JPH08338567A - Burying process for gas pipe line - Google Patents
Burying process for gas pipe lineInfo
- Publication number
- JPH08338567A JPH08338567A JP7169283A JP16928395A JPH08338567A JP H08338567 A JPH08338567 A JP H08338567A JP 7169283 A JP7169283 A JP 7169283A JP 16928395 A JP16928395 A JP 16928395A JP H08338567 A JPH08338567 A JP H08338567A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- gas pipe
- gas
- ground
- excavation
- 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.)
- Withdrawn
Links
- 238000000034 method Methods 0.000 title claims abstract description 15
- 238000009412 basement excavation Methods 0.000 claims description 58
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 18
- 239000013049 sediment Substances 0.000 abstract 1
- 238000003466 welding Methods 0.000 description 39
- 238000009933 burial Methods 0.000 description 3
- 239000000725 suspension Substances 0.000 description 3
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Landscapes
- Non-Disconnectible Joints And Screw-Threaded Joints (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、主として可撓性を有
するガス配管の埋設工法に係り、より詳しくはガス配管
の可撓性を利用して管溶接を地上で行いながら掘削溝内
に敷設する埋設工法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention mainly relates to a method for burying a flexible gas pipe, and more specifically, laying it in a trench while performing pipe welding on the ground by utilizing the flexibility of the gas pipe. The buried construction method.
【0002】[0002]
【従来の技術】従来、ガス配管の地中埋設工事は次のよ
うな方法で行われている。すなわち、図4にその概要を
示すごとく、ガス配管を埋設する箇所に開削工事にて所
定長さの掘削溝11と複数の溶接会所12を形成する。
溶接会所12については、溶接作業の安全性を考慮して
内壁を矢板13にて土留する。上記掘削溝11内にガス
配管を敷設する際は、予め掘削溝の長さに応じて例えば
2本の単管を溶接して一本となしたガス管P−2を図面
では2本掘削溝11内に吊降ろし、溶接会所12内で作
業員がこの2本のガス管P−2の溶接と既設配管P−1
との溶接を行う。しかる後、土留用矢板13を引抜き、
掘削溝11内を最先の配管の先端側を残して埋め戻す
と、再び次の配管のための掘削溝11と溶接会所の開削
工事および溶接会所の土留工事を行い、上記と同様の管
吊降ろし、地下溶接作業を順番に繰返してガス配管を埋
設する工法がとられる。2. Description of the Related Art Conventionally, underground burial work for gas pipes has been carried out by the following method. That is, as shown in FIG. 4, an excavation groove 11 having a predetermined length and a plurality of welding halls 12 are formed by excavation work at a place where a gas pipe is buried.
At the welding hall 12, the inner wall of the welding hall 12 is retained with a sheet pile 13 in consideration of the safety of welding work. When laying a gas pipe in the excavation groove 11, for example, two gas pipes P-2 in which two single pipes are previously welded to form a single gas pipe P-2 according to the length of the excavation groove are shown in the drawing. In the welding hall 12, a worker welds the two gas pipes P-2 and the existing pipe P-1.
Weld with. After that, pull out the retaining sheet pile 13,
When the inside of the excavation groove 11 is backfilled leaving the tip side of the earliest pipe, the excavation groove 11 for the next pipe and excavation work at the welding hall and earth retaining work at the welding hall are performed again, and the same pipe suspension as above is performed. The method is to take down and repeat underground welding work in order to bury the gas pipes.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、上記し
た従来の埋設工法には、以下に記載する問題点がある。
すなわち、従来は既設配管と該配管に接続する被溶接管
の溶接および被溶接管どうしの接続配管を地下で行うた
め、必ず掘削溝11内に溶接会所12を設ける必要があ
り、掘削溝の開削工事に加え、溶接会所の開削工事およ
び該溶接会所の矢板による土留工事を必要とし、掘削溝
および溶接会所の構築に多くの手間と時間がかかり、工
期が長くかかるという問題がある。また、掘削溝11内
に敷設するガス管は、通常2本ないし3本を別の場所
(工事現場と離れた場所、工場等)で事前に溶接して工
事現場に運搬するため時間的なロスが大きく非能率的で
ある。さらに、溶接会所での溶接作業は、作業性や安全
性の面で好ましくないという問題がある。However, the above-mentioned conventional burying method has the following problems.
