JPS6123436B2 - - Google Patents

Info

Publication number
JPS6123436B2
JPS6123436B2 JP18712281A JP18712281A JPS6123436B2 JP S6123436 B2 JPS6123436 B2 JP S6123436B2 JP 18712281 A JP18712281 A JP 18712281A JP 18712281 A JP18712281 A JP 18712281A JP S6123436 B2 JPS6123436 B2 JP S6123436B2
Authority
JP
Japan
Prior art keywords
pipe
new
swinging member
new pipe
centering
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
Application number
JP18712281A
Other languages
Japanese (ja)
Other versions
JPS5888284A (en
Inventor
Masataka Fukami
Isao Myamoto
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.)
Kurimoto Iron Works Ltd
Original Assignee
Kurimoto Iron Works Ltd
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 Kurimoto Iron Works Ltd filed Critical Kurimoto Iron Works Ltd
Priority to JP18712281A priority Critical patent/JPS5888284A/en
Publication of JPS5888284A publication Critical patent/JPS5888284A/en
Publication of JPS6123436B2 publication Critical patent/JPS6123436B2/ja
Granted legal-status Critical Current

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  • Pipeline Systems (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Description

【発明の詳細な説明】 この発明は既設管内配管工法における管体の芯
出し方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for centering a pipe body in an existing pipe piping method.

老朽化した既設管を新管に交換するに際し、新
管としてダクタイル直管を使用して、第1図に示
すように管路1′,1″の中間に曲線管路6が形成
されている既設管路1の管路6内に、この管路6
に対応した屈曲度をもち、かつ長さの短い鋼製曲
管7を挿入して据付け、その後管路1の両端に設
けた竪坑2,3の一方の竪坑2内に設置したジヤ
ツキ4又は図示しないウインチ等を利用して、先
頭に後端に受口を形成した鋼製直管9を、ついで
ダクタイル直管5を挿入して、鋼管9の受口に後
続のダクタイル直管5の挿口を挿入することによ
つて接合し、ついで同様のことを繰返してダクタ
イル直管を順次接合しながら管路1′内に挿入
し、鋼管9の先端が鋼管7の端部に当接したら、
その当接部を溶接により接合する工法は、既設管
内配管工法として知られている。
When replacing an aging existing pipe with a new pipe, a ductile straight pipe is used as the new pipe, and a curved pipe 6 is formed between pipes 1' and 1'' as shown in Figure 1. This pipe line 6 is placed inside the pipe line 6 of the existing pipe line 1.
A steel bent pipe 7 having a bending degree corresponding to the above and having a short length is inserted and installed, and then a jack 4 is installed in one of the shafts 2 and 3 provided at both ends of the pipe line 1 or as shown in the figure. Using a winch or the like, insert the steel straight pipe 9 with a socket at the rear end into the front end, then insert the ductile straight pipe 5, and insert the subsequent ductile straight pipe 5 into the socket of the steel pipe 9. Then, the same process is repeated to sequentially join the ductile straight pipes and insert them into the conduit 1', and when the tip of the steel pipe 9 comes into contact with the end of the steel pipe 7,
The method of joining the abutting portions by welding is known as the existing pipe piping method.

ところでこのような工法においては鋼管7と鋼
管9の接合に際し両管の芯出し作業を必要とする
が、従来このような作業を鋼管7,9の対向端部
の内面に取付けた鋼板製支持台10にくさび11
を打ち込んだり(第2図)、あるいは端部が受口
に形成されている鋼管7′のときには受口内に伸
縮自在な支柱12を設け、この支柱12を作動し
て行なつていた。
By the way, in such a construction method, when joining the steel pipes 7 and 9, it is necessary to perform centering work on both pipes, but conventionally, such work is carried out using a steel plate support stand attached to the inner surfaces of the opposing ends of the steel pipes 7 and 9. Wedge 11 in 10
(FIG. 2), or in the case of a steel pipe 7' whose end is formed in a socket, a telescopic support 12 is provided in the socket and this support is actuated.

しかしながら、前者の場合は支持台10を鋼管
7,9の上下左右に少くとも4個設け、これにそ
れぞれくさび11を打ち込まねばならず作業が煩
雑となり、また後者の場合は鋼管9の上下の芯出
しは可能であるが左右の芯出しができにくく、芯
出し精度が悪いとともに、支柱12が受口内にあ
るため芯出しを行なつた状態で接合しにくいなど
の欠点があつた。
However, in the former case, at least four support stands 10 must be provided on the top, bottom, left and right sides of the steel pipes 7 and 9, and the wedges 11 must be driven into each of these, making the work complicated. Although alignment is possible, it is difficult to align the left and right sides, the alignment accuracy is poor, and since the support 12 is located within the socket, it is difficult to join after alignment.

