JPH0211997Y2 - - Google Patents

Info

Publication number
JPH0211997Y2
JPH0211997Y2 JP18473584U JP18473584U JPH0211997Y2 JP H0211997 Y2 JPH0211997 Y2 JP H0211997Y2 JP 18473584 U JP18473584 U JP 18473584U JP 18473584 U JP18473584 U JP 18473584U JP H0211997 Y2 JPH0211997 Y2 JP H0211997Y2
Authority
JP
Japan
Prior art keywords
holder
pipe
screw shaft
jack
shaft
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
JP18473584U
Other languages
Japanese (ja)
Other versions
JPS61102394U (en
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 filed Critical
Priority to JP18473584U priority Critical patent/JPH0211997Y2/ja
Publication of JPS61102394U publication Critical patent/JPS61102394U/ja
Application granted granted Critical
Publication of JPH0211997Y2 publication Critical patent/JPH0211997Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Supports For Pipes And Cables (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、たとえばガス導管等の埋設工事にお
いて使用される管端支持装置に関するものであ
る。
[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to a pipe end support device used, for example, in burying a gas pipe or the like.

〔従来の技術〕[Conventional technology]

現在、たとえばガス導管の埋設工事において
は、管の接合部分を人力により溶接するため、そ
の溶接部分の周囲は作業スペースを考慮して通常
の掘削溝幅よりも広く掘削している。この部分を
会所と呼んでいるが、この会所部分での溶接作業
は自動化される傾向にあり、自動溶接の場合は、
この会所部分をなくし、通常の掘削溝幅の中で自
動溶接を行うことが可能である。
Currently, in construction work for burying gas pipelines, for example, the pipe joints are welded manually, so the area around the welded part is excavated wider than the normal excavation trench width in consideration of the work space. This part is called a meeting place, and welding work in this part tends to be automated, and in the case of automatic welding,
It is possible to eliminate this gap and perform automatic welding within the normal width of the excavated trench.

〔考案が解決しようとする問題点〕 ところがその場合は、狭い場所で溶接を行うこ
とになるため、接合する2本の管の端面が合致す
るように芯出しを行つて配管した管が、埋戻しに
より左右、上下に変位し、次の管を接合できなく
なるおそれがある。
[Problem that the invention aims to solve] However, in this case, welding is performed in a narrow space, so the pipes are centered so that the end faces of the two pipes to be joined match, and the pipes are buried. There is a risk that the tube will be displaced from side to side and up and down as a result of being returned, making it impossible to join the next tube.

すなわち従来は、埋戻しにより管が変位しても
上記会所部分において手作業により管端の切合せ
作業を行えばよかつたが、自動溶接化にともなつ
て会所部分をなくすと、上記切合せ作業が不可能
であるとともに、自動溶接機が管端の突合せ部の
外周面に沿つて回転する自動溶接作業がスペース
的に不可能となる。
In other words, in the past, even if the pipe was displaced due to backfilling, it was only necessary to manually cut the pipe ends at the above-mentioned joints, but with the introduction of automatic welding and the removal of the joints, the above-mentioned cuts could be made. In addition, automatic welding work in which an automatic welding machine rotates along the outer circumferential surface of the abutting portion of the tube ends is also impossible due to space limitations.

このため配管の芯出精度向上のための管端支持
装置の開発が急務であつた。
Therefore, there was an urgent need to develop a pipe end support device to improve the accuracy of pipe centering.

本考案の目的は、管が埋戻しにより動くことを
防止するため、埋戻す管の管端に次の管の接合ま
で装着して管を常に掘削溝の中心に保持する管端
支持装置を提供することにある。
The purpose of the present invention is to provide a pipe end support device that is attached to the pipe end of a backfilled pipe until it joins the next pipe to keep the pipe always in the center of the excavated trench, in order to prevent the pipe from moving due to backfilling. It's about doing.

