JPH102453A - Pipeline burying blade, pipeline burying device and pipeline burying method - Google Patents

Pipeline burying blade, pipeline burying device and pipeline burying method

Info

Publication number
JPH102453A
JPH102453A JP8175642A JP17564296A JPH102453A JP H102453 A JPH102453 A JP H102453A JP 8175642 A JP8175642 A JP 8175642A JP 17564296 A JP17564296 A JP 17564296A JP H102453 A JPH102453 A JP H102453A
Authority
JP
Japan
Prior art keywords
blade
pipe
burying
slit
pig
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.)
Granted
Application number
JP8175642A
Other languages
Japanese (ja)
Other versions
JP3743922B2 (en
Inventor
Seijiro Ohashi
清次郎 大橋
Eiji Imai
榮治 今井
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.)
Nissei Co Ltd
Original Assignee
Nissei Co 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 Nissei Co Ltd filed Critical Nissei Co Ltd
Priority to JP17564296A priority Critical patent/JP3743922B2/en
Publication of JPH102453A publication Critical patent/JPH102453A/en
Application granted granted Critical
Publication of JP3743922B2 publication Critical patent/JP3743922B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a pipeline burying blade, a burying device and a burying method that can lay a pipeline rapidly and reduce repair work on the ground surface to a minimum by drilling an extremely narrow slit on the ground surface. SOLUTION: A cutter part 1 is formed on one side in the width direction of a plate-like blade 5, and a fastening part 3 for fastening flexible line material for inserting a pig 11 is provided at a lower part of the cutter part 1. An upper part of the blade 5 is connected to a vibrating device 4. A supporting frame 6 of the blade 5 is connected to a drive vehicle 14, and a slit 10 is formed along a pipeline laying path. The pig 11 is made enter the lower part of the slit 10 through the flexible line material 2 to form an enlarged through part, and a pipeline is laid therein.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、地中に各種配管を
埋設するためのブレードおよび配管埋設装置並びに配管
埋設方法に関する。さらに詳しくは、配管埋設のために
地表から掘削するときの掘削幅を最小にして、地表面上
の損傷を可能な限り少なくするものに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a blade for burying various pipes underground, a pipe burying apparatus, and a pipe burying method. More particularly, the present invention relates to a method for minimizing an excavation width when excavating from the surface for burying a pipe so as to minimize damage on the ground surface.

【0002】[0002]

【従来の技術】例えばゴルフ場等において、芝生散水用
の配管を敷設する場合、掘削機により地表から配管埋設
深さまで少なくとも30cm以上の幅で配管敷設路に沿っ
て土を掘削する必要がある。すると、その幅分だけ芝生
が剥離されると共に、掘削された土が配管敷設路に沿っ
て地面に盛り上げられる。次いで掘削された配管敷設路
に配管を敷設し、土の埋め戻し作業が行われると共に、
新たな芝生の張り付け作業が行われていた。このような
配管敷設作業は、ゴルフ場に限らず道路上においても配
管敷設路に沿って少なくとも30cm以上の幅で土の掘削
が行われ、その埋め戻し作業並びに補修作業が行われて
いた。
2. Description of the Related Art For example, when laying a lawn watering pipe in a golf course or the like, it is necessary to excavate soil along a pipe laying path with a width of at least 30 cm or more from the ground surface to a pipe burying depth by an excavator. Then, while the lawn is peeled by the width, the excavated soil is raised on the ground along the pipe laying path. Next, pipes were laid on the excavated pipe laying path, and soil backfill work was performed.
A new lawn was being pasted. In such a pipe laying operation, excavation of soil with a width of at least 30 cm or more is performed along a pipe laying path not only in a golf course but also on a road, and backfilling work and repair work are performed.

【0003】[0003]

【発明が解決しようとする課題】従来の配管埋設方法
は、その敷設路に沿って地表面に30cm以上の補修跡が
残り、体裁が悪いと共に、掘削作業に多大の時間と労力
を要していた。そこで、これらの課題を解決するために
本発明は次の構成をとる。
In the conventional pipe burying method, a repair mark of 30 cm or more remains on the ground surface along the laying path, the appearance is poor, and a great deal of time and labor is required for excavation work. Was. In order to solve these problems, the present invention has the following configuration.