この発明は上記従来のもののもつ欠点を排除
し、芯出し作業を正確かつ迅速に、しかも精度よ
く行なうことができる芯出し方法を提供すること
を目的とする。
It is an object of the present invention to provide a centering method that eliminates the drawbacks of the conventional methods and allows centering operations to be performed accurately, quickly, and with high precision.

前記の目的を達成するために、この発明による
芯出し方法は前記のような配管工法において、既
設管路の中間に形成した曲線管路に据付けられた
第1新管の対向端部内に縦向きに固設された伸縮
自在の支持部材と、この支持部材の下部に一端が
着脱自在な第1枢支ピンで枢支され、かつ他端が
第1新管の対向端部から外方に突出した揺動部材
と、この揺動部材の他端部に一端が着脱自在な第
2枢支ピンで枢支され、かつ他端が前記支持部材
の上部に着脱自在な第3枢支ピンで枢支され、揺
動部材を第1枢支ピンを中心として揺動する第1
作動部材と、前記揺動部材の中間部にその周りに
旋回自在に取付けられて先端で第1新管の内面を
押圧可能な第2作動部材とを具え、前記揺動部材
の外方に突出した他端部で第2新管の対向端部を
支持し、その後第1作動部材を作動し第2新管を
上下方向に移動して第1新管に対する上下の芯出
しを行ない、次に第2作動部材を作動しその先端
で第1新管の内面を押圧することによりこの押圧
反力を前記揺動部材に作用させ、第2新管を左右
方向に移動して第1新管に対する左右の芯出しを
行なうことを特徴とするものである。このよう
に、この発明方法によれば既設管路内において接
合する新管の上下及び左右の芯出しを正確かつ迅
速に行なうことができるとともに、上下の芯出し
に加えて左右の芯出しもできるので芯出し精度が
高くなる。しかも、前記の芯出しにより両新管を
簡単に接合することができ、配管作業を著しく能
率的に行なうことができる。
In order to achieve the above object, the centering method according to the present invention uses vertically oriented centering methods in the opposite ends of a first new pipe installed in a curved pipe formed in the middle of an existing pipe in the above-mentioned piping construction method. a telescopic support member fixed to the support member; one end of the support member is pivotally supported by a removable first pivot pin at the lower part of the support member; and the other end protrudes outward from the opposite end of the first new pipe. a swinging member, one end of which is pivoted to the other end of the swinging member by a detachable second pivot pin, and the other end pivoted to the upper part of the support member by a detachable third pivot pin; a first pivot pin that is supported and swings the swinging member about the first pivot pin;
an actuating member; and a second actuating member that is attached to an intermediate portion of the swinging member so as to be able to pivot therearound and whose tip can press the inner surface of the first new pipe, the second actuating member protruding outward from the swinging member. The opposite end of the second new pipe is supported by the opposite end of the second new pipe, and then the first actuating member is actuated to move the second new pipe in the vertical direction to perform vertical centering with respect to the first new pipe. By activating the second actuating member and pressing the inner surface of the first new pipe with its tip, this pressing reaction force is applied to the swinging member, and the second new pipe is moved in the left-right direction and moved against the first new pipe. It is characterized by performing left and right centering. As described above, according to the method of the present invention, it is possible to accurately and quickly perform vertical and horizontal centering of a new pipe to be joined within an existing pipe, and in addition to vertical centering, it is also possible to perform horizontal centering. This increases centering accuracy. Furthermore, the above-mentioned centering allows the two new pipes to be easily joined, making piping work extremely efficient.

この発明は次のような特有の効果がある。すな
わち、支持部材、固定部材、第1作動部材及び第
2、第3作動部材は第1〜第3枢支ピンによつて
それぞれ着脱自在となつていて、既設管路の新管
内に運び込んでから組立てて固設されるので、そ
の運搬が便利で作業性に富む。また、前記両新管
の接合を芯出し後に芯出しを行なつたままの状態
で元押しすることにより簡単に行なうことができ
る。さらに、支持部材が伸縮自在となつているの
で、既設管路内に口径の異なる新管を配管する場
合でも、その伸縮量を加減することにより簡単に
固設することができ、多種類の異径新管にも対応
することが可能てあるという種々の利点がある。
This invention has the following unique effects. That is, the supporting member, the fixing member, the first operating member, and the second and third operating members are each removable by the first to third pivot pins, and are inserted into the new pipe from the existing pipe. Since it is assembled and fixed, transportation is convenient and workability is high. Further, the joining of the two new pipes can be easily carried out by pressing the centering together after centering. Furthermore, since the support member is expandable, even when installing a new pipe with a different diameter within an existing pipeline, it can be easily fixed by adjusting the amount of expansion and contraction. It has various advantages such as being able to accommodate new diameter pipes.

