Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0216859B2 - - Google Patents
[go: Go Back, main page]

JPH0216859B2 - - Google Patents

Info

Publication number
JPH0216859B2
JPH0216859B2 JP57044040A JP4404082A JPH0216859B2 JP H0216859 B2 JPH0216859 B2 JP H0216859B2 JP 57044040 A JP57044040 A JP 57044040A JP 4404082 A JP4404082 A JP 4404082A JP H0216859 B2 JPH0216859 B2 JP H0216859B2
Authority
JP
Japan
Prior art keywords
tube
skin
square cross
square
pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP57044040A
Other languages
Japanese (ja)
Other versions
JPS58160835A (en
Inventor
Takeshi Ikeda
Tsutomu Kairiku
Micho Ochi
Nobuo Nishimura
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NISHAMA GOMU KK
OOSAKA GASU KK
Original Assignee
NISHAMA GOMU KK
OOSAKA GASU KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by NISHAMA GOMU KK, OOSAKA GASU KK filed Critical NISHAMA GOMU KK
Priority to JP57044040A priority Critical patent/JPS58160835A/en
Publication of JPS58160835A publication Critical patent/JPS58160835A/en
Publication of JPH0216859B2 publication Critical patent/JPH0216859B2/ja
Granted legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M3/00Investigating fluid-tightness of structures
    • G01M3/02Investigating fluid-tightness of structures by using fluid or vacuum
    • G01M3/26Investigating fluid-tightness of structures by using fluid or vacuum by measuring rate of loss or gain of fluid, e.g. by pressure-responsive devices, by flow detectors
    • G01M3/28Investigating fluid-tightness of structures by using fluid or vacuum by measuring rate of loss or gain of fluid, e.g. by pressure-responsive devices, by flow detectors for pipes, cables or tubes; for pipe joints or seals; for valves ; for welds
    • G01M3/2884Investigating fluid-tightness of structures by using fluid or vacuum by measuring rate of loss or gain of fluid, e.g. by pressure-responsive devices, by flow detectors for pipes, cables or tubes; for pipe joints or seals; for valves ; for welds for welds
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C65/00Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor
    • B29C65/78Means for handling the parts to be joined, e.g. for making containers or hollow articles, e.g. means for handling sheets, plates, web-like materials, tubular articles, hollow articles or elements to be joined therewith; Means for discharging the joined articles from the joining apparatus
    • B29C65/7802Positioning the parts to be joined, e.g. aligning, indexing or centring
    • B29C65/7838Positioning the parts to be joined, e.g. aligning, indexing or centring from the inside, e.g. of tubular or hollow articles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C65/00Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor
    • B29C65/82Testing the joint
    • B29C65/8207Testing the joint by mechanical methods
    • B29C65/8246Pressure tests, e.g. hydrostatic pressure tests
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C66/00General aspects of processes or apparatus for joining preformed parts
    • B29C66/01General aspects dealing with the joint area or with the area to be joined
    • B29C66/05Particular design of joint configurations
    • B29C66/10Particular design of joint configurations particular design of the joint cross-sections
    • B29C66/11Joint cross-sections comprising a single joint-segment, i.e. one of the parts to be joined comprising a single joint-segment in the joint cross-section
    • B29C66/114Single butt joints
    • B29C66/1142Single butt to butt joints
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C66/00General aspects of processes or apparatus for joining preformed parts
    • B29C66/50General aspects of joining tubular articles; General aspects of joining long products, i.e. bars or profiled elements; General aspects of joining single elements to tubular articles, hollow articles or bars; General aspects of joining several hollow-preforms to form hollow or tubular articles
    • B29C66/51Joining tubular articles, profiled elements or bars; Joining single elements to tubular articles, hollow articles or bars; Joining several hollow-preforms to form hollow or tubular articles
    • B29C66/52Joining tubular articles, bars or profiled elements
    • B29C66/522Joining tubular articles
    • B29C66/5221Joining tubular articles for forming coaxial connections, i.e. the tubular articles to be joined forming a zero angle relative to each other
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C66/00General aspects of processes or apparatus for joining preformed parts
    • B29C66/50General aspects of joining tubular articles; General aspects of joining long products, i.e. bars or profiled elements; General aspects of joining single elements to tubular articles, hollow articles or bars; General aspects of joining several hollow-preforms to form hollow or tubular articles
    • B29C66/51Joining tubular articles, profiled elements or bars; Joining single elements to tubular articles, hollow articles or bars; Joining several hollow-preforms to form hollow or tubular articles
    • B29C66/52Joining tubular articles, bars or profiled elements
    • B29C66/522Joining tubular articles
    • B29C66/5223Joining tubular articles for forming corner connections or elbows, e.g. for making V-shaped pieces
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C66/00General aspects of processes or apparatus for joining preformed parts
    • B29C66/01General aspects dealing with the joint area or with the area to be joined
    • B29C66/05Particular design of joint configurations
    • B29C66/10Particular design of joint configurations particular design of the joint cross-sections
    • B29C66/12Joint cross-sections combining only two joint-segments; Tongue and groove joints; Tenon and mortise joints; Stepped joint cross-sections
    • B29C66/122Joint cross-sections combining only two joint-segments, i.e. one of the parts to be joined comprising only two joint-segments in the joint cross-section
    • B29C66/1224Joint cross-sections combining only two joint-segments, i.e. one of the parts to be joined comprising only two joint-segments in the joint cross-section comprising at least a butt joint-segment
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C66/00General aspects of processes or apparatus for joining preformed parts
    • B29C66/01General aspects dealing with the joint area or with the area to be joined
    • B29C66/05Particular design of joint configurations
    • B29C66/10Particular design of joint configurations particular design of the joint cross-sections
    • B29C66/12Joint cross-sections combining only two joint-segments; Tongue and groove joints; Tenon and mortise joints; Stepped joint cross-sections
    • B29C66/122Joint cross-sections combining only two joint-segments, i.e. one of the parts to be joined comprising only two joint-segments in the joint cross-section
    • B29C66/1226Joint cross-sections combining only two joint-segments, i.e. one of the parts to be joined comprising only two joint-segments in the joint cross-section comprising at least one bevelled joint-segment

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Examining Or Testing Airtightness (AREA)