〔問題点を解決するための手段〕[Means for solving problems]

本考案は、掘削溝内に埋設される管1の管端に
嵌合するホルダ2と、このホルダ2に水平に装着
した左右対称のジヤツキ3とからなり、このジヤ
ツキ3は、中央のジヤツキ駆動部15の左右部に
筒状本体21を設け、この左右の筒状本体21の
内部にそれぞれスライドナツト22を周方向回転
不能かつ軸方向摺動自在に嵌合し、この左右のス
ライドナツト22の先端部に山留板4,5に対す
る押圧部27を設け、上記左右のスライドナツト
22に1本のスクリユーシヤフト31の左右部ね
じ溝32,33を左右逆ねじかつ左右等ピツチで
螺合してなり、上記中央のジヤツキ駆動部15で
は、上記スクリユーシヤフト31と一体的な回転
伝達ギヤ40に1本の回転操作軸41と一体的な
ギヤ42を噛合した管端支持装置である。
The present invention consists of a holder 2 that fits into the end of a pipe 1 buried in an excavated trench, and a symmetrical jack 3 mounted horizontally on this holder 2. This jack 3 is driven by a central jack. A cylindrical body 21 is provided on the left and right sides of the portion 15, and slide nuts 22 are fitted into the left and right cylindrical bodies 21 so as to be non-rotatable in the circumferential direction and slidable in the axial direction. A pressing part 27 for the retaining plates 4 and 5 is provided at the tip, and the left and right screw grooves 32 and 33 of one screw shaft 31 are screwed into the left and right slide nuts 22 with left and right reverse threads and with equal left and right pitches. The central jack drive section 15 is a tube end support device in which a rotation transmission gear 40 integral with the screw shaft 31 is meshed with one rotary operation shaft 41 and a gear 42 integral therewith.

〔作用〕[Effect]

本考案は、上記回転操作軸41によりスクリユ
ーシヤフト31を回転し、左右両側のスライドナ
ツト22および押圧部27を等ストローク張出
し、管端の左右両側に位置する山留板4,5の中
央部にホルダ2を固定し、これを介し管端を支持
する。
In the present invention, the screw shaft 31 is rotated by the rotary operation shaft 41, the slide nuts 22 and the pressing portions 27 on both the left and right sides are extended with equal strokes, and the center portions of the retaining plates 4 and 5 located on both the left and right sides of the tube end are rotated. A holder 2 is fixed to the holder 2, and the tube end is supported through the holder 2.

〔実施例〕〔Example〕

以下、本考案を図面に示す実施例を参照して詳
細に説明する。
Hereinafter, the present invention will be described in detail with reference to embodiments shown in the drawings.

第1図に示すように、掘削溝内に埋設されるガ
ス導管等の管1の管端にホルダ2を嵌合するよう
にし、このホルダ2の端面に左右対称のジヤツキ
3を水平に装着し、このジヤツキ3を、掘削溝の
左右両壁に沿つて立設した鋼矢板等の山留板4,
5の間で伸縮作動させるようにする。
As shown in Fig. 1, a holder 2 is fitted to the end of a pipe 1 such as a gas conduit buried in an excavated trench, and a symmetrical jack 3 is mounted horizontally on the end face of the holder 2. , This jack 3 is attached to retaining plates 4, such as steel sheet piles, which are erected along both the left and right walls of the excavation trench.
It is made to operate telescopically between 5 and 5.

