば、強酸性の流体が流れる下水道のような流路に用いても十分な耐用性を有する。また内外表面を平滑化できるので内部を流れる流体の流動抵抗を低減させることができる。 In addition, since the unit pipe 2 is made of resin, the entire correction pipe 1 connected to the unit pipe 2 is also made of resin, and can be manufactured at high speed by a resin molding method such as injection molding. Manufacture is easier and less expensive. In addition, since the weight can be reduced, handling becomes easier and workability is improved. In addition, since it is resistant to corrosion and the like, it is durable. For example, it has sufficient durability even when used in a flow path such as a sewer in which a strongly acidic fluid flows. Further, since the inner and outer surfaces can be smoothed, the flow resistance of the fluid flowing inside can be reduced.

以下、図8〜17に基づいて第2実施例を説明する。なお、この実施例は前実施例と一部が相違するのみであるから、共通部には共通符号を使用するものとし、特に説明を要する部分以外は図中に共通符号を付して重複説明を省略するものとする。 Hereinafter, a second embodiment will be described with reference to FIGS. Since this embodiment is only partially different from the previous embodiment, common parts will be denoted by common reference numerals, and parts other than those requiring special description will be denoted by common reference numerals in the drawing and redundant description will be given. Shall be omitted.

図8は施工時の状態を示す図1と同様の図であり、この実施例の単位管2は両端には4条ネジからなる雄側ジョイント10と雌側ジョイント20とが形成されているが、外径が比較的細く手で握れる程度になっている。そこで中間部を手8で握って縦穴状のマンホール5内へ上方の開口部から入れ、その一端をマンホール5内へ突出している更正管1の端部にはめ合わせ、握っている単位管2を捩ってその軸線C廻りに略90°回転させることによりネジ結合する。単位管2の長さ及びマンホール5の寸法は前実施例同様である。 FIG. 8 is a view similar to FIG. 1 showing a state at the time of construction. The unit tube 2 of this embodiment is formed with a male side joint 10 and a female side joint 20 each having four threads on both ends. The outer diameter is relatively thin and can be gripped by hand. Therefore, the middle part is grasped with the hand 8 and inserted into the vertical hole-shaped manhole 5 from the upper opening, and one end thereof is fitted to the end of the correction pipe 1 projecting into the manhole 5, and the grasping unit pipe 2 is held. Screwing is performed by twisting and rotating about 90 ° around the axis C. The length of the unit tube 2 and the dimensions of the manhole 5 are the same as in the previous embodiment.

このようにすると、ジョイント部を4条ネジで構成したので、単位管2を継ぎ足すとき、略1/4回転程度させるだけで迅速にネジ結合で接続できる。特に、マンホール5の外側にいて、手だけをマンホール5内へ差し込んで接続する作業は、接続部の目視が難しい手先だけの作業になるが、手首を無理なく返す限界である略90°捩ることで締結が完了するので、この種のマンホール内へ差し込んで外から接続する形式のものに最も適した作業性のよいものになる。 In this way, since the joint portion is constituted by four-thread screws, when the unit pipe 2 is added, it can be quickly connected by screw connection only by making about 1/4 rotation. In particular, the work of inserting only the hand into the manhole 5 and connecting it to the outside of the manhole 5 is only the work of the hand which is difficult to visually check the connection part, but twisting about 90 ° which is the limit to return the wrist without difficulty. Since the fastening is completed in this manner, the workability is most suitable for the type that is inserted into the manhole of this type and connected from the outside.

しかも、手首を無理なく返す限界である略90°で締結完了となるので、手首を限界の略90°捩って返せば確実に締結されることになり、締結限界が手先の感覚で明確になり、略90°よりも小さな捩りで締結作業を終了しないようにできるので締結精度が安定し、締結不良も防止できる。 In addition, since the fastening is completed at about 90 °, which is the limit to return the wrist comfortably, if the wrist is twisted back to about 90 °, the fastening will be done securely, and the fastening limit will be clear with the sense of the hand Thus, the fastening operation can be prevented from being finished with a twist smaller than about 90 °, so that the fastening accuracy is stabilized and the fastening failure can be prevented.

以下、単位管2の詳細を説明する。図9は単位管2の側面図、図10は単位管2の雄側ジョイント10を正面側から示す斜視図、図11は単位管2の雌側ジョイント20を破断してその内側を背面側から示す斜視図、図12は図9の拡大図であり、正面側を外観、背面側を軸方向断面にて示す図、図13は単位管2の雄側ジョイント10及び雌側ジョイント20の各軸方向断面図、図14はジョイント部の結合前後の状態を示す断面図、図15はネジ部の結合前後の状態を示す断面図、図16はシール構造を説明する断面図、図17はジョイント部の結合を段階的に説明する図である。 Details of the unit tube 2 will be described below. 9 is a side view of the unit tube 2, FIG. 10 is a perspective view showing the male side joint 10 of the unit tube 2 from the front side, and FIG. 11 is a cutaway view of the female side joint 20 of the unit tube 2 from the back side. FIG. 12 is an enlarged view of FIG. 9, in which the front side is shown in appearance and the back side is shown in an axial cross section. FIG. 13 is each axis of the male joint 10 and the female joint 20 of the unit tube 2. 14 is a sectional view showing a state before and after the joint portion is joined, FIG. 15 is a sectional view showing a state before and after the joining of the screw portion, FIG. 16 is a sectional view explaining the seal structure, and FIG. 17 is a joint portion. It is a figure explaining the coupling | bonding of step by step.