That is, in the past, since welding of an existing pipe and a pipe to be welded connected to the pipe and a pipe connecting the pipes to be welded are performed underground, it is necessary to provide a welding hall 12 in the excavation groove 11 without fail. In addition to the construction work, the excavation work of the welding hall and the earth retaining work by the sheet pile of the welding hall are required, and there is a problem that it takes a lot of time and labor to construct the excavation groove and the welding hall, and the construction period is long. In addition, the gas pipes laid in the excavation trench 11 are usually welded in advance at another place (a place away from the construction site, a factory, etc.) with two or three pipes and transported to the construction site in advance, so there is no time loss. Is large and inefficient. Further, there is a problem that the welding work at the welding hall is not preferable in terms of workability and safety.
【0004】この発明は、従来工法のこのような問題点
を解決するためになされたもので、溶接会所が不要で、
かつ管の事前溶接を必要とせずに掘削溝上でガス管を一
本ずつ順次溶接しながら能率よく配管することが可能な
ガス配管の埋設工法を提案しようとするものである。The present invention has been made in order to solve the above problems of the conventional method and does not require a welding hall.
Moreover, the present invention intends to propose a method for burying gas pipes that enables efficient pipe welding while sequentially welding the gas pipes one by one on the excavation groove without requiring pre-welding of the pipes.
【0005】[0005]
【課題を解決するための手段】この発明に係るガス配管
の埋設工法は、ガス配管の可撓性を利用して管溶接を地
上で行いながら掘削溝内に敷設する方法であり、その要
旨は、掘削溝内に一定長さのガス配管を順次溶接しなが
ら敷設し、掘削溝を埋戻して埋設するガス配管の埋設工
法において、掘削溝内の既設管管端部を地上まで吊上げ
て保持し、このガス配管の前方に保持したガス配管と前
記既設管とを地上で溶接後、該配管を掘削溝内に吊降ろ
し、次いで掘削溝を一部埋戻した後、前記と同様に既設
管吊上げ、地上溶接、吊降ろし、埋戻し作業を繰返して
行うことを特徴とするものである。A method for burying a gas pipe according to the present invention is a method for laying a pipe in an excavation groove while performing pipe welding on the ground by utilizing the flexibility of the gas pipe. In the method of burying a gas pipe in which a gas pipe of a certain length is laid in the excavation groove while being sequentially welded, and the excavation groove is backfilled and buried, the existing pipe end in the excavation groove is lifted to the ground and held After welding the gas pipe held in front of this gas pipe and the existing pipe on the ground, the pipe is suspended in the excavation groove, then the excavation groove is partially backfilled, and the existing pipe is lifted in the same manner as above. It is characterized by repeatedly performing ground welding, hanging, and backfilling work.
【0006】[0006]
【作用】掘削溝内の既設管管端部を地上まで吊上げ保持
する手段としては、例えば掘削溝の開口部に溝長手方向
に移動可能に跨設した台車上に架台を設置し、該架台に
ホイスト、チェーンブロック、小型けん引機等を取付け
た管吊上げ装置を用いることができる。As a means for suspending and holding the existing pipe end in the excavation groove to the ground, for example, a pedestal is installed on a trolley that is movably provided in the opening of the excavation groove so as to be movable in the longitudinal direction of the excavation groove. A pipe lifting device equipped with a hoist, a chain block, a small towing machine, etc. can be used.
【0007】上記管吊上げ装置等により地上まで吊上げ
保持された既設管の前方に、該既設管に溶接するガス配
管を該既設管と同一角度に保持する手段としては、掘削
溝の開口部に溝長手方向に移動可能に跨設した台車上に
架台を設置し、該架台に前記管吊上げ装置と同様のホイ
スト、チェーンブロック、小型けん引機等を取付けた管
保持台車、または上記台車上に管載置台を取付けた管保
持台車等を用いることができる。As a means for holding the gas pipe to be welded to the existing pipe at the same angle as the existing pipe in front of the existing pipe hoisted and held by the pipe hoisting device or the like, a groove is formed at the opening of the excavation groove. A pipe is mounted on a trolley that is movably mounted in the longitudinal direction, and a hoist, a chain block, a small traction machine, and the like similar to the pipe lifting device are attached to the cradle, or a pipe holder on the trolley. It is possible to use a pipe holding carriage or the like with a mounting base attached.