Description

【発明の詳細な説明】 この発明は、管相互の接合端部の肌合せ接合方
法に関するもので、詳しくは、従来の煩雑な作業
を省略し且つ自動的に好適な接合端部の肌合せが
容易に出来、熔接のためのスペースを利用し、熔
接後そのまま接合部の良否並びに強度テストが可
能で、熔接の完了を確認し得ることが可能な、工
程の短縮と完全な接合を確保する肌合せ接合方法
に係るものである。 従来、管同士の接合は、鋼管に限らず各種材質
について行なわれているが、接合には複雑な管相
互の肌合せを行ない接合されているが、その接合
部は強度および漏れの試験を必要とするものであ
り、工場あるいは配管敷設現場でも、ある長さま
で定尺の管を接合後、両端を盲蓋等で閉ざし、中
へ加圧流体を閉じ込め、漏れおよび強度試験をす
るのが通例である。 この盲蓋の方法は、大量の加圧流体が必要なこ
とはもち論であるが、このように容積が大きい場
合は、わずかな漏れでは圧力の変化が小さく、長
時間放置(たとえば、一昼夜以上)することとな
り、この間の温度変化による圧力補正も必要とな
る。しかし、この方法は、一定の工場等の限られ
た場所では実施できる方法であるが、地下埋設、
海底配管においては、流体を導入しての強度試
験、漏れ試験としては問題がある。すなわち、も
し、管全体に加圧流体を充填することはできて
も、多量の流体と多くの工数と時間を要すること
と、万一漏れた場合その漏れる場所の確定までは
不可能である。確定するためには、たとえば、埋
設配管の場合、一度は埋め戻した土を再度掘り返
して、全接合箇所を、たとえば、石鹸水等でチエ
ツクすることになり、労力と時間の損失は大きい
ものとなる。また、現場での埋設配管の場合は、
特に、交通遮断の時間を極力短縮する必要があ
り、現場での漏れ試験、耐圧試験は、極力短時間
で行なうことが肝要となる。 従つて、管の接合に対する関連作業の改善の必
要性が痛感されている。まず、従来の状態に言及
する。 従来、接合される2つの管の接合端部の肌合せ
作業の実施状況について述べる。 たとえば、鋼管の場合、鋼管断面は必ずしも真
円ではなく、多少楕円形になつており、また、管
径には公差が認められており、管ごとに内径に差
があるのが普通である。 ここで言う肌合せとは、相互の管軸を合わす芯
合せと、多少楕円形のときは、2つの管の長軸同
士または短軸同士を合わせる2つの作業を含むも
のである。 従来、肌合せのためには、2つの管の長軸方向
をさがすために数か所の管径を測定しなければな
らず、その長軸方向が合うように、接合する管を
回し、次に、2つの管の中心軸が同一線上になる
ように芯合せを行なうものである。従来の芯合せ
については、第1図、第2図に基づいて説明す
る。 第1図は長軸方向合わせを行なつた後の芯合せ
状態を示す正面図、第2図は、同じく側面図であ
る。 図において、1はコの字形金具で、まず、管径
の大きな管aにコの字形金具1の一方端を軸線方
向と平行に、径方向へ等間隔にて熔接2固定す
る。このコの字形金具1は、第2図に示すよう
に、外周に3か所以上設定される。次に、長軸方
向を合わせて、管bをコの字形金具1の内側に挿
入し、くさび4を各コの字形金具1と管bとの間
に打ち込み、芯出しを行なつた後、くさび4と管
bとの透き間3を熔接して、管a,b両者をコの
字形金具1で固定して位置決めし、突き合せ周縁
部を熔接する。熔接後、コの字形金具1の熔接部
を切り落とし、外周面に残つた傷の修正を行なつ
ているものである。また、この従来の方法は外面
を基準とするものであり、内面に段差の出来る可
能性が大である。 上記のとおり、従来はこのような煩雑な作業に
よつて肌合せ接合を行なつていたものである。 因つて、発明者らは、このような従来の煩雑な
作業の改善を目的とし、従来のようなコの字形金
具1もくさび4による芯合せ調節も必要なく、ま
た、楕円形の長軸を合わせるための寸法測定も省
略出来る方法を探究したものである。すなわち、
接合部の肌合せ装置を案出し、この装置を用いて
圧力流体の加圧によつて接合する管の一方と、該
装置の中心軸を同一線上になるようにすると同時
に、管のひずみも真円状態化され、次に、他方の
接合管を上記同様圧力流体の加圧によつて、該装
置と同一中心軸状態にすると同時に管のひずみも
真円状態化されて、管相互の肌合せが行なわれる
ものである。この肌合せがすんだ後接合部を熔接
し、そのまま熔接部の加圧試験が出来るように構
成したものである。 その基本的機構について説明する。 まず、弾性高分子物質からなる、特に靭性の大
なるゴム状弾性体による芯合せ作用についての技
術的背景に言及する。 第3図は、通常のゴムチユーブで、第3図−A
は膨脹前の状態を示す断面、第3図−Bは内圧を
加えた場合の状態を示す断面で、内圧を張ると内
径は小さくなる方にふくれるのでなく、内径も外
径も、またチユーブ断面もすべて大きくなりほぼ
相似形にて大きくなることがわかる。このことは
円形断面でも角形断面でも同様である。 第4図は、外周部に角形断面溝をもつ金属リン
グMRを縦断面にて示したもので、5は角形断面
溝であり、第4図−Aは、角形チユーブ6を角形
断面溝5に嵌合したもので、内圧を張らない場合
の状態を示したものであり、第4図−Bは、内圧
を張つた場合の状態を断面にて示したものであ
る。内圧を張ると、角形断面溝の側壁で横にはふ
くれないが、角形チユーブ6の内径、外径ともに
大きくなる。 因つて、この角形チユーブの内径側を固定する
構想を第5図に示したものである。 すなわち、角形チユーブ6の内径側に帯鋼リン
グ7を埋設した角形チユーブを金属リングMR
の角形断面溝5に設定したものであり、第5図−
Aは、内圧を張らない場合、第5図−Bは、内圧
を張つた場合の状態を縦断面にて示したもので、
この場合の角形チユーブの内径は、内圧を張つ
ても変化なく外径のみ大きくなるものである。 このような機構を有する装置を接続管9中へ挿
入して角形チユーブに内圧を張つた場合の状態
を第6図の断面図に示したが、この場合、外周部
に角形断面溝5をもつ金属リングMRに矢印方向
に荷重Wをかけたときのxの変化すなわち撓みを
Δxとして実験した結果は第7図のW−Δx曲線に
示すとおりである。 この第7図は縦軸に荷重W(ton.)を、横軸に
Δx(mm)を示したものである。 この実験に用いた接着管9には鋼管400Aを
使用し、弾性高分子物質からなるゴム状弾性体の
剪断弾性率は90Kg/cm2のものを用いた場合であ
る。 このW−Δx曲線は、剪断弾性率やその他設計
諸元によつても変つてくるが、この例示からみて
も如何に大きな芯合せ力があるかがわかる。 なお、この力は角形チユーブの両側の側壁部
8aの剛性に大きく影響されるが、内圧ではほと
んど作用されない。 この角形チユーブを使用して接続管の肌合せ
を行なう機構の原理を、第8図の原理的概要図に
て説明する。 図において、CTEは、肌合せ装置で、該装置
は、中央に中空部11を有する円筒状の基体10
の外周上に、固定用角形断面溝FCSとして第1角
形断面溝12、第2角形断面溝13を設け、接続
用角形断面溝JCSとして第3角形断面溝14を軸
線方向に、熔接部の下部に、熔接により支障のな
い適当な間隔のスペース部を設けて突出環状に形
成するもので、実用的には各角形断面溝のそれぞ
れの側壁12a,13a,14aは、上記の角形
断面溝の位置によつて、両側壁または一方の側壁
は、基体10の外周上に組立式に構成されるもの
である。 この装置CTEは、鋼管接合例のため円筒状の
基体10を使用するが、異形接合の場合は、それ
ぞれの形状に対応する形状の基体が使用されるこ
とはもち論である。 上記第1、第2、第3角形断面溝1213
14に嵌合する角形チユーブ15は、前記実験の
説明に使用した一体構造のものを図示したもので
あるが、実用的には、底面部15aと、側壁部1
5bの両側と外周部15cとからなる断面U形環
状部との2部分を底部にて組み合わせるように成
形して、角形断面溝の側壁の組立によつて気密部
15dを形成するか、あるいは、断面U形環状部
と底面部15aとをあらかじめ接合したものを形
成し、これらを側壁の組立によつて強力に組立固
定するように構成されるものである。 もち論、底面部15aには、前記帯鋼リング7
と同系の金属の固定リング16が埋設され、角形
チユーブ15の断面U形環状部の下面部を、底面
部15aと同様に非伸長性に、角形断面溝の底部
に固定するものである。また、埋設の固定リング
16には、基体10からの流体導入管とを接合す
る金具が設けられる。図は、流体導入の接合を省
略したものである。 なお、角形チユーブ15は、弾性高分子物質か
らなる靭性とモジユラスの大なるゴム状物質から
形成されるもので、高度の剪断弾性率を有するも
のである。また、第2角形断面溝13と第3角形
断面溝14との間には熔接部の下部に熔接により
支障のない間隔のスペース部TSが設けられる。
該スペース部を利用して熔接接合部の漏れ並びに
強度テストを行なうことができる。 本実施例は、第8図に示すごとく管体Paと接
続管Pbとの両直管相互の接合端部の肌合せ接合
方法を例示したものであり、この肌合せ装置
CTEを、管体Pa内に、固定用角形断面溝FCSで
ある第1角形断面溝12と第2角形断面溝13
スペース部TSの長さの一部分である約1/2部との
範囲を挿入し、スペース部TSの残りの約1/2部の
長さと接合用角形断面溝JCSである第3角形断面
14との範囲を接続用肌合せ部CCとして管体
Pa外に突出するように残して設定されるもので
ある。この両直管相互の接合の場合は固定用角形
断面溝を2個使用するものである。 このように設定して、固定用角形断面溝である
第1角形断面溝12と第2角形断面溝13の角形
チユーブ15の気密部15dに内圧を張ると肌合
せ装置CTEの軸の中心線ECと管体Paの中心線
PaCとは同一線上になるように作動し、管体Pa
の断面楕円ひずみは真円に近くなるように真円状
態化され、この肌合せ装置CTEはかたく固定状
態となる。 次に、管体Paの外に残して突出させたスペー
ス部TSの長さの約1/2部と接合用角形断面溝JCS
とからなる接続用肌合せ部CCに接着管Pbを挿入
する。その状態では、図示のように、接着管Pb
の中心線PbCは、肌合せ装置CTEと管体Paの中
心線EC,PaCとはずれている。 この状態で、次に、第3角形断面溝14の角形
チユーブ15の気密部15dに内圧をはると、接
着管Pbの中心線PbCと、肌合せ装置CTEの中心
線ECおび管体Paの中心線PaCとは同一線上にな
るように作動し、接着管のひずみは真円状態化さ
れ肌合せが完了することになる。 次に、この固定状態にてスペース部上の管体
Paと接着管Pbとの相互の端部の肌合せ部を熔接
して、接合端部の肌合せ接合を行なうものであ
る。 接合されると、第2角形断面溝13と第3角形
断面溝14との間に形成されたスペース部TSは、
角形チユーブ15の加圧によつて気密空間部が形
成されているため、このスペース部TSに、所要
の圧力の流体(気体または液体)を導入すれば、
接合部の気密試験および強度試験を、肌合せ接合
と同時に行なうことが出来る。従つて、異状がな
ければ、埋設管の場合は、直ちに埋め戻しが出来
る大きな利点を有するものであり、従来のよう
な、芯合せ用金具の熔接、クサビ調節、予備寸法
測定等の煩雑な手数の必要もなく、さらに、芯合
せ用金具の熔接部の取り除き並びにその補修等の
省略ばかりでなく、また、長尺の配管全体の試験
を別途に行なう必要がなく、熔接後同時に、熔接
部の下部のスペース部を利用して、局部的な試験
にて漏れ並びに熔接部の強度を直ちに行なうこと
が出来る等の顕著な特徴を有するものであるが、
特に、短時間にすべてが完了出来ることが著しい
効果である。 以上、上記の実施例は、直管相互の場合を例示
したものであるが、次に、直管と曲管との接合の
場合に言及する。 この直曲管接合の場合は、直管相互の肌合せの
実施例の場合のような肌合せ装置CTEでは長す
ぎて曲管の内壁に当たるので、該装置の外径も長
さも小さくする必要がある。従つて、角形断面溝
並びに角形チユーブに必要な補修について、第9
図〜第12図にて説明する。 第9図は、直管と曲管接合の場合の肌合せ装置
の直曲管用角形断面溝17と角形チユーブ15
の関係を示す説明的拡大部分断面図で、管体Pa
の内径IDに対して、直曲管用角形断面溝17
側壁17aの外径ODを小さくする必要のため、
その透き間RIが比較的広くなり、この直曲管用
角形断面溝17に、前実施例の直管相互用の角形
チユーブ15を使用し、その気密部15dに流体
の内圧を張ると、図示のとおり側壁部15bの上
部が透き間にはみ出し耐圧が弱くなる。従つて、
直曲管接合の場合は、この耐圧低下を防止する必
要がある。第10図は、補強角形チユーブ18
補強構造を示す直曲管用角形断面溝17の要部の
拡大部分断面図で、左側半分は気密部18dに内
圧を掛ける前の状態、右側半分は内圧を張つた時
の状態を示すものである。その直曲管用角形断面
17の側壁17aと補強角形チユーブ18の側
壁部18bとの間の全側壁環状部に、単位扇形金
属板19を、第11図の単位扇形金属板19の組
合せ平面図に示すように、ドーナツ状に多数が組
み合わされて挿入される。 この単位扇形金属板19には、それぞれ、補強
角形チユーブ18の側壁部18bの環状溝20に
はまり込む環状突起19aが設けられる。 因つて、補強角形チユーブ18に内圧を掛ける
と、その側壁部18bの伸長と共に単位扇形金属
19は外径方向へ移動し、補強角形チユーブ
8のはみ出しは抑制され、強力な圧力が保持され
る。補強角形チユーブ18は、前実施例同様、底
面部18a、側壁部18b、外周部18c、気密
部18dを形成するものである。 次に、上記の直曲管接合用の肌合せ装置CTE
による接合端部の肌合せ接合方法に言及する。 本実施例は、第12図に示すごとく、直管状の
管体Paと接着曲管Pcとの場合を例示したもので、
直曲管接合の場合は、直曲管の固定用角形断面溝
17(FCS)と直曲管の接続用角形断面溝17
(JCS)をそれぞれ1個使用するものである。前
実施例と同様、基体10の外周上に、少なくとも
両側壁の外側の一方の側壁は組立式に構成され
る。また、この補強角形チユーブ18は、側壁部
18bに環状溝20を設ける外は、前記の実施例
の角形チユーブ15と同様に製作され、側壁部1
8bが単位扇形金属板にて補強され角形断面溝の
側壁の組立によつて強力に固定するように構成さ
れるものである。 この場合は、単位扇形金属板19が、直曲管の
固定用と接続用の角形断面溝17の側壁17aと
補強角形チユーブ18との間に挿入されている。
この2個の同一角形断面溝17から形成されてい
るもので、その一方を直曲管の固定用角形断面溝
17(FCS)とし、他方を直曲管の接続用角形断
面溝17(JCS)とし、その両者の角形断面溝の
間にスペース部TSを形成するものである。この
装置を用い、直管状の管体Paに、直曲管の固定
用角形断面溝17(FCS)とスペース部TSの長
さの一部分である約1/2部との範囲を挿入し、ス