これらの図において、雄側ジョイント10は前実施例同様の4条ネジであるが、他端側内周には4条のネジ山を設けた雌側ジョイント20が形成されている。図11に示すこの雌側ジョイント20のネジは隣り合うものが重なり合わず周方向にて比較的短いものになっている点で前実施例の4条ネジと異なっている。 In these drawings, the male joint 10 is a four-thread screw similar to the previous embodiment, but a female-side joint 20 having four threads is formed on the inner periphery of the other end. The screw of the female joint 20 shown in FIG. 11 is different from the four-thread screw of the previous embodiment in that adjacent ones do not overlap and are relatively short in the circumferential direction.

この単位管2の長さ方向中間部における一般肉厚部30外径R1が140mm、内径R2が129mm、肉厚Tは5.5mmであり、この種の樹脂製更正管においては比較的薄肉になっている。この外径R1は任意に決定されるが、片手で容易に持てる程度の大きさ(例えば200mm程度)が作業性向上の観点から好ましい。内径R2及び肉厚Tは適宜決定されるが、より大流量の確保並びに流体圧に対する耐圧性の確保を考慮して、可及的に内径R2を大きく、かつ肉厚Tを小さくすることが求められている。 In the middle portion of the unit pipe 2 in the longitudinal direction, the general thickness portion 30 has an outer diameter R1 of 140 mm, an inner diameter R2 of 129 mm, and a thickness T of 5.5 mm. It has become. The outer diameter R1 is arbitrarily determined, but a size that can be easily held with one hand (for example, about 200 mm) is preferable from the viewpoint of improving workability. The inner diameter R2 and the wall thickness T are appropriately determined, but it is required to increase the inner diameter R2 and to reduce the wall thickness T as much as possible in consideration of securing a larger flow rate and securing pressure resistance against fluid pressure. It has been.

雄側ジョイント10の軸方向先端部である薄肉端部11の先端は、ネジ溝12よりも長く突出するシール突起15をなし、薄肉でその外周面は一般肉厚部30のネジ内径と一致する。シール突起15の先端断面形状は水平方向の軸方向線Jの長さ方向へ突出するV字状の突起をなし、その外側斜面16及び内側斜面17の軸方向線Jに対してなす角はそれぞれ30°ずつであり、これら外側斜面16及び内側斜面17の挟角であるシール突起15の開き角αは60°である。 The tip of the thin end 11 which is the axial tip of the male joint 10 forms a seal projection 15 that protrudes longer than the screw groove 12, and is thin and has an outer peripheral surface that matches the screw inner diameter of the general thick portion 30. . The cross-sectional shape of the tip of the seal projection 15 is a V-shaped projection protruding in the length direction of the horizontal axial line J, and the angles formed with respect to the axial line J of the outer slope 16 and the inner slope 17 are respectively The opening angle α of the seal projection 15 which is an angle between the outer slope 16 and the inner slope 17 is 60 °.

図11〜14に示すように、雌側ジョイント20には段差24にシール溝25が形成されている。シール溝25は軸方向線Jの長さ方向へV字状断面をなすように外方から刻み込まれ、段差24の全周に形成された環状溝であり、軸方向外方へ開放されている。
シール溝25は、雄側ジョイント10と雌側ジョイント20をネジ結合したとき、シール突起15が嵌合する位置へ形成されるが、外壁面26と内壁面27の各軸方向線Jに対する角は25°である。外壁面26と内壁面27の開き角βはシール突起15の60°に対して50°と小さく、シール突起15がシール溝25を押し広げて嵌合することにより、密着度をより高くして、高いシール性を得るようになっている。
As shown in FIGS. 11 to 14, a seal groove 25 is formed in the step 24 in the female joint 20. The seal groove 25 is an annular groove formed on the entire circumference of the step 24 so as to form a V-shaped cross section in the length direction of the axial line J, and is opened outward in the axial direction. .
The seal groove 25 is formed at a position where the seal protrusion 15 is fitted when the male joint 10 and the female joint 20 are screwed together, but the angle of the outer wall surface 26 and the inner wall surface 27 with respect to each axial line J is 25 °. The opening angle β between the outer wall surface 26 and the inner wall surface 27 is as small as 50 ° with respect to 60 ° of the seal protrusion 15, and the seal protrusion 15 pushes the seal groove 25 and fits to increase the degree of adhesion. High sealing performance is obtained.