【0008】この発明では、先に埋設されている掘削溝
内の既設管の管端部を前記管吊上げ装置にて地上まで吊
上げた状態で、前記管保持台車に既設管と同一角度に保
持されている次のガス配管の管端部とを地上で溶接する
ことができるので、掘削溝内に溶接会所を設ける必要が
ない。溶接後は、管保持台車を後退させて当該台車に保
持されているガス配管より離し、管吊上げ装置にてガス
配管を掘削溝内に吊降ろすことにより敷設されるので、
その後引き続いて掘削溝の埋戻し作業を行うことができ
る。掘削溝の一部埋戻しが終わると、再び上記同じ作業
を繰返してガス配管を順次埋設していく。その際、掘削
溝の開削はガス配管の埋設作業に合せて順次行う。According to the present invention, the pipe end portion of the existing pipe in the previously buried excavation groove is held at the same angle as the existing pipe by the pipe holding truck while being lifted to the ground by the pipe lifting device. Since the next pipe end of the next gas pipe can be welded on the ground, it is not necessary to provide a welding room in the excavation groove. After welding, the pipe holding truck is retracted to separate it from the gas pipe held by the truck, and the pipe is laid by suspending the gas pipe in the excavation groove with a pipe lifting device.
After that, the backfilling operation of the excavation groove can be subsequently performed. After partially backfilling the excavation trench, the same work is repeated again to sequentially bury the gas pipe. At that time, the excavation of the excavation groove is sequentially performed according to the burying work of the gas pipe.
【0009】この発明における掘削溝ライン上でのガス
配管の吊上げ、地上溶接、吊降ろし作業は、比較的簡単
かつ短時間で行うことができるので、ガス配管の埋設作
業能率を大幅に向上でき、工期を短縮できる。The hoisting, ground welding and hoisting work of the gas pipe on the excavation ditch line in the present invention can be performed relatively easily and in a short time, so that the efficiency of burying the gas pipe can be significantly improved. The construction period can be shortened.
【0010】[0010]
【実施例】図1はこの発明の一実施例におけるガス配管
施工装置を示す縦断側面図、図2は同上のガス配管施工
装置の平面図であり、1は掘削溝、2は管吊上げ装置、
3は管保持台車、4は溶接部である。DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a vertical cross-sectional side view showing a gas piping construction apparatus according to an embodiment of the present invention, FIG. 2 is a plan view of the same gas piping construction apparatus, 1 is an excavation groove, 2 is a pipe lifting apparatus,
Reference numeral 3 is a pipe holding carriage, and 4 is a welded portion.
【0011】管吊上げ装置2は、掘削溝1の開口部に溝
長手方向に移動可能に跨設した台車2−1上に架台2−
2を設置し、該架台にガス管を吊上げるホイスト2−3
を取付けた構造となっている。2−4は台車2−1を定
位置に固定するためのジャッキである。The pipe lifting device 2 is mounted on a carriage 2-1 which is movably mounted in the opening of the excavation groove 1 so as to be movable in the longitudinal direction of the groove.
Hoist which installs 2 and hangs a gas pipe on the stand 2-3
It has a structure with attached. Reference numeral 2-4 is a jack for fixing the carriage 2-1 to a fixed position.
【0012】管保持台車3は、掘削溝1の開口部に溝長
手方向に移動可能に跨設した台車3−1上に架台3−2
を設置し、該架台にガス管を傾斜保持するホイスト3−
3をここでは2個取付けた構造となっている。3−4は
台車3−1を定位置に固定するためのジャッキである。The pipe holding truck 3 is mounted on a truck 3-1, which is movably mounted in the opening of the excavation trench 1 so as to be movable in the longitudinal direction of the trench.
And a hoist for holding the gas pipe in an inclined manner on the gantry 3-
Here, the structure is such that two 3 are attached. Reference numeral 3-4 is a jack for fixing the carriage 3-1 at a fixed position.