【0004】[0004]

【課題を解決するための手段】本発明は、幅方向の一側
がカッター部1を構成し、下部にピグ挿通用の可撓性条
材2が止着される止着部3が設けられ、上部が振動装置
4に接続される平板状の配管埋設用のブレード5であ
る。また本発明の配管埋設装置は、そのブレード5の前
記カッター部1の前縁が下方に向かって次第に後退する
階段状に形成され、前記止着部3にワイヤー係止孔が設
けられ、前記支持枠6が駆動車両14に接続されてその車
両と共に移動するように構成され、その駆動車両14に保
持される前記振動装置4の下端が前記ブレード5に接続
されたものである。
According to the present invention, one side in the width direction constitutes a cutter section 1, and a fastening section 3 to which a flexible strip 2 for inserting a pig is fastened is provided at a lower portion thereof. The upper part is a blade 5 for burying a flat pipe connected to the vibration device 4. Further, in the pipe burying device of the present invention, the front edge of the cutter portion 1 of the blade 5 is formed in a stepped shape that gradually retreats downward, and the fastening portion 3 is provided with a wire locking hole, The frame 6 is connected to a driving vehicle 14 and is configured to move with the vehicle. The lower end of the vibration device 4 held by the driving vehicle 14 is connected to the blade 5.

【0005】さらに本発明の配管埋設方法は、互いに離
間して一対の開口8,9を掘削し、一方の前記開口8か
ら前記配管埋設装置の前記ブレード5を土中に挿入し、
前記止着部3に前記可撓性条材2の一端を止着して、前
記駆動車両14を一方の前記開口8から他方の前記開口9
まで移動して土中にスリット10を形成する工程と、前記
可撓性条材2に前記ブレード5の厚みより直径が大きい
ピグ11を止着して一方の前記開口8から他方の前記開口
9まで移動して前記スリット10の下部を拡開する工程
と、前記ピグ11により拡開された位置に配管12を挿入す
る工程と、を具備するものである。
Further, in the pipe burying method of the present invention, a pair of openings 8, 9 are excavated apart from each other, and the blade 5 of the pipe burying device is inserted into the soil from one of the openings 8,
One end of the flexible strip 2 is fastened to the fastening portion 3, and the driving vehicle 14 is moved from one opening 8 to the other opening 9.
To form a slit 10 in the soil, and a pig 11 having a diameter larger than the thickness of the blade 5 is fixed to the flexible strip 2 so that one opening 8 to the other To extend the lower portion of the slit 10 to move the pipe 12 to a position where the pipe 11 is expanded by the pig 11.

【0006】[0006]

【発明の実施の形態】次に、図面に基づいて本発明の実
施の形態を説明する。図1は本発明のブレードおよび配
管埋設装置の使用状態を示す説明図であって、配管埋設
方法の第1工程を示す。図2は本発明の配管埋設用のブ
レードの斜視図、図3は図2の III部拡大図、図4は本
発明の配管埋設方法の第2工程を示す説明図、図5は同
工程におけるピグ11の一部破断正面図、図6は図5のVI
−VI矢視断面図、図7は本発明の配管埋設方法の第3工
程を示す説明図である。
Next, an embodiment of the present invention will be described with reference to the drawings. FIG. 1 is an explanatory view showing a use state of a blade and a pipe burying device of the present invention, and shows a first step of a pipe burying method. FIG. 2 is a perspective view of a pipe burying blade of the present invention, FIG. 3 is an enlarged view of a part III in FIG. 2, FIG. 4 is an explanatory view showing a second step of the pipe burying method of the present invention, and FIG. FIG. 6 is a partially cutaway front view of the pig 11, and FIG.
7 is an explanatory view showing a third step of the pipe embedding method of the present invention.