以下、この発明の実施例を図面を参照して説明
する。第4,5図において21は伸縮自在の支
柱、23は一端が支柱21の下端部に枢支され、
かつ他端にガイドローラ22を具えた揺動部材、
24は支柱21と揺動部材23の上端部を連結す
る伸縮自在の作動アームで、このアーム24を作
動することによつて揺動部材23を前記枢支点を
中心として揺動するようになつている。25は揺
動部材23の中間部に揺動部材23の軸線方向に
摺動自在で、かつ軸の周りを旋回自在に取付けら
れた伸縮自在の作動アームで、その先端は支柱2
1側に向いていて鋼管7の内面を押圧可能となつ
ている。26,27,28,29は枢支ピンで、
枢支する芯出し部材21,23,24,25に多
少の遊びがでるように緩く取付けられているとと
もに、これらピンを取外すことにより前記各部材
を分解できるようになつている。そして、鋼管
7,9の芯出しを行なうには先ず鋼管7の端部内
に前記各部材を分解して運び込み、支柱21を鋼
管7に固定した後、ピン26,27,28,29
を介して揺動部材23、作動アーム24及び25
を組み立て、揺動部材23のガイドローラ22が
管7の端部から外方に突出するようにする。次に
この揺動部材23のガイドローラ22で接合する
鋼管9の内面を支持した後、作動アーム24を作
動して揺動部材23を上向きに揺動して鋼管9を
牽引するようにして持ち上げ、鋼管7に対する上
下の芯出しを行なう。この際、この作動アーム2
4による持ち上げ量は第4図に示すように曲線管
路6の下方における管路6の内面と鋼管7の外面
との寸法a、管路6の上方における管路6の内面
と鋼管9の外面との寸法bを直尺で測定し、この
寸法差b−a=cを予じめ計算して出しておく。
Embodiments of the present invention will be described below with reference to the drawings. In FIGS. 4 and 5, 21 is a telescopic column, 23 has one end pivoted to the lower end of the column 21,
and a swinging member provided with a guide roller 22 at the other end;
Reference numeral 24 designates a telescopic operating arm that connects the upper end of the support column 21 and the swinging member 23, and by operating this arm 24, the swinging member 23 swings about the pivot point. There is. Reference numeral 25 denotes a telescoping operating arm attached to the middle part of the swinging member 23 so as to be able to slide freely in the axial direction of the swinging member 23 and swing freely around the shaft.
It faces toward the first side and can press the inner surface of the steel pipe 7. 26, 27, 28, 29 are pivot pins,
It is loosely attached to the pivoting centering members 21, 23, 24, and 25 with some play, and each of the members can be disassembled by removing these pins. In order to center the steel pipes 7 and 9, first, the above-mentioned members are disassembled and carried into the end of the steel pipe 7, and after fixing the strut 21 to the steel pipe 7, the pins 26, 27, 28, 29
Via the swinging member 23, the actuating arms 24 and 25
are assembled so that the guide roller 22 of the swinging member 23 projects outwardly from the end of the tube 7. Next, after supporting the inner surface of the steel pipes 9 to be joined by the guide rollers 22 of the swinging member 23, the operating arm 24 is actuated to swing the swinging member 23 upward to pull and lift the steel pipe 9. , vertically center the steel pipe 7. At this time, this operating arm 2
As shown in FIG. Measure the dimension b with a straight scale, and calculate this dimensional difference b-a=c in advance.

このようにして上下の芯出しを行なつた後、今
度は左右の芯出しを行なうが、この場合鋼管7に
対して左右いずれかの方向に偏心した鋼管9の前
記偏心した側の鋼管7の内面中央部にその先端が
位置するように作動アーム25を摺動、かつ旋回
する。そして作動アーム25を作動し先端で鋼管
7の内面を押圧すると、この押圧反力が揺動部材
23に及び、揺動部材23はその下端枢支ピン2
6が遊びを有しているので、この遊びを介して上
方部分が第5図の鎖線で示す位置から変位され、
結局鋼管9を横方向に移動し、鋼管7に対する左
右の芯出しを行なう。
After performing vertical centering in this way, left and right centering is performed this time, but in this case, the steel pipe 7 on the eccentric side of the steel pipe 9 that is eccentric in either the left or right direction with respect to the steel pipe 7 is The operating arm 25 is slid and rotated so that its tip is located at the center of the inner surface. When the actuating arm 25 is actuated and its tip presses against the inner surface of the steel pipe 7, this pressing reaction force is applied to the swinging member 23, and the swinging member 23 moves to its lower end pivot pin 2.
Since 6 has play, the upper part is displaced from the position shown by the chain line in FIG. 5 through this play,
Eventually, the steel pipe 9 is moved in the lateral direction, and the left and right centering of the steel pipe 7 is performed.