ネジ山22はネジ溝12へ係合するよう、4条のネジ山を周方向へ等間隔で形成したものであり、隣り合うネジ山22間には間隙が形成され、かつネジ山22の周方向長さL2は、ネジ溝12の軸方向で重なり合わない部分の周方向長さL1よりも短く形成され、雌側ジョイント20を雄側ジョイント20と合わせたとき、各ネジ山22が単位管2をその軸先C回りに回転させる僅かな角度調整により、それぞれ対応するネジ溝12へ係合可能になっている。ネジ山22もネジ溝12に対応した台形断面をなす。 The thread 22 is formed by forming four threads at equal intervals in the circumferential direction so as to be engaged with the thread groove 12. A gap is formed between adjacent threads 22, and the circumference of the thread 22 is The direction length L2 is formed to be shorter than the circumferential length L1 of the portion that does not overlap in the axial direction of the screw groove 12, and when the female side joint 20 is combined with the male side joint 20, each thread 22 is a unit tube. Each of the screw grooves 12 can be engaged with each other by a slight angle adjustment for rotating the 2 around the axis C thereof. The screw thread 22 also has a trapezoidal cross section corresponding to the screw groove 12.

薄肉端部21の内周面23は、ネジ山13の山径と一致し、ネジ山22の山径はネジ溝12の底における外径及び外周面と一致し、段差24の内周側より外周側へ入り込んだ位置にあり、シール部24aより外周側に位置する。このようにすることでシール溝25とネジ山22を同時に成形することができる。 The inner peripheral surface 23 of the thin end portion 21 is coincident with the crest diameter of the screw thread 13, and the crest diameter of the screw thread 22 is coincident with the outer diameter and the outer peripheral surface at the bottom of the screw groove 12, from the inner peripheral side of the step 24. It exists in the position which entered the outer peripheral side, and is located in the outer peripheral side from the seal | sticker part 24a. By doing in this way, the seal groove 25 and the screw thread 22 can be simultaneously formed.

4条ネジをなすネジ溝12とネジ山22の周方向長さを図12により説明する。ネジ溝12の周方向長さをa、隣り合うネジ溝12の重なり合う長さをb、隣り合うネジ山13の端部間の長さであり、ネジ山22を受け入れるための間隙をなす受け入れ幅をcとすれば、ネジ溝12の周方向長さaは1/4周長よりも若干長く、受け入れ幅cが略1/4周長程度になっている。隣り合うネジ溝12の重なり合う長さbはネジ溝12の周方向長さaにより任意に設定できる。 The circumferential lengths of the screw groove 12 and the screw thread 22 forming the four-thread screw will be described with reference to FIG. The circumferential length of the screw groove 12 is a, the overlapping length of the adjacent screw grooves 12 is b, the length between the ends of the adjacent screw threads 13, and the receiving width that forms a gap for receiving the screw threads 22 Is c, the circumferential length a of the screw groove 12 is slightly longer than the quarter circumference, and the receiving width c is about a quarter circumference. The overlapping length b of adjacent screw grooves 12 can be arbitrarily set by the circumferential length a of the screw grooves 12.

一方、ネジ山22の周方向長さをd、隣り合うネジ山22との間隔である隣接間隔をeとしたとき、ネジ山22の周方向長さdは1/4周長よりもかなり短く、隣接間隔eよりも若干長い程度であり、ネジ山22の周方向長さdと隣接間隔eの和である、ネジ山22の一端から隣接するネジ山22の一端までの長さfが受け入れ幅をcと同程度の略1/4周長程度になっている。このようにすることで、雄側ジョイント10と雌側ジョイント20をネジ結合するとき、各ネジ山22をそれぞれ確実に隣り合うネジ山13の端部間へ受け入れ、僅かな調整により迅速にネジ溝12へ係合できるようになる。 On the other hand, when the circumferential length of the screw thread 22 is d and the adjacent distance that is the distance between the adjacent screw threads 22 is e, the circumferential length d of the screw thread 22 is considerably shorter than the 1/4 circumferential length. The length f from the one end of the screw thread 22 to the one end of the adjacent screw thread 22 that is slightly longer than the adjacent distance e and is the sum of the circumferential length d of the screw thread 22 and the adjacent distance e is accepted. The width is about ¼ circumference which is about the same as c. In this way, when the male joint 10 and the female joint 20 are screwed together, each screw thread 22 is reliably received between the ends of the adjacent screw threads 13, and the screw groove can be quickly adjusted by slight adjustment. 12 can be engaged.

次に、雄側ジョイント10と雌側ジョイント20の結合状態について説明する。図14は結合前後の状態を示す断面図であり、Aは隣り合う2つの単位管2を接続する前の状態、Bは接続後の状態を示す。図15はネジ溝12とネジ山22の結合を説明する部分断面図であり、Aが結合前の分離しているネジ溝12とネジ山22を示し、Bは結合後の状態を示す。図16はシール突起15とシール溝25の嵌合を説明する部分断面図であり、Aにシール突起15がシール溝25へ嵌合する前の相互の分離した状態、Bにシール突起15がシール溝25へ嵌合した状態を示す。図17はジョイント部の結合を段階的に説明する図である。 Next, the coupling state of the male side joint 10 and the female side joint 20 will be described. FIG. 14 is a cross-sectional view showing a state before and after coupling, where A is a state before two adjacent unit tubes 2 are connected, and B is a state after connection. FIG. 15 is a partial cross-sectional view illustrating the coupling between the screw groove 12 and the screw thread 22, where A indicates the screw groove 12 and the screw thread 22 that are separated before the coupling, and B indicates a state after the coupling. FIG. 16 is a partial cross-sectional view illustrating the fitting of the seal protrusion 15 and the seal groove 25. A is a separated state before the seal protrusion 15 is fitted to the seal groove 25, and B is the seal protrusion 15 being a seal. The state fitted to the groove 25 is shown. FIG. 17 is a view for explaining the coupling of the joint portions step by step.