ペース部TSの残りの約1/2部の長さと直曲管の接
合用角形断面溝17(JCS)との範囲を接続用肌
合せ部CCとして、管体Pa外に突出するように設
定する。 このように設定して水平を保ちながら、直曲管
の固定用角形断面溝の補強角形チユーブ18の気
密部18dに内圧を張ると、この装置の軸の中心
線ECと管体Paの中心線PaCとは同一線上になる
ように作動し、管体のひずみは真円に近くなるよ
うに真円状態化して固く固定される。 次に、管体Pa外に突出した接続用肌合せ部CC
に接続曲管PCを挿入する。その状態では、図示
のように、接続曲管PCの中心線PcCは、肌合せ
装置CTEと管体Paの中心線EC,PaCとはずれて
いる。次に、直曲管の接続用角形断面溝17
(JCS)の補強角形チユーブ18に内圧を張ると、
接続曲管PCの中心線PcCと合致する。また、こ
れと逆の曲管に直管を接続する場合も可能である
ことはもち論である。 この長さも外径も短い肌合せ装置CTEは使用
後容易に曲管から抜き取ることが出来るものであ
る。上記各実施例における装置においては中空部
を有する基体を例示したが、中空である必要はな
く、これに限定するものでない。 この発明は、直管と直管および直管と曲管等多
くの管体の肌合せ接合が短時間に、しかも容易に
好適に行なうことが出来、そのまま漏れ試験およ
び強度試験が実施出来るもので、前記のような多
くの特徴を有するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for joining pipes by aligning the ends of the joints, and more specifically, by omitting the conventional complicated work and automatically aligning the ends of the joints in a suitable manner. It is easy to make, makes use of the space available for welding, and can test the quality and strength of the joint immediately after welding, allowing you to confirm the completion of welding, shortening the process and ensuring a perfect joint. This relates to a joining method. Traditionally, pipes have been joined together using various materials, not just steel pipes, but joining involves complex surface alignment of the pipes, but the joints require testing for strength and leakage. Therefore, in factories and piping construction sites, it is customary to join a fixed length of pipe to a certain length, then close both ends with blind lids, etc., trap pressurized fluid inside, and perform leakage and strength tests. be. It goes without saying that this blind lid method requires a large amount of pressurized fluid, but when the volume is large, even a small leak will cause a small change in pressure. ), and pressure correction due to temperature changes during this period is also required. However, although this method can be implemented in limited places such as certain factories, underground
For submarine piping, there are problems with strength testing and leakage testing by introducing fluid. That is, even if it were possible to fill the entire pipe with pressurized fluid, it would require a large amount of fluid, many man-hours, and time, and in the event of a leak, it would be impossible to determine the location of the leak. In order to confirm, for example, in the case of buried piping, the soil that has been backfilled must be dug up again and all joints checked with soapy water, etc., which results in a large loss of labor and time. Become. In addition, in the case of buried piping on site,
In particular, it is necessary to shorten the time during which traffic is shut down as much as possible, and it is essential that on-site leak tests and pressure tests be carried out in as short a time as possible. Accordingly, there is a keenly felt need for improvements in the operations associated with joining pipes. First, let us refer to the conventional state. The state of the conventional process of aligning the joint ends of two pipes to be joined will be described. For example, in the case of steel pipes, the cross section of the steel pipe is not necessarily a perfect circle, but rather an ellipse, and tolerances are allowed for the pipe diameter, so it is common for each pipe to have a different inner diameter. The skin alignment mentioned here includes two operations: centering, which aligns the axes of the two tubes, and, if the tubes are somewhat oval, aligning the long axes or short axes of the two tubes. Conventionally, in order to align the skin, it was necessary to measure the diameters of the two tubes in several places to find the long axis direction, turn the tubes to be joined so that the long axis directions match, and then measure the diameters of the tubes. First, the two tubes are aligned so that their central axes are on the same line. Conventional alignment will be explained based on FIGS. 1 and 2. FIG. 1 is a front view showing the alignment state after longitudinal alignment, and FIG. 2 is a side view. In the figure, reference numeral 1 denotes a U-shaped metal fitting. First, one end of the U-shaped metal fitting 1 is welded 2 to a pipe a having a large diameter parallel to the axial direction at equal intervals in the radial direction. As shown in FIG. 2, this U-shaped metal fitting 1 is provided at three or more locations on the outer periphery. Next, aligning the longitudinal axis direction, insert the tube b inside the U-shaped metal fitting 1, drive the wedge 4 between each U-shaped metal fitting 1 and the tube b, and perform centering. The gap 3 between the wedge 4 and the tube b is welded, both the tubes a and b are fixed and positioned with the U-shaped metal fitting 1, and the butted peripheral edges are welded. After welding, the welded portion of the U-shaped metal fitting 1 is cut off, and any scratches left on the outer circumferential surface are repaired. Furthermore, this conventional method uses the outer surface as a reference, and there is a high possibility that a step will be formed on the inner surface. As mentioned above, skin-to-skin joining has conventionally been performed through such complicated operations. Therefore, the inventors aimed to improve such conventional complicated work, and created a method that eliminates the need for centering adjustment using the conventional U-shaped metal fitting 1 and the wedge 4, and also allows the long axis of the ellipse to be adjusted. This research explores a method that can eliminate the need for dimension measurements for alignment. That is,
We devised a device for skin-aligning joints, and used this device to align one side of the pipes to be joined with the center axis of the device by applying pressure fluid, and at the same time to ensure that the strain in the pipes was also true. Then, by pressurizing the other joining pipe with pressure fluid in the same manner as described above, it is made to have the same center axis as the device, and at the same time, the strain in the pipe is also made into a perfect circle, and the pipes are brought into line with each other. is to be carried out. After this skin matching is completed, the joint is welded and the welded part is then subjected to a pressure test. The basic mechanism will be explained. First, we will discuss the technical background regarding the centering action of a particularly tough rubber-like elastic body made of an elastic polymer material. Figure 3 shows a normal rubber tube, Figure 3-A