第2図に示すように、上記ホルダ2は、水平円
筒体を上下に2分割してなる上側部6と下側部7
とを一側の開閉支軸8によつて回動自在に軸着
し、そしてこの上側部6と下側部7との間に管1
を入れた後にそれらを閉じるときは、下側部7の
他側に軸9により上下方向に回動自在に設けたね
じ棒10を起して、第3図に示すように上側部6
と一体の凹形状11に嵌合し、上記ねじ棒10に
螺合したナツト12を上記凹形片11の上面に締
付けるようにする。また管1にホルダ2を着脱す
るために上側部6を開くときは、上記ナツト12
を緩め、ねじ棒10を上記凹形片11から外すよ
うに下方に回動する。
As shown in FIG. 2, the holder 2 has an upper part 6 and a lower part 7 formed by dividing a horizontal cylindrical body into upper and lower halves.
are rotatably connected by an opening/closing support shaft 8 on one side, and a pipe 1 is connected between the upper part 6 and the lower part 7.
To close them after inserting them, raise the threaded rod 10 provided on the other side of the lower part 7 so that it can rotate vertically by means of a shaft 9, and open the upper part 6 as shown in FIG.
The nut 12, which is fitted into the concave shape 11 integral with the concave piece 11 and screwed onto the threaded rod 10, is tightened onto the upper surface of the concave piece 11. Also, when opening the upper part 6 to attach or detach the holder 2 to the tube 1, tighten the nut 12.
, and rotate the threaded rod 10 downward to remove it from the concave piece 11.

また第2図および第3図に示すように、ホルダ
上側部6の端面に端板13を固着し、この端板1
3にホルダ14により前記ジヤツキ3の中央に位
置するジヤツキ駆動部15を取付板16を介して
固定する。上記ホルダ14による取付は、ジヤツ
キ3を各種口径のホルダ2に共通使用できるよう
にするためである。また第3図に示すように、ホ
ルダ2には全周にわたつて大きな角穴17を穿設
しておき、装置の軽量化を図る。
Further, as shown in FIGS. 2 and 3, an end plate 13 is fixed to the end surface of the upper part 6 of the holder, and this end plate 1
3, a jack driving section 15 located at the center of the jack 3 is fixed by a holder 14 via a mounting plate 16. The attachment using the holder 14 is intended to allow the jack 3 to be commonly used for holders 2 of various diameters. Further, as shown in FIG. 3, a large square hole 17 is bored all around the holder 2 to reduce the weight of the device.

次に第4図および第5図に示すように、上記ジ
ヤツキ3は、中央のジヤツキ駆動部15の左右部
に筒状本体21を設け、この左右の筒状本体21
の6角嵌合部23にそれぞれ長尺かつ6角外形の
スライドナツト22を周方向回転不能かつ軸方向
摺動自在に嵌合し、この左右のスライドナツト2
2の先端部にハウジング部24を一体的に螺着
し、このハウジング部24の内部にストツパカラ
ー25を介して球面軸受26を設け、この球面軸
受26によつて前記山留板4,5に対する押圧部
としての押圧円板27の球面軸部28を回動自在
に保持し、この押圧円板27の外面にスリツプ止
め板部29を嵌着し、さらに上記左右のスライド
ナツト22の螺合部35に一体のベアリング30
によつて定位置で回動自在に保持された1本のス
クリユーシヤフト31の左右部ねじ溝32,33
を左右逆ねじかつ左右等ピツチで螺合し、このス
クリユーシヤフト31の左右先端部にストツパ3
4を固着し、このストツパ34によりスライドナ
ツト22の螺合部35を係止するようにする。ま
た上記ハウジング部24の外周面に一体的に螺着
したカバー36を筒状本体21の外周面に摺動自
在に嵌合し、このカバー36に設けたOリング3
7により内部への侵水を防止する。
Next, as shown in FIGS. 4 and 5, the jack 3 is provided with cylindrical bodies 21 on the left and right sides of the central jack drive part 15, and
Long and hexagonal slide nuts 22 are fitted into the hexagonal fitting portions 23 of the right and left hexagonal fitting portions 23 so as to be unrotatable in the circumferential direction and slidable in the axial direction, respectively.
A housing part 24 is integrally screwed onto the tip of the housing part 2, and a spherical bearing 26 is provided inside this housing part 24 via a stopper collar 25, and the spherical bearing 26 presses the retaining plates 4 and 5. The spherical shaft portion 28 of the pressing disk 27 is rotatably held, and the slip preventing plate portion 29 is fitted onto the outer surface of the pressing disk 27. Furthermore, the screwing portion 35 of the left and right slide nuts 22 is 30 bearings integrated into
Left and right screw grooves 32, 33 of one screw shaft 31 rotatably held in a fixed position by
are screwed together with opposite threads on the left and right and with equal pitch on the left and right, and attach stoppers 3 to the left and right ends of this screw shaft 31.
4 is fixed, and this stopper 34 locks the threaded portion 35 of the slide nut 22. Further, a cover 36 integrally screwed onto the outer circumferential surface of the housing portion 24 is slidably fitted onto the outer circumferential surface of the cylindrical main body 21, and an O-ring 3 provided on the cover 36 is fitted.
7 to prevent water from entering the interior.