図14のAに示すように、2つの単位管2を軸方向へ並べ、一方の単位管2の雄側ジョイント10と他方の単位管2の雌側ジョイント20とを向かい合わせ、一方の単位管2の雄側ジョイント10を他方の単位管2の雌側ジョイント20の内側に嵌め、いずれか一方側の単位管2を軸線C(図12参照)回りに略1/4回転させると、Bに示すように、ネジ山22がネジ溝12と係合して、双方の単位管2がネジ結合一体化される。 As shown in FIG. 14A, the two unit tubes 2 are arranged in the axial direction, the male joint 10 of one unit tube 2 and the female joint 20 of the other unit tube 2 face each other, and one unit tube When two male joints 10 are fitted inside the female joint 20 of the other unit tube 2 and either one of the unit tubes 2 is rotated approximately ¼ around the axis C (see FIG. 12), As shown, the thread 22 is engaged with the thread groove 12 so that both unit tubes 2 are screwed together.

このとき、シール突起15は全体がシール溝25内へ入らず一部が外側へ出ており、雌側ジョイント20の薄肉端部21における先端部21aが雄側ジョイント10の段差14へ当接し、シール突起15がシール溝25へ嵌合するが、薄肉部21の先端21aと雄側ジョイント10の段差14との間には締め代35が確保されている。この締め代35よりも大きな間隙36がシール突起5の最大幅部のP点(すなわち薄肉端部21との屈曲点)と段差24の間に形成されている。 At this time, the entire seal protrusion 15 does not enter the seal groove 25 and a part of the seal protrusion 15 protrudes to the outside, and the distal end portion 21a of the thin end portion 21 of the female side joint 20 contacts the step 14 of the male side joint 10, The seal protrusion 15 fits into the seal groove 25, but a fastening allowance 35 is secured between the tip 21 a of the thin portion 21 and the step 14 of the male joint 10. A gap 36 larger than the fastening allowance 35 is formed between the step P of the maximum width portion of the seal projection 5 (that is, the bending point with the thin end portion 21) and the step 24.

図15のAに示すように、ネジ溝12及びネジ山22の斜面のうち、先端(開放端)側のものを12a,22aとし、他側のものを12b,22bとする。ネジ結合を可能にするため、実際のネジ溝12とネジ山22は僅かに寸法が異なり、ガタが設けられている。なおA図は説明の都合上、ネジ溝12とネジ山22を上下に離して記載してある。 As shown in FIG. 15A, among the inclined surfaces of the thread groove 12 and the thread 22, the tip (open end) side is designated as 12a and 22a, and the other side is designated as 12b and 22b. In order to enable screw connection, the actual thread groove 12 and the thread 22 are slightly different in size and are provided with backlash. In FIG. A, for convenience of explanation, the screw groove 12 and the screw thread 22 are shown separated vertically.

Bに示す結合状態では、ネジ溝12とネジ山22の間にガタをなす若干の隙間28が形成される。施工時には、双方の単位管2は矢示するように逆方向へ引っ張られるため、この隙間28はネジ溝斜面12aとネジ山斜面22bの間に形成される。この隙間28はネジ結合部における液洩れの原因部分となる。特に、施工性を重視した4条ネジの場合、ネジ溝12とネジ山22の係合長さが短くなるため、不可避的にシール性が低下する。 In the coupled state shown in B, a slight gap 28 is formed between the screw groove 12 and the screw thread 22. At the time of construction, both unit tubes 2 are pulled in opposite directions as indicated by arrows, so that the gap 28 is formed between the thread groove slope 12a and the thread slope 22b. This gap 28 becomes a cause of liquid leakage at the screw coupling portion. In particular, in the case of a four-thread screw that places importance on workability, the engagement length between the screw groove 12 and the screw thread 22 is shortened, so that the sealing performance is inevitably lowered.

次に、図16によりシール突起15とシール溝25の嵌合によるシール構造について説明する。Aに示すように、シール突起15がシール溝25へ嵌合する前の状態では、シール突起15の開き角αは60°、シール溝25の開き角βは50°であり、α>βとなっている。そこで雄側ジョイント10と雌側ジョイント20をネジ結合すると、Bに示すように双方のネジ結合によるネジ結合力により、シール突起15は軸方向線Jに沿って進み、シール溝25の外壁面26及び内壁面27を外方へ押し広げながら嵌合する。 Next, a seal structure by fitting the seal protrusion 15 and the seal groove 25 will be described with reference to FIG. As shown in A, in a state before the seal protrusion 15 is fitted into the seal groove 25, the opening angle α of the seal protrusion 15 is 60 °, the opening angle β of the seal groove 25 is 50 °, and α> β It has become. Therefore, when the male joint 10 and the female joint 20 are screwed together, as shown in B, the seal projection 15 advances along the axial line J due to the screw coupling force due to both screw couplings, and the outer wall surface 26 of the seal groove 25 is shown. And it fits, expanding the inner wall surface 27 outward.