前記のように上下左右の芯出しを行なつた後、
鋼管9を後続のダクタイル直管5でジヤツキ4に
より元押ししてその端部を鋼管7の端部に当接
し、溶接して接合するものである。接合後、前記
芯出し部材は管路6内で再び分解されて既設管路
1外に運び出される。
After performing vertical and horizontal centering as described above,
The steel pipe 9 is pushed forward with the jack 4 by the following ductile straight pipe 5, and its end is brought into contact with the end of the steel pipe 7, and the joint is welded. After joining, the centering member is again disassembled within the pipe line 6 and carried out of the existing pipe line 1.

第6図は端部に環状パツキン31を具えた受口
32を形成した鋼管7′を受口のない鋼管7に代
えて管路6内に据付けた他の実施例を示したもの
で、芯出し方法は前記実施例と同様となつてい
る。芯出し後、この場合は支柱21が受口32内
に設けられていないので鋼管9の鋼管7′の受口
32内への元押し及び接合作業が非常に容易であ
る。
FIG. 6 shows another embodiment in which a steel pipe 7' having a socket 32 with an annular packing 31 at the end is installed in the conduit 6 instead of a steel pipe 7 without a socket. The dispensing method is the same as in the previous embodiment. After centering, in this case, since the strut 21 is not provided in the socket 32, pushing and joining the steel pipe 7' of the steel pipe 9 into the socket 32 is very easy.

尚、上記実施例では揺動部材23を取付ける部
材として支柱21を示したが、これは1例を示し
たにすぎずこれに限定するものでないことは言う
迄もない。また揺動部材23を揺動する部材とし
て作動アーム24及び鋼管7の内面を押圧する部
材として作動アーム25を示したが同様の機能を
有するものであれば他の部材でもよく、しかも揺
動部材23に取付けたガイドローラ22も必ずし
も必要でない等種々の設計変更が可能である。ま
た上記実施例では接合する新管として鋼管7,
7′,9をあげたがほかに鋼管9の代りにダクタ
イル直管5を用いてもよく、あるいは鋼管7,
7′,9に代え、鋼管9をダクタイル直管5、他
の鋼管7,7′をダクタイル曲管にしてもよい。
Incidentally, in the above embodiment, the support column 21 is shown as a member to which the swinging member 23 is attached, but it goes without saying that this is only one example and is not limited to this. Although the actuation arm 24 is shown as a member for swinging the swinging member 23 and the actuation arm 25 is shown as a member for pressing the inner surface of the steel pipe 7, other members may be used as long as they have the same function, and the swinging member Various design changes are possible, such as not necessarily requiring the guide roller 22 attached to the guide roller 23. In addition, in the above embodiment, the steel pipe 7 is used as the new pipe to be joined.
Although 7' and 9 are shown above, a ductile straight pipe 5 may be used instead of the steel pipe 9, or a steel pipe 7,
7', 9, the steel pipe 9 may be a ductile straight pipe 5, and the other steel pipes 7, 7' may be ductile bent pipes.

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

第1図は従来の既設管内配管工法の概略説明
図、第2,3図は同上における芯出し方法の1例
を示す縦断正面図、第4図はこの発明の実施例の
縦断正面図、第5図は第4図の−線に沿つて
みた鋼管9の縦断側面図、第6図はこの発明の他
の実施例を示す縦断正面図である。 1,1′,1″……既設管路、6……曲線管路、
7,7′……鋼製曲管、9……鋼製直管、21…
…支柱、22……ガイドローラ、23……揺動部
材、24,25……作動アーム、26,27,2
8,29……枢支ピン、31……環状パツキン、
32……受口。
Fig. 1 is a schematic explanatory diagram of a conventional piping method in existing pipes, Figs. 2 and 3 are a longitudinal sectional front view showing an example of the centering method in the above, and Fig. 4 is a longitudinal sectional front view of an embodiment of the present invention. 5 is a longitudinal sectional side view of the steel pipe 9 taken along the line - in FIG. 4, and FIG. 6 is a longitudinal sectional front view showing another embodiment of the present invention. 1, 1', 1''...Existing pipe line, 6...Curved pipe line,
7, 7'...Steel bent pipe, 9...Steel straight pipe, 21...
... Support column, 22 ... Guide roller, 23 ... Swinging member, 24, 25 ... Operating arm, 26, 27, 2
8, 29... Pivot pin, 31... Annular packing,
32...Socket.