Figure 3-B is a cross section showing the state before expansion, and Figure 3-B is a cross section showing the state when internal pressure is applied. It can be seen that all of the shapes become larger, and they grow in almost similar shapes. This is true for both circular and square cross sections. FIG. 4 shows a vertical section of a metal ring MR having a square cross-section groove on the outer periphery, 5 is the square cross-section groove, and FIG. 4-A shows a square tube 6 connected to the square cross-section groove 5. This shows the state in which they are fitted and no internal pressure is applied, and FIG. 4-B is a cross-sectional view of the state in which the internal pressure is applied. When internal pressure is applied, the side walls of the rectangular cross-sectional groove do not bulge laterally, but both the inner and outer diameters of the rectangular tube 6 become larger. Therefore, the concept of fixing the inner diameter side of this rectangular tube is shown in FIG. In other words, a square tube 8 with a steel band ring 7 embedded in the inner diameter side of the square tube 6 is connected to a metal ring MR.
It is set in the rectangular cross-section groove 5, as shown in Fig. 5-
A is a longitudinal section showing the state when no internal pressure is applied, and Fig. 5-B is a longitudinal cross-sectional view of the state when internal pressure is applied.
In this case, the inner diameter of the rectangular tube 8 does not change even if the inner pressure is applied, and only the outer diameter increases. The cross-sectional view of FIG. 6 shows a state in which a device having such a mechanism is inserted into the connecting pipe 9 and internal pressure is applied to the square tube 8. In this case, a square cross-section groove 5 is formed on the outer periphery. When a load W is applied to the metal ring MR in the direction of the arrow, the change in x, that is, the deflection is set as Δx, and the results are shown in the W-Δx curve in FIG. In FIG. 7, the vertical axis shows the load W (ton.), and the horizontal axis shows Δx (mm). A 400A steel pipe was used as the adhesive tube 9 used in this experiment, and a rubber-like elastic body made of an elastic polymer material had a shear modulus of 90 kg/cm 2 . Although this W-Δx curve changes depending on the shear modulus and other design parameters, it can be seen from this example how large the centering force is. Note that this force is greatly influenced by the rigidity of the side wall portions 8a on both sides of the rectangular tube 8 , but is hardly affected by the internal pressure. The principle of a mechanism for aligning connecting tubes using this rectangular tube 8 will be explained with reference to a schematic diagram of the principle in FIG. In the figure, CTE is a skin matching device, which has a cylindrical base 10 with a hollow part 11 in the center.
A first rectangular cross-section groove 12 and a second rectangular cross-section groove 13 are provided as a rectangular cross-section groove FCS for fixing, and a third rectangular cross-section groove 14 is provided as a rectangular cross-section groove JCS for connection in the axial direction on the lower part of the welded part. It is formed into a protruding annular shape by providing a space part at an appropriate interval without causing any trouble by welding.Practically speaking, each side wall 12a, 13a, 14a of each square cross-section groove is located at the position of the above-mentioned square cross-section groove. Depending on the configuration, both side walls or one side wall are assembled on the outer periphery of the base body 10. This apparatus CTE uses a cylindrical base 10 for joining steel pipes, but it goes without saying that for irregular joining, bases having shapes corresponding to the respective shapes are used. The first, second and third rectangular cross-section grooves 12 , 13 ,
The rectangular tube 15 that fits into the tube 14 is shown as having an integral structure used in the explanation of the experiment, but in practice, the bottom part 15a and the side wall part 1
The airtight part 15d is formed by assembling the side walls of the rectangular cross-sectional groove by molding the two parts of the U-shaped annular part consisting of both sides of the 5b and the outer peripheral part 15c at the bottom, or The annular portion having a U-shaped cross section and the bottom portion 15a are formed by joining together in advance, and these are configured to be strongly assembled and fixed by assembling the side walls. Of course, the bottom portion 15a has the steel band ring 7.
A fixing ring 16 of the same type of metal is embedded, and fixes the lower surface of the U-shaped annular section of the square tube 15 to the bottom of the square cross-section groove in a non-stretchable manner similar to the bottom section 15a. Further, the embedded fixing ring 16 is provided with a metal fitting for joining the fluid introduction pipe from the base body 10. The figure omits the connection for fluid introduction. The rectangular tube 15 is made of a rubber-like material with high toughness and modulus made of an elastic polymer material, and has a high shear modulus. Moreover, between the second rectangular cross-sectional groove 13 and the third rectangular cross-sectional groove 14 , a space part TS is provided at the lower part of the welded part at a distance that does not interfere with welding.
The space can be used to test for leakage and strength of the welded joint. This embodiment is an example of a method for skin-to-bottom joining of the joining ends of the pipe body Pa and the connecting pipe Pb, as shown in FIG.
The CTE is placed in the pipe body Pa in the range of the first rectangular cross-sectional groove 12 and the second rectangular cross-sectional groove 13 , which are the rectangular cross-sectional groove FCS for fixing, and about 1/2 part, which is a part of the length of the space part TS. Insert the tubular body into the area between the remaining approximately 1/2 length of the space part TS and the third square cross-section groove 14 , which is the joint square cross-section groove JCS, as the connection skin-matching part CC.
It is set so that it is left protruding outside the Pa. In the case of joining both straight pipes to each other, two fixing square cross-section grooves are used. With this setting, when internal pressure is applied to the airtight portion 15d of the rectangular tube 15 of the first rectangular cross-sectional groove 12 and the second rectangular cross-sectional groove 13 , which are the rectangular cross-sectional grooves for fixing, the center line EC of the axis of the skin matching device CTE and the center line of the tube body Pa