このため、雌側ジョイント20は樹脂製であるから、楔状に押し込まれるシール突起15により外壁面26及び内壁面27の双方が弾性変形して押し開かれ、その復元力でシール溝25の外壁面26がシール突起15の外側斜面16と及びシール溝25の内壁面27がシール突起15の内側斜面17とそれぞれ緊密に密着し、シール性を高める。しかも、外側斜面16と外壁面26及び内側斜面17と内壁面27はそれぞれテーパー面によりテーパー結合するので、さらにシール性が高まる。 For this reason, since the female joint 20 is made of resin, both the outer wall surface 26 and the inner wall surface 27 are elastically deformed and pushed open by the seal protrusion 15 pushed into a wedge shape, and the outer wall surface of the seal groove 25 is restored by its restoring force. 26 is in close contact with the outer slope 16 of the seal projection 15 and the inner wall surface 27 of the seal groove 25 with the inner slope 17 of the seal projection 15 to enhance the sealing performance. In addition, since the outer slope 16 and the outer wall surface 26 and the inner slope 17 and the inner wall surface 27 are respectively taper-coupled by a tapered surface, the sealing performance is further enhanced.

なお、本実施例のシール溝25は外壁面26及び内壁面27の双方が弾性変形する形式であり、シール溝25より外周側における一般肉厚部30の肉厚が比較的薄い薄肉タイプの単位管において可能になる。また、シール溝25の両側の壁面を弾性変形させるので、シール突起15を左右対称形状にすると効率よく両側の壁面を弾性変形させることができる。 Note that the seal groove 25 of the present embodiment is a type in which both the outer wall surface 26 and the inner wall surface 27 are elastically deformed, and is a thin type unit in which the thickness of the general thick portion 30 on the outer peripheral side from the seal groove 25 is relatively thin. Made possible in the tube. In addition, since the wall surfaces on both sides of the seal groove 25 are elastically deformed, the wall surfaces on both sides can be efficiently elastically deformed when the seal protrusions 15 are made symmetrical.

このように、シール突起15及びシール溝25をそれぞれ断面V字状にし、V字状の頂点を通る軸方向線Jに対して、外側斜面16及び外壁面26と内側斜面17及び内壁面27を対称に設けると、単位管2内を流れる液圧変動や単位管2の外部から加わる衝撃等により軸方向線Jを挟んで内外に力を受けても、いずれの場合にも、少なくとも一方側のテーパー面がシール性を維持して追従変形できるので、内外から変動する力を受ける用途においても高シール性を維持できる。JIS規格5種の耐圧要件である0.5MPaよりも遙かに高い流体圧が1.0MPa程度の内圧にも耐える高シール性を実現できる。 In this way, the seal protrusion 15 and the seal groove 25 are each formed into a V-shaped cross section, and the outer slope 16 and the outer wall surface 26, the inner slope 17 and the inner wall surface 27 are formed with respect to the axial line J passing through the V-shaped apex. When provided symmetrically, in either case, even if a force is applied to the inside and outside across the axial line J due to fluctuations in the fluid pressure flowing in the unit tube 2 or impact applied from the outside of the unit tube 2, at least one side Since the taper surface can follow and deform while maintaining the sealing performance, the high sealing performance can be maintained even in applications where the force varies from the inside to the outside. It is possible to realize a high sealing performance in which a fluid pressure much higher than 0.5 MPa, which is a pressure resistance requirement of five kinds of JIS standards, can withstand an internal pressure of about 1.0 MPa.

しかも、シール突起15とシール溝25の間には予めシリコン樹脂等の流動性のあるシール材40を充填しておけば、さらにシール性を高めることができる。このとき、シール材40はシール溝25内へ予め充填するだけで済むので、ネジ結合前に簡単に充填しておくことができ、作業性に優れたものになる。本実施例では樹脂製でありながらも、上記JIS規格5種の耐圧要件よりも遙かに高い1.0MPa程度の内圧にも確実に耐える高シール性を実現できる。 In addition, the sealing performance can be further improved if the sealing material 40 having fluidity such as silicone resin is filled between the sealing protrusion 15 and the sealing groove 25 in advance. At this time, since the sealing material 40 only needs to be filled in advance into the sealing groove 25, it can be filled easily before screw connection, and the workability is excellent. In this embodiment, although it is made of resin, a high sealing performance that can reliably withstand an internal pressure of about 1.0 MPa, which is far higher than the pressure resistance requirements of the above five JIS standards, can be realized.