【0013】上記のガス配管施工装置によりガス配管を
埋設施工する際は、図面に示すごとく、先に埋設施工さ
れて掘削溝1内に突出している既設のガス管P−1の管
端部近傍に管吊上げ装置2を移動させジャッキ2−4に
て固定する。この管吊上げ装置2の背後には、次に接続
するガス管P−2を搭載した管保持台車3が待機してい
る。管吊上げ装置2を所定の位置に固定すると、既設の
ガス管P−1の管端部をホイスト2−3にて地上まで吊
上げ、その位置に保持する。続いて、管保持台車3を管
吊上げ装置2側に移動させ、該管吊上げ装置2に接近し
たところで管保持台車3のホイスト3−3にて吊上げら
れている次のガス管P−2と、管吊上げ装置2のホイス
ト2−3にて吊上げられている既設のガス管P−1とが
同一角度になるように双方のホイスト3−3を操作し、
管吊上げ装置2に吊上げられている既設のガス管P−1
の管端に、管保持台車3に傾斜保持されている次のガス
管P−2の管端を突合わせると管保持台車3をジャッキ
3−4にて固定し、双方の管を地上で溶接する。溶接は
通常手動で行うが、自動溶接機を用いることも可能であ
る。When burying a gas pipe with the above-mentioned gas pipe laying apparatus, as shown in the drawing, near the pipe end portion of the existing gas pipe P-1 which has been burried first and protrudes into the excavation groove 1. Move the pipe lifting device 2 to and fix it with the jack 2-4. Behind this pipe hoisting device 2, a pipe holding carriage 3 equipped with a gas pipe P-2 to be connected next stands by. When the pipe lifting device 2 is fixed at a predetermined position, the pipe end of the existing gas pipe P-1 is lifted to the ground by the hoist 2-3 and is held at that position. Then, the pipe holding carriage 3 is moved to the pipe lifting device 2 side, and when the pipe holding carriage 2 is approached, the next gas pipe P-2 is lifted by the hoist 3-3 of the pipe holding carriage 3, Operate both hoists 3-3 so that the existing gas pipe P-1 hoisted by the hoist 2-3 of the pipe hoisting device 2 has the same angle.
An existing gas pipe P-1 that is suspended by the pipe suspension device 2
When the pipe end of the next gas pipe P-2 tilted and held by the pipe holding carriage 3 is abutted against the pipe end of No. 3, the pipe holding carriage 3 is fixed by the jack 3-4, and both pipes are welded on the ground. To do. Welding is usually done manually, but it is also possible to use an automatic welder.
【0014】管の溶接が終わると、管吊上げ装置2のホ
イスト2−3を操作して、溶接したガス配管を掘削溝1
内の途中まで吊降ろし、該管吊上げ装置2を管保持台車
3の近傍まで後退させると、途中まで吊降ろしている管
を再びホイスト2−3にて吊る。次に、この状態で、管
保持台車3のホイスト3−3を操作して管を前記と同じ
高さまで吊り降ろし、この状態で該管保持台車3を管端
位置まで後退させて再びホイスト3−3にて管端を吊
り、この状態で管吊上げ装置2のホイスト2−3および
管保持台車3のホイスト3−3を操作して管を掘削溝1
の底部に吊降ろす。しかる後、ダンプトラック(図面省
略)により埋戻し土砂を掘削溝1内に搬入し、溶接した
ガス配管P−2の管端部を吊上げ可能な位置まで掘削溝
1を埋戻す。また、次のガス配管の敷設に必要な掘削溝
をショベルカー(図面省略)にて開削する。When the welding of the pipe is completed, the hoist 2-3 of the pipe lifting device 2 is operated to connect the welded gas pipe to the excavation groove 1
When the pipe lifting device 2 is retracted to the vicinity of the pipe holding carriage 3, the pipe suspended halfway is suspended again by the hoist 2-3. Next, in this state, the hoist 3-3 of the pipe holding carriage 3 is operated to hang the pipe to the same height as the above, and in this state, the pipe holding carriage 3 is retracted to the pipe end position and the hoist 3-3 again. 3, the pipe end is hung, and in this state, the hoist 2-3 of the pipe lifting device 2 and the hoist 3-3 of the pipe holding carriage 3 are operated to cut the pipe into the excavation groove 1
Hang it at the bottom of the. After that, the backfill earth and sand is carried into the excavation groove 1 by a dump truck (not shown), and the excavation groove 1 is backfilled to a position where the welded pipe end of the gas pipe P-2 can be lifted. Also, excavate the excavation groove required for laying the next gas pipe with a shovel car (not shown).