上記中央のジヤツキ駆動部15では、左右両側
の筒状本体21を固着してなるギヤケース38の
内部において、上記スクリユーシヤフト31にキ
ー39を介して回転伝達ギヤとしてのベベルギヤ
40を一体的に設け、このベベルギヤ40に1本
の回転操作軸41と一体的なベベルギヤ42を噛
合する。上記回転操作軸41は、メタル43によ
つて回転自在に保持するとともにスラストワツシ
ヤ44によつて軸方向力を受け、さらに第2図お
よび第3図に示すように外部への突出部分を6角
外形に成形してレンチ等により回動できるように
する。また上記ギヤケース38の内部には給油プ
ラグ等を経て潤滑油を供給するようにし、この油
の外部への洩れおよび外部からの水分等の侵入を
回転操作軸41部分に嵌着したOリング付キヤツ
プ45により防止するようにする。なお上記ベベ
ルギヤ40,42は、スクリユーギヤまたはウオ
ームギヤ等によつて代替してもよい。
In the central jack drive section 15, a bevel gear 40 as a rotation transmission gear is integrally provided to the screw shaft 31 via a key 39 inside a gear case 38 formed by fixing the left and right cylindrical bodies 21. , A bevel gear 42 integral with one rotary operation shaft 41 is meshed with this bevel gear 40. The rotary operation shaft 41 is rotatably held by a metal member 43 and receives axial force by a thrust washer 44, and furthermore, as shown in FIGS. It is molded into a shape so that it can be rotated using a wrench, etc. Furthermore, lubricating oil is supplied to the inside of the gear case 38 through an oil supply plug, etc., and a cap with an O-ring fitted onto the rotary operating shaft 41 prevents the leakage of this oil to the outside and the intrusion of moisture etc. from the outside. 45 to prevent this. Note that the bevel gears 40 and 42 may be replaced by screw gears, worm gears, or the like.

次に本装置の使用方法を説明する。 Next, how to use this device will be explained.

まずガス導管等の管1の先端部の左右両側に前
記山留板4,5を設置する。
First, the retaining plates 4 and 5 are installed on both left and right sides of the tip of a pipe 1 such as a gas conduit.

それから上記管1の先端部に本装置のホルダ2
を装着し、ジヤツキ3を動作させる。このジヤツ
キ3は、回転操作軸41をレンチ等により回転す
ることにより、ベベルギヤ42,40を経てスク
リユーシヤフト31を回動し、左右両側のスライ
ドナツト22を相互に離間する方向に左右等スト
ローク移動させ、左右流端の押圧円板27を反対
方向に等しく張出して上記山留板4,5に押当
て、管1を掘削溝巾(両側の山留板4,5の間)
の中央に保持する。このとき、左右の押圧円板2
7は、球面軸受26の構造によつて角度自在であ
るから、山留板に多少の角度があつてもその山留
板に十分面接触できるし、またスクリユーシヤフ
ト31のねじ溝のくさび作用によつてこの左右の
押圧円板27は大きな力で山留板に押圧されてい
るから、そのスリツプ止め板部29と山留板との
間に、管1および本装置の自重を支えるのに十分
な摩擦力が得られる。
Then, attach the holder 2 of this device to the tip of the tube 1.
Attach it and operate Jatuki 3. This jack 3 rotates the screw shaft 31 via the bevel gears 42 and 40 by rotating the rotary operation shaft 41 with a wrench or the like, and moves the slide nuts 22 on both the left and right sides with equal strokes in the direction of separating them from each other. Then, the pressing disks 27 at the left and right ends are extended equally in opposite directions and pressed against the retaining plates 4 and 5, and the pipe 1 is cut to the width of the excavated groove (between the retaining plates 4 and 5 on both sides).
hold it in the center. At this time, the left and right pressing discs 2
7 is freely angular due to the structure of the spherical bearing 26, so even if the retaining plate has a slight angle, it can make sufficient surface contact with the retaining plate, and the wedge action of the screw groove of the screw shaft 31 Since the left and right pressing discs 27 are pressed against the retaining plate with a large force, there is a gap between the slip prevention plate portion 29 and the retaining plate to support the weight of the tube 1 and this device. Sufficient frictional force can be obtained.