なお、開き角α,βは、α>βの関係を維持すれば、その大きさは任意に設定できる。特に開き角αを大きくすると、4条ネジによるネジ結合におけるシール突起15の移動量であるストロークがあまり大きくなくても、シール溝25を十分大きく弾性変形させて必要なシール性能を得ることができるので、ストロークの小さな4条ネジ等の多条ネジに有効である。また、左右対称のV字状に限らず、斜面を内外いずれか一方側のみとする非対称形状でもよく、シール溝25側は角形断面や半円形断面略であってもよい。 The opening angles α and β can be arbitrarily set as long as the relationship α> β is maintained. In particular, when the opening angle α is increased, the seal groove 25 can be elastically deformed sufficiently large to obtain the required sealing performance even if the stroke, which is the amount of movement of the seal protrusion 15 in the screw connection by the four-thread screw, is not so large. Therefore, it is effective for multi-threaded screws such as 4-threaded screws with a small stroke. Further, the shape is not limited to the symmetrical V-shape, and may be an asymmetrical shape having a slope on only one of the inside and the outside, and the seal groove 25 side may have a substantially square or semicircular cross section.

さらに、シール材40は液状のものに限らず、パッキンやオーリングなどの固形部材でもよい。この場合には、固形のシール材40をシール溝25内へ予め入れておくだけで済むので、さらに作業性が向上する。 Furthermore, the sealing material 40 is not limited to a liquid material but may be a solid member such as packing or O-ring. In this case, it is only necessary to put the solid sealing material 40 in the sealing groove 25 in advance, so that workability is further improved.

図17は、雄側ジョイント10と雌側ジョイント20の結合時における状態を段階的に示す図であり、Aはネジ結合前の状態である。この状態で雄側ジョイント10の薄肉部11を雌側ジョイント20の薄肉部21の内側へ差し込むと、雄側ジョイント10のネジ山13が雌側ジョイント20におけるネジ山23ぼ外側へ当接したBの状態になる。
Bの状態では、シール突起16は先端側のみがシール溝25内へ抵抗無く入るが、シール溝を弾性変形する状態に至っていない。
FIG. 17 is a diagram showing the state when the male side joint 10 and the female side joint 20 are coupled step by step, and A is a state before the screw coupling. When the thin portion 11 of the male joint 10 is inserted into the thin portion 21 of the female joint 20 in this state, the screw thread 13 of the male joint 10 is in contact with the outer side of the screw thread 23 in the female joint 20. It becomes the state of.
In the state B, only the seal protrusion 16 enters the seal groove 25 without resistance at the tip end side, but has not yet reached a state where the seal groove is elastically deformed.

Cは4条ネジによるネジ結合が終了した状態であり、シール突起15はシール溝25内へ接触部の外壁面26及び内壁面27を弾性変形させながら嵌合するが、まだ十分には嵌合しておらず、段差14と薄肉部21の先端21aとの間に締め代35が形成されている初期嵌合状態となる。
Dはシール完了状態であり、Cにおいて締め代35が解消するまで雄側ジョイント10を締め込むと、シール突起15はシール溝25を弾性変形させて外壁面26及び内壁面27を押し広げながら十分に深く嵌合し、高いシール性能を実現する。
C is a state in which the screw connection by the four-thread screw is finished, and the seal protrusion 15 is fitted into the seal groove 25 while elastically deforming the outer wall surface 26 and the inner wall surface 27 of the contact portion, but is still sufficiently fitted. However, an initial fitting state in which a fastening allowance 35 is formed between the step 14 and the tip 21a of the thin portion 21 is obtained.
D is a seal completion state, and when the male joint 10 is tightened until the tightening allowance 35 is eliminated in C, the seal protrusion 15 is sufficiently deformed by elastically deforming the seal groove 25 and expanding the outer wall surface 26 and the inner wall surface 27. Fits deeply into the surface to achieve high sealing performance.

次に、本実施例の作用を説明する。図8に示すように、単位管2をマンホール5内へ入れ、さらに横穴状の既設管3による管路4内へ挿入する。続いて別の単位管2をマンホール5内へ入れ、先の管路4内にある単位管2の端部と、雄側ジョイント10及び雌側ジョイント20が向かい合うように合わせ、後からマンホール5内へ入れた単位管2を回転させると管路4内の単位管2とネジ結合によりネジ結合一体化するので、この一体化したものを管路4内へ送り込み、以後、マンホール5内にて新たな単位管2を継ぎ足し、管路4内へ送り込む作業を反復すれば、長尺の更正管1を管路4内へ容易に敷設できる。 Next, the operation of this embodiment will be described. As shown in FIG. 8, the unit pipe 2 is put into the manhole 5 and further inserted into the pipe line 4 by the existing pipe 3 having a horizontal hole shape. Subsequently, another unit pipe 2 is put into the manhole 5, and the end of the unit pipe 2 in the previous pipe line 4 is aligned with the male joint 10 and the female joint 20 so as to face each other. When the unit pipe 2 inserted into the pipe 4 is rotated, the unit pipe 2 in the pipe line 4 is screw-coupled and integrated by screw connection. The integrated pipe is fed into the pipe line 4, and is then renewed in the manhole 5. If the unit pipe 2 is added and the operation of feeding it into the pipe 4 is repeated, the long straightening pipe 1 can be easily laid in the pipe 4.