Claims (1)

【特許請求の範囲】[Claims] 1 既設管路が側面で開口する竪坑を管路の両端
に設け、この管路の中間に形成された曲線管路内
に第1新管を据付け、この新管の端部に前記両坑
のいずれか一方の坑から既設管内に挿入する第2
新管の対向端部を接合して配設する配管工法にお
いて、前記第1新管の対向端部内に縦向きに固設
された伸縮自在の支持部材と、この支持部材の下
部に一端が着脱自在な第1枢支ピンで枢支され、
かつ他端が第1新管の対向端部から外方に突出し
た揺動部材と、この揺動部材の他端部に一端が着
脱自在な第2枢支ピンで枢支され、かつ他端が前
記支持部材の上部に着脱自在な第3枢支ピンで枢
支され、揺動部材を第1枢支ピンを中心として揺
動する第1作動部材と、前記揺動部材の中間部に
その周りに旋回自在に取付けられて先端で第1新
管の内面を押圧可能な第2作動部材とを具え、前
記揺動部材の外方に突出した他端部で第2新管の
対向端部を支持し、その後第1作動部材を作動し
第2新管を上下方向に移動して第1新管に対する
上下の芯出しを行ない、次に第2作動部材を作動
しその先端で第1新管の内面を押圧することによ
りこの押圧反力を前記揺動部材に作用させ、第2
新管を左右方向に移動して第1新管に対する左右
の芯出しを行なうことを特徴とする既設管内配管
工法における管体の芯出し方法。
1. A vertical shaft with openings on the sides of the existing pipe is provided at both ends of the pipe, a first new pipe is installed in a curved pipe formed in the middle of this pipe, and the first new pipe is installed at the end of the new pipe with the shafts of both the above-mentioned shafts. The second pipe is inserted into the existing pipe from either one of the holes.
In a piping construction method in which opposite ends of a new pipe are connected and installed, a telescopic support member is fixed vertically within the opposite end of the first new pipe, and one end is detachably attached to the lower part of the support member. Pivotally supported by a free first pivot pin,
and a swinging member whose other end protrudes outward from the opposite end of the first new pipe; one end of the swinging member is pivoted to the other end of the swinging member by a detachable second pivot pin; is pivotally supported on the upper part of the support member by a third removable pivot pin, and a first actuating member that pivots the swinging member about the first pivot pin; a second actuating member that is rotatably mounted around the second new pipe and whose tip can press the inner surface of the first new pipe; The first actuating member is then actuated to move the second new tube in the vertical direction to vertically center it with respect to the first new tube, and then the second actuating member is actuated to move the second new tube in the vertical direction. By pressing the inner surface of the tube, this pressing reaction force is applied to the swinging member, and the second
A method for centering a pipe body in an existing pipe piping construction method, which is characterized by moving the new pipe in the left-right direction to perform left-right centering with respect to a first new pipe.
JP18712281A 1981-11-20 1981-11-20 Method of centering pipe body in method of piping construction in existing pipe Granted JPS5888284A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18712281A JPS5888284A (en) 1981-11-20 1981-11-20 Method of centering pipe body in method of piping construction in existing pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18712281A JPS5888284A (en) 1981-11-20 1981-11-20 Method of centering pipe body in method of piping construction in existing pipe

Publications (2)

Publication Number Publication Date
JPS5888284A JPS5888284A (en) 1983-05-26
JPS6123436B2 true JPS6123436B2 (en) 1986-06-05

Family

ID=16200491

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18712281A Granted JPS5888284A (en) 1981-11-20 1981-11-20 Method of centering pipe body in method of piping construction in existing pipe

Country Status (1)

Country Link
JP (1) JPS5888284A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63205412A (en) * 1987-02-21 1988-08-24 Kamata Kk Cogeneration type power generating unit

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5174361B2 (en) * 2007-02-27 2013-04-03 株式会社クボタ In-pipe inspection device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63205412A (en) * 1987-02-21 1988-08-24 Kamata Kk Cogeneration type power generating unit

Also Published As

Publication number Publication date
JPS5888284A (en) 1983-05-26

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