【0015】掘削溝1の埋戻し作業が終わると、次のガ
ス管の溶接作業を行うため管吊上げ装置2を所定の位置
まで後退させ、再び上記と同じ作業を繰返してガス配管
を順次溶接して敷設する。すなわち、掘削溝1内に突出
している既設のガス管P−2の管端部を管吊上げ装置2
にて地上まで吊上げ、次の管を保持する管保持台車3を
管吊上げ装置2に接近させて管端を突合わせ、地上で溶
接を行い、管吊上げ装置2および管保持台車3を順次移
動させて溶接したガス配管を掘削溝1内に吊降ろし、掘
削溝の埋戻しと掘削溝の開削を随時行って管を埋設して
いく。When the backfilling work of the excavation groove 1 is completed, the pipe lifting device 2 is retracted to a predetermined position in order to perform the welding work of the next gas pipe, and the same work is repeated again to sequentially weld the gas pipes. Lay it. That is, the pipe end of the existing gas pipe P-2 protruding into the excavation groove 1 is connected to the pipe lifting device 2
At that time, the pipe holding carriage 3 for holding the next pipe is brought close to the pipe lifting device 2 to bring the pipe ends into contact with each other, and welding is performed on the ground to move the pipe lifting device 2 and the pipe holding carriage 3 sequentially. The gas pipe welded by the above method is suspended in the excavation groove 1, and backfilling of the excavation groove and excavation of the excavation groove are performed at any time to embed the pipe.
【0016】上記のごとく、この発明ではガス管の可撓
性を利用してガス管端部の吊上げ、地上溶接、吊降ろ
し、埋戻しの順でこれらの作業を繰返してガス配管の溶
接、埋設工事を行う。掘削溝の開削は、管の敷設作業に
合わせて随時行われる。As described above, according to the present invention, the flexibility of the gas pipe is utilized to repeat the above operations in the order of hoisting the gas pipe end, ground welding, hoisting and backfilling, and welding and embedding of the gas pipe. Perform construction. The excavation of the excavation trench is performed at any time according to the pipe laying work.
【0017】なお、図面では管を傾斜保持して溶接を行
っている状態を示したが、溶接は管を水平に保持して行
うことも可能である。その場合は、吊上げた管を地上で
水平に保持し、次の管も管保持台車3にて水平に保持し
て溶接を行う。また、管保持台車としては、上記のホイ
ストによる吊上げ方式に替えて、図3に示すごとく、台
車3−1上に管載置台3−5を設置した管保持台車等を
用いることができる。その際、管を傾斜保持して溶接を
行う場合は、上面が斜面となした管載置台3−5を設置
した管保持台車等を用いることができる。この管載置台
3−5の斜面の角度は、管吊上げ装置2にて吊上げられ
た既設管の傾斜角度に合せて決められる。さらに、この
管載置台の上面にはガス管の位置決めと固定のための管
クランプ治具等を設けることができる。Although the drawing shows a state in which the pipe is held while being inclined, the welding can be performed by holding the pipe horizontally. In that case, the hoisted pipe is held horizontally on the ground, and the next pipe is also held horizontally by the pipe holding carriage 3 to perform welding. Further, as the pipe holding carriage, it is possible to use a pipe holding carriage in which a pipe mounting base 3-5 is installed on a carriage 3-1 as shown in FIG. 3 in place of the hoist hoisting system. At this time, when welding is performed while holding the pipe inclined, it is possible to use a pipe holding carriage having a pipe mounting table 3-5 whose upper surface is a slope. The angle of the slope of the pipe placement table 3-5 is determined according to the inclination angle of the existing pipe suspended by the pipe suspension device 2. Further, a pipe clamp jig or the like for positioning and fixing the gas pipe can be provided on the upper surface of the pipe mounting table.