この継ぎ足し作業において、作業者は単位管2の外周を片方の手8で持ってマンホール5内へ入れ、略1/4回転すなわち略90°回転させて、更正管1の一端へ迅速に結合することができる。このため、略90°の回転で接続できるから、手を裏返すことなく接続できる。3条ネジなど、90°を超える回転角では、手を裏返す必要があるが、マンホール5へ上方から入れた手を裏返すことはかなり苦痛を伴う、手間のかかる作業となるが、このような作業を不要とし、快適かつ迅速に作業できる。 In this addition work, the operator holds the outer circumference of the unit tube 2 with one hand 8 and puts it into the manhole 5 and rotates it approximately 1/4 turn, that is, approximately 90 °, to quickly connect to one end of the correction tube 1. be able to. For this reason, since it can connect by rotation of about 90 degrees, it can connect without turning over a hand. At a rotation angle exceeding 90 °, such as a triple thread, it is necessary to turn the hand over, but turning the hand put into the manhole 5 from the top is quite painful and time-consuming work. Can be done comfortably and quickly.

また、4条ネジの結合と同時にシール突起15がシール溝25へ入り込んでシールが形成される。このときシール突起15の開き角αが比較的大きく、しかもシール溝25の開き角βよりも大きいから、シール突起15のストローク量に対してシール溝25を押し開く量の割合が大きくなり、速やかにシール溝25を押し開きながらシール突起15を嵌合して、シール突起15とシール溝25の対向する斜面を強固に密着させることができる。 Simultaneously with the coupling of the four-thread screw, the seal protrusion 15 enters the seal groove 25 to form a seal. At this time, since the opening angle α of the seal protrusion 15 is relatively large and larger than the opening angle β of the seal groove 25, the ratio of the amount of opening the seal groove 25 to the stroke amount of the seal protrusion 15 increases, and the The seal protrusion 15 is fitted while the seal groove 25 is pushed open, so that the opposed inclined surfaces of the seal protrusion 15 and the seal groove 25 can be firmly adhered.

このため、シール突起15のストローク量を比較的少なくすることができ4条ネジに好適なものとなり、かつ、シール突起15の突出量を小さくし、シール溝25を浅くすることができる。
さらに、シール溝25内へシール材40を充填することにより、シール性をより一層高めることができ、樹脂製でありながらも使用に十分な高シール性を実現できる。
For this reason, the stroke amount of the seal protrusion 15 can be made relatively small, which is suitable for a four-thread screw, the protrusion amount of the seal protrusion 15 can be reduced, and the seal groove 25 can be made shallow.
Further, by filling the sealing groove 25 with the sealing material 40, the sealing performance can be further enhanced, and a high sealing performance sufficient for use can be realized even though it is made of resin.

また、シール突起15及びシール溝25を一般肉厚部30の肉厚内に設けることで、更正管1の内径をジョイント部で大きくする必要がなく、面一にできるから、内径を可及的に大きくでき、ジョイント部内側に狭隘部を形成することなく大流量を可能にする。
その結果、既設管3内へ内挿するものであっても、更正管1を可及的に大径化でき、大流量を確保でき、更生管に好適なものとなる。
Further, by providing the seal protrusion 15 and the seal groove 25 within the thickness of the general thickness portion 30, it is not necessary to increase the inner diameter of the correction pipe 1 at the joint portion, and the inner diameter can be made as much as possible. The large flow rate can be achieved without forming a narrow part inside the joint part.
As a result, even if the pipe is inserted into the existing pipe 3, the diameter of the straightening pipe 1 can be increased as much as possible, and a large flow rate can be secured, which is suitable for the rehabilitation pipe.

なお、本願発明は上記実施例に限定されず種々に応用可能であり、例えば、管路は更生管としての用途のみならず、一般的な上下水道等や土木事業用等の各種流体用管路に利用できる。また、単位管の外径・内径及び一般肉厚等の寸法、耐圧性能等は使用目的に応じて任意に設定できる。また、第1実施例と第2実施例は構成各部が相互に利用不可能程度に独立したものではないから、適宜組合せることができる。
また、ジョイント部に設けられるネジは必ずしも4条ネジで有る必要はなく、2条以上の
多条ネジであれば足りる。
さらに、シール性能の基準は、必ずしもJIS規格の等級(5種)に限定されず、他の規格における同等のシール性能を要求される等級でもよい。
In addition, this invention is not limited to the said Example, It can apply variously, For example, a pipe line is not only the use as a rehabilitation pipe | tube, but the pipes for various fluids, such as a general water supply and sewage system and a civil engineering business Available to: Further, the dimensions such as the outer diameter and inner diameter of the unit pipe, the general wall thickness, pressure resistance, etc. can be arbitrarily set according to the purpose of use. Further, the first and second embodiments can be appropriately combined because the constituent parts are not independent of each other so that they cannot be used with each other.
Moreover, the screw provided in a joint part does not necessarily need to be a 4 item | strip | line screw, and it is sufficient if it is a multiple item | strip | row screw more than two.
Furthermore, the standard of the sealing performance is not necessarily limited to the JIS standard grade (5 types), and may be a grade that requires equivalent sealing performance in other standards.