【0007】本発明の配管埋設用のブレードは、図2の
如く構成されている。すなわち、全体が平板状に形成さ
れ、その下部の一側にカッター部1が設けられ、その下
端に止着部3が穿設されている。カッター部1の下部前
縁は、下方に向かって次第に後退する階段状に形成さ
れ、その下部前縁及び下端面に図3の如く多数の超硬チ
ップ1aがろう付け固定されている。このブレード5は
硬度の高い工具鋼板よりなり、その上半部両面に軟鋼板
が固定されている。そしてそのブレード5の上半部が支
持枠6の偏平管ガイド6cに上下動自在に支持され、偏
平管ガイド6cに設けられた一対のガイドローラ6aが
ブレード5の両側を案内している。なお、支持枠6の先
端部には案内輪6bが設けられている。この支持枠6
は、図1の如く駆動車両14の先端に着脱自在に連結さ
れ、且つその連結部は上下方向にわずかに回動自在に枢
着されている。駆動車両14はこの例ではアーム13を有
し、その吊り具13aに振動装置4が吊持される。そし
て、振動装置4の下端に設けられた挟持部4aがブレー
ド5の上端中央を把持する。
A blade for burying a pipe according to the present invention is configured as shown in FIG. That is, the whole is formed in a flat plate shape, the cutter part 1 is provided on one side of the lower part, and the fastening part 3 is drilled at the lower end. The lower front edge of the cutter portion 1 is formed in a stepped shape that gradually retreats downward, and a number of carbide tips 1a are brazed and fixed to the lower front edge and the lower end surface as shown in FIG. The blade 5 is made of a tool steel plate having a high hardness, and soft steel plates are fixed to both upper half surfaces thereof. The upper half of the blade 5 is vertically movably supported by the flat tube guide 6c of the support frame 6, and a pair of guide rollers 6a provided on the flat tube guide 6c guides both sides of the blade 5. Note that a guide wheel 6b is provided at the tip of the support frame 6. This support frame 6
1 is detachably connected to the tip of the driving vehicle 14 as shown in FIG. 1, and the connection portion is pivotally connected to be slightly pivotable in the vertical direction. The driving vehicle 14 has an arm 13 in this example, and the vibrating device 4 is suspended by a suspending member 13a. Then, the holding portion 4 a provided at the lower end of the vibration device 4 grips the center of the upper end of the blade 5.

【0008】[0008]

【配管埋設方法】このようにしてなる配管埋設装置によ
り、配管を埋設するには次のようにして行う。まず、配
管敷設経路の直線部において、図1の如くその一端と他
端に開口8,9を掘削する。この開口8,9は小型掘削
機によりその幅を50cm程度取れば十分である。その幅
は駆動車両14の両側に設けられた両輪が十分跨げると共
に、その内部に1人の作業員が入れる程度である。そし
て、図1の如く駆動車両14のアーム13に振動装置4を吊
持し、その挟持部4aによりブレード5の上端中央を把
持する。そして、支持枠6の後端を駆動車両14の先端に
上下方向にある程度回動自在に接続する。そして、開口
8と開口9との間の地表面15上に直線的なラインを表示
する。そのラインの代わりにロープを張設してもよい。
そして、駆動車両14によって吊り上げたブレード5を開
口8に挿入し、案内輪6bを図示しない掘削表示ライン
に整合させる。そして、ブレード5の止着部3に可撓性
条材2の一端を係止させる。
[Piping burying method] The pipe burying apparatus is buried in the following manner. First, openings 8 and 9 are excavated at one end and the other end of the straight portion of the pipe laying path as shown in FIG. It is sufficient that the openings 8, 9 have a width of about 50 cm by a small excavator. Its width is such that both wheels provided on both sides of the driving vehicle 14 can be sufficiently straddled and one worker can enter the inside. As shown in FIG. 1, the vibration device 4 is hung on the arm 13 of the driving vehicle 14, and the center of the upper end of the blade 5 is gripped by the holding portion 4a. Then, the rear end of the support frame 6 is connected to the front end of the driving vehicle 14 so as to be rotatable to some extent in the vertical direction. Then, a straight line is displayed on the ground surface 15 between the openings 8 and 9. A rope may be used instead of the line.
Then, the blade 5 lifted by the driving vehicle 14 is inserted into the opening 8, and the guide wheel 6b is aligned with an excavation display line (not shown). Then, one end of the flexible strip 2 is locked to the fixing portion 3 of the blade 5.