【0018】[0018]
【発明の効果】以上説明したごとく、この発明の埋設工
法によれば、以下に記載する効果を奏する。 (1)ガス配管の可撓性を利用して既設管を地上まで吊
上げた状態で次のガス管との溶接を管溶接を地上で行い
ながら掘削溝内に敷設することができるので、掘削溝内
に溶接会所を設ける必要がなく、したがって、溶接会所
の開削工事および矢板による土留工事が不要となること
により、かかる工事に要する時間、労力、費用を削減で
きる。 (2)掘削溝ライン上でのガス配管の吊上げ、地上溶
接、吊降ろし作業は、比較的簡単かつ短時間で行うこと
ができるとともに、これらの作業は連続的にしかも円滑
に行うことができるので、工事中における時間的ロスが
少なく、ガス配管の埋設作業能率を大幅に向上できる。 (3)埋設工事に必要な管吊上げ装置、管保持台車は、
構造的に極めて簡単であるのみならず高価な機器や装置
を必要としないためコストが高くつくことがなく、その
上、この管吊上げ装置、管保持台車の操作は溶接作業と
同様、地上で容易に行うことできるので安全性に富み、
しかも多くの労力や時間をかけずに簡易迅速に能率よく
行うことができる。 (4)ガス管は一本ずつ溶接して掘削溝内に敷設してい
くので、従来のように別の場所で複数本溶接したものを
現場に運ぶ作業が不要となる。 (5)ガス配管の地中埋設工事の工期の短縮、工事費の
削減をはかることができる。As described above, according to the embedding method of the present invention, the following effects can be obtained. (1) Since the existing gas pipe can be hung up above the ground by utilizing the flexibility of the gas pipe, the next gas pipe can be welded on the ground while being laid in the excavation groove. Since it is not necessary to provide a welding hall in the interior, and therefore, the excavation work of the welding hall and the earth retaining work with sheet piles are unnecessary, the time, labor, and cost required for such construction can be reduced. (2) The gas pipe hoisting, ground welding, and hoisting work on the excavation ditch line can be performed relatively easily and in a short time, and these works can be performed continuously and smoothly. , There is little time loss during construction, and the efficiency of burying gas pipes can be greatly improved. (3) The pipe lifting device and pipe holding cart required for burial work are
Not only is it structurally extremely simple, but it does not require expensive equipment or devices, so it is not expensive, and the pipe lifting device and pipe holding cart are easy to operate on the ground, just like welding work. It can be done in a safe manner,
Moreover, it can be performed simply, quickly and efficiently without much labor and time. (4) Since the gas pipes are welded one by one and laid inside the excavation trench, there is no need to carry a plurality of welded welded pipes to another site as in the conventional case. (5) It is possible to reduce the construction period and the construction cost of underground burial work for gas pipes.
【図1】この発明の一実施例におけるガス配管施工装置
を示す縦断側面図である。FIG. 1 is a vertical cross-sectional side view showing a gas pipe construction device according to an embodiment of the present invention.
【図2】同上のガス配管施工装置の平面図である。FIG. 2 is a plan view of the above gas pipe construction device.
【図3】同上のガス配管施工装置における管保持台車の
他の実施例を示す側面図である。FIG. 3 is a side view showing another embodiment of the pipe holding truck in the above gas pipe construction device.
【図4】従来のガス配管埋設工法を一例を示す概略図
で、(a)は掘削溝部の縦断側面図、(b)は同上の掘
削溝部の平面図である。FIG. 4 is a schematic view showing an example of a conventional gas pipe burying method, (a) is a vertical sectional side view of a digging groove portion, and (b) is a plan view of the digging groove portion.