It operates so that it is collinear with PaC, and the pipe body Pa
The cross-sectional ellipse distortion of is made into a perfect circle so that it becomes close to a perfect circle, and this skin matching device CTE is firmly fixed. Next, about 1/2 of the length of the space part TS left outside the pipe body Pa and the square cross-section groove JCS for joining.
Insert the adhesive tube Pb into the connection skin-matching portion CC consisting of the following. In that state, as shown, the adhesive tube Pb
The center line PbC is different from the center lines EC and PaC of the skin matching device CTE and the tube body Pa. In this state, next, when internal pressure is applied to the airtight portion 15d of the square tube 15 of the third square cross-sectional groove 14 , the center line PbC of the adhesive tube Pb, the center line EC of the skin matching device CTE, and the center line of the tube body Pa. It operates so that it is on the same line as the center line PaC, and the strain in the adhesive tube becomes a perfect circle, completing the skin alignment. Next, in this fixed state, the pipe body above the space part
The skin-matching portions of the mutual ends of Pa and the bonded tube Pb are welded to perform skin-to-skin joining of the joined ends. When joined, the space portion TS formed between the second rectangular cross-sectional groove 13 and the third rectangular cross-sectional groove 14 is
Since an airtight space is formed by pressurizing the rectangular tube 15 , if fluid (gas or liquid) at the required pressure is introduced into this space TS,
The airtightness test and strength test of the joint can be performed at the same time as skin-to-skin joining. Therefore, if there is no abnormality, buried pipes have the great advantage of being able to be immediately backfilled, and the conventional troublesome steps such as welding metal fittings for centering, adjusting wedges, and measuring preliminary dimensions are eliminated. In addition, there is no need to remove and repair the welded part of the alignment fitting, and there is no need to separately test the entire long pipe. It has remarkable features such as the ability to immediately perform local tests to check for leakage and the strength of welded parts by using the space at the bottom.
A particularly significant effect is that everything can be completed in a short period of time. The above-described embodiments have exemplified the case where straight pipes are connected to each other, but next, the case where a straight pipe and a curved pipe are joined will be described. In the case of this straight curved pipe joint, the skin matching device CTE used in the example of skin matching between straight pipes is too long and hits the inner wall of the curved pipe, so it is necessary to reduce the outside diameter and length of the device. be. Therefore, regarding the necessary repairs to square cross-section grooves and square tubes, Section 9
This will be explained with reference to FIGS. FIG. 9 is an explanatory enlarged partial sectional view showing the relationship between the rectangular cross-sectional groove 17 for a straight pipe and the rectangular tube 15 of the skin matching device in the case of joining a straight pipe and a curved pipe.
Because it is necessary to reduce the outer diameter OD of the side wall 17a of the rectangular cross-section groove 17 for straight bent pipes with respect to the inner diameter ID,
The clearance RI becomes relatively wide, and if the square tube 15 for mutual use of straight pipes of the previous embodiment is used in the square cross-sectional groove 17 for straight pipes, and the internal pressure of fluid is applied to the airtight portion 15d, as shown in the figure. The upper part of the side wall portion 15b protrudes into the gap and the withstand pressure becomes weaker. Therefore,
In the case of straight bent pipe joints, it is necessary to prevent this drop in pressure resistance. FIG. 10 is an enlarged partial cross-sectional view of the main part of the rectangular cross-sectional groove 17 for a straight curved pipe showing the reinforcing structure of the reinforced rectangular tube 18. The left half shows the state before internal pressure is applied to the airtight part 18d, and the right half shows the state before internal pressure is applied. This shows the condition when it is stretched. A unit fan-shaped metal plate 19 is installed in the entire side wall annular portion between the side wall 17a of the rectangular cross-section groove 17 for straight bent pipes and the side wall portion 18b of the reinforcing rectangular tube 18.A combination plan view of the unit fan-shaped metal plate 19 in FIG. As shown in the figure, many are inserted in a donut shape. Each of the unit fan-shaped metal plates 19 is provided with an annular protrusion 19a that fits into an annular groove 20 of the side wall portion 18b of the reinforcing square tube 18. Therefore, when internal pressure is applied to the reinforcing rectangular tube 18 , the unit fan-shaped metal plate 19 moves in the outer radial direction as the side wall portion 18b expands, and the reinforcing rectangular tube 1
8 is suppressed from protruding, and strong pressure is maintained. Similar to the previous embodiment, the reinforced square tube 18 forms a bottom portion 18a, a side wall portion 18b, an outer peripheral portion 18c, and an airtight portion 18d. Next, we will introduce the above-mentioned skin matching device CTE for joining straight bent pipes.
We will refer to the method of skin-to-skin joining of the joined ends. As shown in FIG. 12, this example illustrates the case of a straight pipe Pa and a bonded curved pipe Pc.
In the case of straight pipe joints, the square cross-section groove 17 (FCS) for fixing the straight pipe and the square cross-section groove 17 for connecting the straight pipe
(JCS) is used. As in the previous embodiment, at least one outer side wall of both side walls is constructed in an assembly manner on the outer periphery of the base body 10. Further, this reinforcing square tube 18 is manufactured in the same manner as the square tube 15 of the above embodiment except that an annular groove 20 is provided in the side wall part 18b.