【0009】このような状態で駆動車両14を前進させる
と共に、振動装置4を駆動する。すると、ブレード5は
振動装置4により上下方向に振動しつつ、駆動車両14に
よって前進する。その結果、地表面15上にカッター部1
の厚み程度の薄いスリット10が形成される。なお、スリ
ット10は動圧によりブレード5の板厚よりも薄くなるこ
とがある。しかしながら、スリット10の下部には可撓性
条材2がすでに敷設されている。このようにして、スリ
ット10を開口8から開口9へ直線上に形成する。次に、
図4の如く可撓性条材2の後端にピグ11の先端を係止
し、そのピグ11の後端に新たな可撓性条材2を接続す
る。このピグ11は、一例として図5および図6の如く形
成することができる。すなわち、ピグ11は全体が紡錐状
をなし、その先端および後端に係止環11aが固定されて
いる。なお、この例ではピグ11の先端部外周に案内翼11
bが設けられている。この案内翼11bは省略することも
可能である。このようにしてなるピグ11の両端には夫々
可撓性条材2が接続され、その先端側の可撓性条材2が
適宜な滑車16等を介して移動することにより、ピグ11が
開口8から開口9に向ってスリット10の底部を移動す
る。その移動により、スリット10の底部には拡大貫通部
17が形成される。この拡大貫通部17の直径は、埋設しよ
うとする配管直径よりもやや大なることが好ましい。
In this state, the driving vehicle 14 is moved forward and the vibration device 4 is driven. Then, the blade 5 is moved forward by the driving vehicle 14 while vibrating in the vertical direction by the vibration device 4. As a result, the cutter 1
A thin slit 10 having a thickness of about 10 mm is formed. The slit 10 may be thinner than the thickness of the blade 5 due to dynamic pressure. However, below the slit 10, the flexible strip 2 has already been laid. In this way, the slit 10 is formed linearly from the opening 8 to the opening 9. next,
As shown in FIG. 4, the tip of the pig 11 is locked at the rear end of the flexible strip 2, and a new flexible strip 2 is connected to the rear end of the pig 11. The pig 11 can be formed as shown in FIGS. 5 and 6, for example. That is, the pig 11 has a spindle shape as a whole, and the locking ring 11a is fixed to the front and rear ends thereof. In this example, the guide vanes 11
b is provided. The guide wing 11b can be omitted. The flexible strip 2 is connected to both ends of the pig 11 thus formed, and the flexible strip 2 on the tip side moves through a suitable pulley 16 or the like, so that the pig 11 is opened. The bottom of the slit 10 is moved from 8 toward the opening 9. Due to the movement, the enlarged penetrating part is at the bottom of the slit 10
17 is formed. The diameter of the enlarged penetration portion 17 is preferably slightly larger than the diameter of the pipe to be embedded.

【0010】次いで、図7の如く可撓性条材2の後端に
接続金具2aを介して配管12の先端を接続する。そして
可撓性条材2を矢印方向に引っ張ることにより、配管12
を順次拡大貫通部17内に挿入する。そして、多数の配管
12を管継手12aを介して接続し、拡大貫通部17の全長に
わたって配管12を敷設するものである。なお、上記の例
はゴルフ場において、芝生に散水をするための配管を埋
設するもの示す。実験によれば、芝生の上面にはほとん
ど損傷を起こすことなく、極めて短時間で配管敷設作業
を行うことができた。次に、この配管埋設装置はアスフ
ァルト道路の下方等においても使用することが可能であ
る。その場合には、予めアスファルトを回転するダイヤ
モンドブレート等により幅数cm〜10cm程度に剥ぎ取
り、次いで、その剥ぎ取った跡から図1,図4および図
7に記載の各工程をとる。そして本発明のブレードによ
り掘削されたスリットに砂を詰めると共に、そこに水を
供給して砂を湿らせ水締めを行う。次いで、その上に砕
石を施しアスファルトを被覆すれば良い。それにより、
アスファルトの補修幅を極めて狭くして、配管を敷設す
ることが可能となる。また、図8,図9は本発明の他の
ブレード5及びその部分拡大図であり、このブレード5
はカッター部1の前縁が凹んだ弧状に形成されたもので
ある。
Next, as shown in FIG. 7, the front end of the pipe 12 is connected to the rear end of the flexible strip 2 via a connection fitting 2a. By pulling the flexible strip 2 in the direction of the arrow, the pipe 12
Are sequentially inserted into the enlarged penetration portion 17. And many plumbing
12 are connected via a pipe joint 12a, and the pipe 12 is laid over the entire length of the enlarged penetration portion 17. Note that the above example shows a golf course where a pipe for watering a lawn is buried. According to the experiment, the pipe laying work could be performed in a very short time with almost no damage on the upper surface of the lawn. Next, the pipe burying device can be used even under an asphalt road or the like. In this case, the asphalt is previously peeled off to a width of about several cm to 10 cm using a rotating diamond plate or the like, and then the steps shown in FIGS. 1, 4 and 7 are taken from the trace of the peeling. Then, sand is packed into the slits excavated by the blade of the present invention, and water is supplied to the slits to moisten and sand the sand. Next, crushed stones may be applied thereon and coated with asphalt. Thereby,
It is possible to lay pipes by making the repair width of asphalt extremely narrow. 8 and 9 are other blades 5 of the present invention and a partially enlarged view thereof.
Is formed such that the front edge of the cutter portion 1 is concave.