この状態で本装置を含めて管1の先端部まで掘
削溝の埋戻しを行う。
In this state, the excavated trench is backfilled up to the tip of the pipe 1 including this device.

次の日は、上記管1の先端部周辺を再掘削し、
本装置および山留板4,5を取外し、替わりにユ
ニツト式山留装置(図示せず)を設置した後に、
上記管1の先端に次の管の端面を突合せて両方を
自動溶接機により溶接する。
The next day, the area around the tip of the pipe 1 was re-excavated,
After removing this device and retaining plates 4 and 5 and installing a unit type retaining device (not shown) in their place,
The end of the tube 1 is brought into contact with the end of the next tube, and both are welded together using an automatic welding machine.

〔考案の効果〕[Effect of idea]

本考案によれば、管端に嵌合するホルダに左右
逆ねじの1本のスクリユーシヤフトにより左右対
称に作動するジヤツキを水平に装着したから、こ
のジヤツキにより両端の押圧部を左右両側の山留
板に押圧することによりホルダを介し管端を左右
両側の山留板の中央に支持でき、管端が埋戻しに
より変位するおそれを防止して、上記管端に次の
管を同芯で接合する作業が容易に行える。特に、
ジヤツキ内のスクリユーシヤフトの左右部ねじ溝
を左右逆ねじかつ左右等ピツチとしたから、左右
の押圧部を等しく張出してホルダを両側の山留板
の中央に正確に支持できる。
According to the present invention, since the jacks that operate symmetrically by a single screw shaft with left and right reverse threads are mounted horizontally on the holder that fits into the pipe ends, the jacks move the pressing parts at both ends into the ridges on both the left and right sides. By pressing against the retaining plate, the pipe end can be supported via the holder in the center of the left and right retaining plates, preventing the pipe end from being displaced due to backfilling, and allowing the next pipe to be placed concentrically with the above pipe end. The joining work can be done easily. especially,
Since the left and right thread grooves of the screw shaft in the jack are left and right oppositely threaded and have equal pitch on the left and right sides, the left and right pressing portions are equally protruded and the holder can be accurately supported at the center of the retaining plates on both sides.