1 掘削溝 2 管吊上げ装置 2−1 台車 2−2 架台 2−3 ホイスト 2−4 ジャッキ 3 管保持台車 3−1 台車 3−2 架台 3−3 ホイスト 3−4 ジャッキ 4 溶接部 P−1、P−2 ガス管 DESCRIPTION OF SYMBOLS 1 excavation ditch 2 pipe lifting device 2-1 trolley 2-2 pedestal 2-3 hoist 2-4 jack 3 3 pipe holding trolley 3-1 trolley 3-2 pedestal 3-3 hoist 3-4 jack 4 welded part P-1, P-2 gas pipe
Claims (2)
接しながら敷設し、掘削溝を埋戻して埋設するガス配管
の埋設工法において、ガス配管の可撓性を利用して掘削
溝内の既設管管端部を地上まで吊上げて保持し、このガ
ス配管の前方に保持したガス配管と前記既設管とを地上
で溶接後、該配管を掘削溝内に吊降ろし、次いで掘削溝
を一部埋戻した後、前記と同様に既設管吊上げ、地上溶
接、吊降ろし、埋戻し作業を繰返して行うことを特徴と
するガス配管の埋設工法。1. A method for burying a gas pipe in which a gas pipe of a certain length is laid while being sequentially welded in the excavation groove, and the excavation groove is backfilled to be buried by utilizing the flexibility of the gas pipe. The existing pipe inside the pipe end is lifted and held to the ground, the gas pipe held in front of this gas pipe and the existing pipe are welded on the ground, and then the pipe is suspended in the excavation groove, and then the excavation groove is formed. A method for burying gas pipes, characterized in that after partially backfilling, the existing pipe is lifted, ground welded, suspended, and backfilled in the same manner as above.
げ保持する手段として、掘削溝の開口部に該溝長手方向
に移動可能に跨設した台車上に架台を設置し、該架台に
ホイスト、チェーンブロック、小型けん引機等の吊上げ
機を取付けた構造の管吊上げ装置を用い、前記既設管と
同一角度に保持する手段として、掘削溝の開口部に該溝
長手方向に移動可能に跨設した台車上に架台を設置し、
該架台にホイスト、チェーンブロック、小型けん引機等
の吊上げ機を取付けた構造の管保持台車、または管載置
台を台車に設置した構造の管保持台車を用いることを特
徴とする請求項1記載のガス配管の埋設工法。2. As a means for suspending and holding the existing pipe end in the excavation trench to the ground, a mount is installed on a carriage that is movably mounted in the opening of the excavation trench so as to be movable in the longitudinal direction of the trench. A hoist, chain block, small towing machine, or other hoisting device is used to hold the hoisting device at the same angle as the existing pipe. Install a pedestal on the trolley that spans,
The pipe holding carriage having a structure in which a hoist, a chain block, a lifting machine such as a small towing machine is attached to the frame, or a pipe holding carriage having a pipe mounting table installed in the carriage is used. How to bury gas pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7169283A JPH08338567A (en) | 1995-06-12 | 1995-06-12 | Burying process for gas pipe line |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7169283A JPH08338567A (en) | 1995-06-12 | 1995-06-12 | Burying process for gas pipe line |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH08338567A true JPH08338567A (en) | 1996-12-24 |
Family
ID=15883650
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7169283A Withdrawn JPH08338567A (en) | 1995-06-12 | 1995-06-12 | Burying process for gas pipe line |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH08338567A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012184846A (en) * | 2011-03-04 | 2012-09-27 | Pipestream Bv | On-site manufacturing of composite pipeline |
| JP2015125995A (en) * | 2013-12-25 | 2015-07-06 | Necプラットフォームズ株式会社 | Cooling system and electronic device |
| JP2016142326A (en) * | 2015-02-02 | 2016-08-08 | 日鉄住金パイプライン&エンジニアリング株式会社 | Suspended piping method for buried pipes |
-
1995
- 1995-06-12 JP JP7169283A patent/JPH08338567A/en not_active Withdrawn
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012184846A (en) * | 2011-03-04 | 2012-09-27 | Pipestream Bv | On-site manufacturing of composite pipeline |
| JP2015125995A (en) * | 2013-12-25 | 2015-07-06 | Necプラットフォームズ株式会社 | Cooling system and electronic device |
| US10408545B2 (en) | 2013-12-25 | 2019-09-10 | Nec Platforms, Ltd. | Cooling system and electronic equipment |
| JP2016142326A (en) * | 2015-02-02 | 2016-08-08 | 日鉄住金パイプライン&エンジニアリング株式会社 | Suspended piping method for buried pipes |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20020903 |