8b is reinforced with unit fan-shaped metal plates and is configured to be strongly fixed by assembling the side walls of the rectangular cross-sectional groove. In this case, the unit fan-shaped metal plate 19 is inserted between the side wall 17a of the rectangular cross-sectional groove 17 for fixing and connecting the straight bent tube and the reinforcing rectangular tube 18 .
It is formed of these two identical square cross-section grooves 17 , one of which is used as the square cross-section groove 17 for fixing a straight curved pipe (FCS), and the other is the square cross-section groove 17 for connecting a straight curved pipe (JCS). A space portion TS is formed between the square cross-section grooves of both. Using this device, insert the rectangular cross-sectional groove 17 (FCS) for fixing the straight pipe into the straight pipe body Pa, and insert the range of about 1/2 part, which is a part of the length of the space part TS, into the straight pipe body Pa. The area between the remaining approximately 1/2 length of the section TS and the rectangular cross-section groove 17 (JCS) for joining the straight curved pipe is set as the skin-matching section CC for connection, so as to protrude outside the pipe body Pa. With this setting and maintaining the horizontal position, if internal pressure is applied to the airtight part 18d of the reinforcing square tube 18 in the square cross-section groove for fixing the straight curved tube, the center line EC of the axis of this device and the center line of the tube body Pa It operates so that it is on the same line as the PaC, and the distortion of the tube becomes close to a perfect circle and is firmly fixed. Next, connect the skin-matching part CC protruding outside the pipe body Pa.
Insert the connected curved pipe PC. In this state, as shown in the figure, the center line PcC of the connecting curved pipe PC is deviated from the center lines EC and PaC of the skin matching device CTE and the pipe body Pa. Next, the rectangular cross-section groove 17 for connecting a straight bent pipe.
When internal pressure is applied to the reinforced rectangular tube 18 of (JCS),
Matches the center line PcC of the connecting curved pipe PC. It is also possible to connect a straight pipe to a curved pipe in the opposite way. This skin matching device CTE, which is short in length and outer diameter, can be easily removed from the curved pipe after use. Although the apparatuses in each of the above embodiments are exemplified as having a hollow part, the base body does not need to be hollow and is not limited to this. This invention makes it possible to perform face-to-face jointing of many pipe bodies, such as straight pipes and straight pipes and straight pipes and curved pipes, in a short time, easily and suitably, and allows leakage tests and strength tests to be performed as is. , which has many of the features mentioned above.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は、従来の接合管相互の芯合せ状態を示
す正面図、第2図は、管体にコの字形金具の熔接
された状態を示す側面図、第3図−A,Bは、通
常のゴムチユーブの膨脹前と膨脹後の状態を示す
断面図、第4図−Aは、角形断面溝を有する金属
リングの角形チユーブを嵌合した縦断面図、第4
図−Bは、金属リングの角形断面溝内の角形チユ
ーブに内圧を張つた状態を示す縦断面図、第5図
−Aは、金属リング内に設定する角形チユーブの
内径側に帯鋼リングを埋設して底面部を非伸長性
とした縦断面図、第5図−Bは、第5図−Aの角
形チユーブに内圧を張つた場合の縦断面図、第6
図は、第5図−Aを接続管内へ挿入して角形チユ
ーブに内圧を張つた状態を示す縦断面図、第7図
は、荷重Wと撓みとの関係曲線図、第8図は、肌
合せ装置による直管相互の肌合せ機構を示す断面
図、第9図は、直管と曲管接合の場合の角形断面
溝と角形チユーブとの関係を示す説明的拡大部分
断面図、第10図は、補強角形チユーブの補強構
造を示す角形断面溝部の拡大部分断面図、第11
図は、単位扇形金属板の組合せ平面図、第12図
は、肌合せ装置による直曲管接合の肌合せ機構を
示す断面図である。 CTE……肌合せ装置、Pa……管体、Pb……接
続管、10……基体、FCS……固定用角形断面
溝、12……第1角形断面溝、13……第2角形
断面溝、JCS……接続用角形断面溝、14………
第3角形断面溝、TS……スペース部、15……
角形チユーブ、15d……気密部、CC……接続
用肌合せ部、EC……肌合せ装置の中心線、PaC
……管体の中心線、PbC……接続間の中心線、1
6……固定リング、17……直曲管の固定用と接
続用の角形断面溝、17(FCS)……直曲管の固
定用角形断面溝、17(JCS)……直曲管の接続
用角形断面溝、18……補強角形チユーブ、18
d……気密部、Pc……接続曲管、PcC……接続
曲管の中心線、19……単位扇形金属板、19a
……環状突起、20……環状溝。
Fig. 1 is a front view showing how the conventional joint pipes are aligned with each other, Fig. 2 is a side view showing the state in which the U-shaped metal fittings are welded to the pipe body, and Figs. 3-A and B. FIG. 4-A is a cross-sectional view showing the state of a normal rubber tube before and after expansion, and FIG.
Figure 5-B is a vertical cross-sectional view showing the state in which internal pressure is applied to the square tube in the square cross-sectional groove of the metal ring, and Figure 5-A is a longitudinal sectional view showing the state in which a steel band ring is placed on the inner diameter side of the square tube set inside the metal ring. Fig. 5-B is a vertical cross-sectional view of the rectangular tube shown in Fig. 5-A with internal pressure applied, and Fig. 6 is a longitudinal cross-sectional view of the rectangular tube shown in Fig.
The figure is a vertical cross-sectional view showing the state in which Fig. 5-A is inserted into the connecting pipe and internal pressure is applied to the rectangular tube. Fig. 7 is a curve diagram showing the relationship between load W and deflection. FIG. 9 is a sectional view showing a mechanism for aligning straight pipes with each other using a matching device; FIG. 10 is an explanatory enlarged partial sectional view showing the relationship between a square cross-sectional groove and a square tube in the case of joining a straight pipe and a curved pipe; FIG. 11 is an enlarged partial cross-sectional view of a square cross-section groove showing the reinforcement structure of a reinforced square tube.
The figure is a plan view of a combination of unit fan-shaped metal plates, and FIG. 12 is a cross-sectional view showing a skin-matching mechanism for joining straight curved pipes using a skin-matching device. CTE...Skin alignment device, Pa...Pipe body, Pb...Connecting pipe, 10...Base body, FCS...Fixing square cross-section groove, 12 ...First square cross-section groove, 13 ...Second square cross-section groove , JCS... Square cross-section groove for connection, 14 ......
Third square cross-section groove, TS...space part, 15 ...
Square tube, 15d...airtight part, CC...connecting skin matching part, EC...center line of skin matching device, PaC
... Center line of tube body, PbC ... Center line between connections, 1
6...Fixing ring, 17 ...Square cross-section groove for fixing and connecting straight curved pipes, 17 (FCS)...Square cross-section groove for fixing straight curved pipes, 17 (JCS)...Connection of straight curved pipes Square cross-section groove, 18 ... Reinforced square tube, 18
d... Airtight part, Pc... Connecting curved pipe, PcC... Center line of connecting curved pipe, 19 ... Unit fan-shaped metal plate, 19a
... annular projection, 20 ... annular groove.