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

第1図は本考案の管端支持装置の一実施例を示
す斜視図、第2図はその一部破断の正面図、第3
図はその平面図、第4図はそのジヤツキ部分の断
面図、第5図は第4図の−線断面図である。 1……管、2……ホルダ、3……ジヤツキ、
4,5……山留板、15……ジヤツキ駆動部、2
1……筒状本体、22……スライドナツト、27
……押圧部としての押圧円板、31……スクリユ
ーシヤフト、32,33……ねじ溝、40,42
……ベベルギヤ、41……回転操作軸。
Fig. 1 is a perspective view showing one embodiment of the tube end support device of the present invention, Fig. 2 is a partially cutaway front view thereof, and Fig. 3
4 is a sectional view of the jack portion, and FIG. 5 is a sectional view taken along the line -- in FIG. 4. 1...tube, 2...holder, 3...jacket,
4, 5... Mountain retaining plate, 15... Jacket drive section, 2
1... Cylindrical body, 22... Slide nut, 27
... Pressing disk as a pressing part, 31 ... Screw shaft, 32, 33 ... Thread groove, 40, 42
...Bevel gear, 41...Rotary operation shaft.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 掘削溝内に埋設される管の管端に嵌合するホル
ダと、このホルダに水平に装着した左右対称のジ
ヤツキとからなり、このジヤツキは、中央のジヤ
ツキ駆動部の左右部に筒状本体を設け、この左右
の筒状本体の内部にそれぞれスライドナツトを周
方向回転不能かつ軸方向摺動自在に嵌合し、この
左右のスライドナツトの先端部に山留板に対する
押圧部を設け、上記左右のスライドナツトに1本
のスクリユーシヤフトの左右部ねじ溝を左右逆ね
じかつ左右等ピツチで螺合してなり、上記中央の
ジヤツキ駆動部では、上記スクリユーシヤフトと
一体的な回転伝達ギヤに1本の回転操作軸と一体
的なギヤを噛合してなることを特徴とする管端支
持装置。
It consists of a holder that fits into the end of a pipe buried in an excavated trench, and a symmetrical jack attached horizontally to this holder. A slide nut is fitted into the left and right cylindrical bodies so as to be non-rotatable in the circumferential direction and slidable in the axial direction, and a pressing part for the retaining plate is provided at the tip of the left and right slide nuts. The left and right screw grooves of one screw shaft are screwed into the slide nut with left and right opposite threads and the right and left equal pitches, and the central jack drive section has a rotation transmission gear that is integrated with the screw shaft. A tube end support device characterized by being formed by meshing one rotary operation shaft with an integral gear.
JP18473584U 1984-12-05 1984-12-05 Expired JPH0211997Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18473584U JPH0211997Y2 (en) 1984-12-05 1984-12-05

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18473584U JPH0211997Y2 (en) 1984-12-05 1984-12-05

Publications (2)

Publication Number Publication Date
JPS61102394U JPS61102394U (en) 1986-06-30
JPH0211997Y2 true JPH0211997Y2 (en) 1990-04-04

Family

ID=30742221

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18473584U Expired JPH0211997Y2 (en) 1984-12-05 1984-12-05

Country Status (1)

Country Link
JP (1) JPH0211997Y2 (en)

Also Published As

Publication number Publication date
JPS61102394U (en) 1986-06-30

Similar Documents

Publication Publication Date Title
US20130239722A1 (en) Swivel drive
US6622747B2 (en) Cutting, valve insertion and corrosion-resistant works without fluid supply interruption
US6615859B2 (en) Fluid supply interruption free method of construction
US3969961A (en) Torque limiting adaptor
JPH0211997Y2 (en)
US4648422A (en) Apparatus for drilling into a pipe under pressure
FR2798439A1 (en) ANGLE TRANSMISSION WITH INTEGRATED COUPLING WITH ROTATION GAME
US4399721A (en) Wrench
CN113832931B (en) Ditch with strong stability for transportation in cold regions
JPH06173924A (en) Nut
JP3389135B2 (en) Packing
JPS5936381Y2 (en) Jig for connecting the joint pipe to the pipe body
JPS602369Y2 (en) Parallel cardan gear system
JPH037100Y2 (en)
JP3423648B2 (en) How to form a continuous water branch pipe
JPH057322Y2 (en)
JP4548641B2 (en) Method and apparatus for cutting existing fluid pipe
JP2963457B1 (en) Fixing device for steel pipe press-in / draw-out device
JPS632300Y2 (en)
JP2812884B2 (en) Hole processing equipment
JPH0444707Y2 (en)
JP2869644B2 (en) Jack for Shoring
FR3069595B1 (en) CLUTCH ACTUATOR
JPH0422146Y2 (en)
JP3638918B2 (en) Bar cutting device