1:更正管、2:単位管、10:雄側ジョイント、11:薄肉部、12:ネジ溝、13:ネジ山、15:シール突起、18:ネジ形成部、20:雌側ジョイント、21:薄肉部、22:ネジ溝、23:ネジ山、25:シール溝、28:ネジ形成部、30:一般肉厚部 1: correction pipe, 2: unit pipe, 10: male side joint, 11: thin part, 12: screw groove, 13: screw thread, 15: seal projection, 18: screw forming part, 20: female side joint, 21: Thin part, 22: screw groove, 23: screw thread, 25: seal groove, 28: screw forming part, 30: general thick part

Claims (8)

流体の流路を形成するため、所定長さの単位管の長さ方向一端側にネジを外周面に形成した雄ジョイント部を設け、他端側にネジを内周面に形成した雌ジョイント部を設け、これら雌雄のジョイント部はそれぞれ単位管の一般肉厚内に形成するとともに、この単位管を長さ方向へ複数継ぎ足して長尺の管体とし、接続時における長尺管体の外表面が面一になるようにした流体流路用管体の構造において、
前記単位管は樹脂製であり、前記雌雄のジョイント部のネジを多条ネジとし、
前記雌雄のジョイント部の一方側に、先端部がテーパー状断面をなして軸方向へ突出するシール突起を設け、他方側にこのシール突起が嵌合するシール溝を設け、
前記雌雄のジョイント部をネジ結合するとき、前記シール突起が前記シール溝を押し広げながら嵌合することを特徴とする流体流路用管体の構造。
In order to form a fluid flow path, a male joint part having a screw formed on the outer peripheral surface is provided on one end side in the length direction of the unit tube of a predetermined length, and a female joint part having a screw formed on the inner peripheral surface on the other end side The male and female joints are each formed within the general thickness of the unit pipe, and a plurality of unit pipes are added in the length direction to form a long pipe body, and the outer surface of the long pipe body when connected In the structure of the fluid flow path tube body that is made to be flush with each other,
The unit tube is made of resin, and the screw of the joint part of the male and female is a multi-threaded screw,
Provided on one side of the joint part of the male and female is a seal projection that protrudes in the axial direction with a tip having a tapered cross section, and on the other side is provided a seal groove into which this seal projection fits,
A structure of a fluid flow channel body, wherein when the male and female joint portions are screwed together, the seal protrusions are fitted while expanding the seal groove.
前記雌雄のネジは、各ジョイント部の周方向に略1/4周毎に形成された4本のネジ溝とこのネジ溝に係合する4本のネジ山からなる4条ネジであることを特徴とする請求項1に記載した流体流路用管体の構造。 The male and female screws are four-threaded screws comprising four screw grooves formed approximately every ¼ turn in the circumferential direction of each joint portion and four screw threads engaging with the screw grooves. 2. The structure of a fluid flow channel tube according to claim 1, wherein 前記シール突起とシール溝がネジ部よりも単位管の径方向内側に形成されていることを特徴とする請求項1又は2に記載した流体流路用管体の構造。 3. The fluid channel structure according to claim 1, wherein the seal protrusion and the seal groove are formed radially inside the unit tube with respect to the screw portion. 前記単位管を継ぎ足した長尺の管体は更正管として用いられることを特徴とする請求項1〜3のいずれかに記載した流体流路用管体の構造。 4. The fluid channel structure according to any one of claims 1 to 3, wherein a long tubular body to which the unit pipe is added is used as a correction pipe. 前記雌雄のジョイント部は、ネジ結合完了時にゆるみ止めをなすロック部を備えることを特徴とする請求項1〜4のいずれかに記載した流体流路用管体の構造。 5. The fluid channel structure according to claim 1, wherein the male and female joint portions each include a lock portion that prevents loosening when screw connection is completed. 前記シール突起は先端部をV字状断面とし、前記シール溝は前記シール突起が嵌合するV字状断面溝とし、前記シール突起のV字状をなす開き角度が前記シール溝のV字状をなす開き角度よりも大きいことを特徴とする請求項1〜5のいずれかに記載した流体流路用管体の構造。 The seal protrusion has a V-shaped cross-section at the tip, the seal groove has a V-shaped cross-section groove into which the seal protrusion is fitted, and the V-shaped opening angle of the seal protrusion has a V-shape of the seal groove. The structure of the pipe for fluid passages according to any one of claims 1 to 5, wherein the structure is larger than an opening angle. 前記シール溝内に予めシール材を入れ、シール突起の先端とシール溝の間をシールすることを特徴とする請求項1〜6のいずれかに記載した流体流路用管体の構造。 7. The fluid channel tube structure according to any one of claims 1 to 6, wherein a sealing material is previously placed in the sealing groove to seal between the tip of the sealing protrusion and the sealing groove. 前記単位管は、マンホール外にて、手で持ってマンホール内へ差し込んだ状態で継ぎ足し接続するものであることを特徴とする請求項1〜7のいずれかに記載した流体流路用管体の構造。 The pipe for a fluid flow path according to any one of claims 1 to 7, wherein the unit pipe is connected outside the manhole in a state of being held by hand and inserted into the manhole. Construction.
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