Claims (1)

【特許請求の範囲】 1 基体の外周上に1個あるいは2個の固定用角
形断面溝と1個の接続用角形断面溝を形成し、接
続用角形断面溝と固定用角形断面溝との間に熔接
部の下部に熔接により支障のない適当な間隔のス
ペース部を設け、各角形断面溝内に、底面部を非
伸長性とした靭性とモジユラスの大なるゴム状物
質からなる角形チユーブまたは補強角形チユーブ
を組合せた肌合せ装置の1個の接続用角形断面溝
とスペース部の長さの約1/2部との範囲の接続用
肌合せ部を残して固定用角形断面溝とスペース部
の約1/2部を管体に挿入し、その挿入部の固定用
角形断面溝の角形チユーブまたは補強角形チユー
ブの気密部に圧力流体を導入することによつて、
肌合せ装置の中心線と管体の中心線とを合致させ
ると同時に管のひずみを真円状態化し、次に、管
体外に残した上記の接続用肌合せ部に接続管また
は接続曲管を挿入し、接続用角形断面溝の角形チ
ユーブまたは補強角形チユーブの気密部に圧力流
体を導入し、接続管の中心線と管体の中心線とを
合致させて肌合せを行ない、この相互の端部の肌
合せ部を熔接し、熔接後、この肌合せ装置のスペ
ース部に所要の圧力流体を導入して接合部の漏れ
並びに強度テスト試験を行なつて、接合部の完了
を確認する接合端部の肌合せ接合方法。 2 補強角形チユーブが単位扇形金属板を多数組
合せてドーナツ状に設定した補強板を、角形チユ
ーブの側壁の伸張と共に外径方向に移動するよう
に補強された特許請求の範囲第1項記載の接合端
部の肌合せ接合方法。
[Claims] 1. One or two fixing square cross-sectional grooves and one connecting square cross-sectional groove are formed on the outer periphery of the base, and between the connecting square cross-sectional groove and the fixing square cross-sectional groove. At the bottom of the welded part, a space part is provided at an appropriate interval that will not be disturbed by welding, and in each square cross-sectional groove, a square tube or reinforcement made of a rubber-like material with high toughness and modulus with a non-extensible bottom part is installed. In the skin matching device that combines square tubes, one square cross-section groove for connection and the skin matching part for connection in the range of about 1/2 of the length of the space part are left, and the square cross-section groove for fixing and the space part are By inserting about 1/2 part into the tube body and introducing pressure fluid into the airtight part of the rectangular tube of the fixing rectangular cross-section groove or the reinforcing rectangular tube of the insertion part,
The center line of the matching device and the center line of the pipe body are made to match, and at the same time the distortion of the pipe is made into a perfect circle. Next, the connecting pipe or connecting curved pipe is connected to the above-mentioned skin matching part for connection left outside the pipe body. Pressure fluid is introduced into the airtight part of the square tube or reinforcing square tube of the square cross-section groove for connection, and the center line of the connecting tube and the center line of the tube body are aligned to perform skin alignment, and the mutual ends are After welding, the required pressure fluid is introduced into the space of the skin matching device to perform a leakage and strength test on the joint to confirm the completion of the joint. Skin-to-skin joining method. 2. The joint according to claim 1, in which the reinforcing rectangular tube is reinforced so that the reinforcing plate, which is formed by combining a large number of unit fan-shaped metal plates and set in a donut shape, moves in the outer radial direction as the side wall of the rectangular tube expands. Edge joining method.
JP57044040A 1982-03-18 1982-03-18 Surface alignment joining and testing method of joint end part Granted JPS58160835A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57044040A JPS58160835A (en) 1982-03-18 1982-03-18 Surface alignment joining and testing method of joint end part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57044040A JPS58160835A (en) 1982-03-18 1982-03-18 Surface alignment joining and testing method of joint end part

Publications (2)

Publication Number Publication Date
JPS58160835A JPS58160835A (en) 1983-09-24
JPH0216859B2 true JPH0216859B2 (en) 1990-04-18

Family

ID=12680504

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57044040A Granted JPS58160835A (en) 1982-03-18 1982-03-18 Surface alignment joining and testing method of joint end part

Country Status (1)

Country Link
JP (1) JPS58160835A (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4824775U (en) * 1971-07-26 1973-03-23
JPS5594131A (en) * 1979-01-10 1980-07-17 Kenji Nishimura Leakage test method of and apparatus for cylindrical circumferential joint

Also Published As

Publication number Publication date
JPS58160835A (en) 1983-09-24

Similar Documents

Publication Publication Date Title
KR100838736B1 (en) Steel pipe fittings and joining devices for braces
KR101805117B1 (en) Construction method for high pressure natural gas pipe line utilizing flanged pipes
US20080246276A1 (en) Sump Wall Penetration Fitting
BR112012013665B1 (en) TUBE FIXING DEVICE
CN109323073A (en) A kind of pipeline flexible tee and installation method
US3677580A (en) Adjustable pipe coupling
US10975990B2 (en) Apparatus and method for strengthening welded-lap joints for steel pipeline
JP3336430B2 (en) Vertical joints for steel pipe sheet piles
JPH0216859B2 (en)
JP4204260B2 (en) Steel pipe connection method and connection structure for pipe roof construction method
JPS6159438B2 (en)
JP2012018146A (en) Water-tight property test device and water-tight property test method
SU1094925A1 (en) Method of laying pipeline
JP4301420B2 (en) Pipe repair method
CN209878496U (en) Experimental device for testing water pressure borne by buried water stop in construction joint
KR20180124665A (en) No-welding flange structure for piping
JP3893274B2 (en) Flexible joint for manhole
JP4014069B2 (en) Pipe repair method and pipe repair material
JP7414322B1 (en) Joint structure of flanged fluid pipe
JP3958175B2 (en) Beam-column connection structure of circular steel pipe column
CN219510342U (en) Adjustable connecting device for cast-in-place pile concrete conduit
KR102394363B1 (en) Seismic performance diagnosis device for non-metallic pipe joint and diagnosis method using the same
US20020153724A1 (en) Axial force blocking pipe joint
JPH0518108A (en) Concrete filling extent detecting method and detection correcting method for steel pipe concrete structure
CA1059549A (en) Pipe couplings