【0011】[0011]

【発明の作用・効果】本発明の配管埋設用のブレード
は、その上部が振動装置4に接続され、幅方向の一側が
カッター部1を構成する。そして、下部にピグ挿通用の
可撓性条材2が止着される止着部3が設けられているか
ら、振動装置4により上下動しつつ移動し、それにより
スリット10を形成し、そのスリット10の掘削幅を最小に
することにより、配管敷設のための地表面15上の損傷を
最小とし得る。そして、止着部3に可撓性条材2を取り
付けることができるから、その可撓性条材2によりピグ
を介してスリットの下部に拡大貫通部17を形成し得る。
それにより、その拡大貫通部17にスリット10の幅よりも
外直径の大きな配管12を挿通することが可能となる。そ
して、能率良く配管敷設用のスリットを形成することが
可能となる。次に、第2の本発明はブレード5のカッタ
ー部1の前縁が下方に向かって次第に後退する階段状に
形成されている。そのため、掘削効率が良く小さな動力
で幅の狭いスリット10を迅速に形成することが可能とな
る。
The upper part of the blade for burying pipes of the present invention is connected to the vibration device 4, and one side in the width direction constitutes the cutter unit 1. And since the fastening part 3 to which the flexible strip material 2 for pig insertion is fastened is provided in the lower part, it moves while moving up and down by the vibrating device 4, thereby forming the slit 10. Minimizing the excavation width of the slit 10 may minimize damage on the ground surface 15 for laying pipes. Then, since the flexible strip 2 can be attached to the fastening portion 3, the enlarged through portion 17 can be formed below the slit by the flexible strip 2 via a pig.
Thereby, the pipe 12 having an outer diameter larger than the width of the slit 10 can be inserted into the enlarged penetration portion 17. Then, it is possible to efficiently form the slit for laying the pipe. Next, in the second aspect of the present invention, the front edge of the cutter portion 1 of the blade 5 is formed in a step-like shape that gradually retreats downward. Therefore, it is possible to quickly form the narrow slit 10 with good excavation efficiency and small power.

【0012】さらに、第3の発明である配管埋設方法
は、互いに離間して一対の開口8,9を掘削し、一方の
開口8からブレード5を土中に挿入し、止着部3に可撓
性条材2の一端を止着して駆動車両14を一方から他方の
開口まで移動することにより、土中にスリット10を形成
する。それと共に、可撓性条材2にブレード5の厚みよ
り直径が大きいピグ11を止着して一方の開口8から他方
の開口9まで移動することによりスリット10の下部を拡
開する。さらに、ピグ11により拡開された位置に配管12
を挿通するものである。このような工程をとることによ
り、地表面15の損傷を最小とし、効率良く配管を敷設す
ることが可能となる。
Further, in the pipe burying method according to the third invention, a pair of openings 8 and 9 are excavated at a distance from each other, and the blade 5 is inserted into the soil from one of the openings 8 so that the fixing portion 3 can be inserted into the soil. A slit 10 is formed in the soil by fixing one end of the flexible strip 2 and moving the driving vehicle 14 from one opening to the other opening. At the same time, a pig 11 having a diameter larger than the thickness of the blade 5 is fixed to the flexible strip 2 and moved from one opening 8 to the other opening 9 to expand the lower portion of the slit 10. Further, the pipe 12 is located at the position expanded by the pig 11.
Is to be inserted. By taking such a process, damage to the ground surface 15 can be minimized, and the pipes can be laid efficiently.

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

【図1】本発明のブレードおよび配管埋設装置の使用状
態を示す説明図であって、配管埋設方法の第1工程を示
す。
FIG. 1 is an explanatory view showing a use state of a blade and a pipe burying device of the present invention, showing a first step of a pipe burying method.

【図2】本発明の配管埋設用のブレードの斜視図。FIG. 2 is a perspective view of a blade for burying piping of the present invention.

【図3】図2の III部拡大図。FIG. 3 is an enlarged view of a part III in FIG. 2;

【図4】本発明の配管埋設方法の第2工程を示す説明
図。
FIG. 4 is an explanatory view showing a second step of the pipe burying method of the present invention.

【図5】同工程におけるピグ11の部分断面図。FIG. 5 is a partial cross-sectional view of the pig 11 in the same step.

【図6】図5のVI−VI矢視断面図。FIG. 6 is a sectional view taken along the line VI-VI in FIG. 5;

【図7】本発明の配管埋設方法の第3工程を示す説明
図。
FIG. 7 is an explanatory view showing a third step of the pipe burying method of the present invention.

【図8】本発明の他のブレードの側面図。FIG. 8 is a side view of another blade of the present invention.

【図9】図8のIX部拡大図。FIG. 9 is an enlarged view of a portion IX in FIG. 8;

【符号の説明】[Explanation of symbols]

1 カッター部 1a 超硬チップ 2 可撓性条材 2a 接続金具 3 止着部 4 振動装置 4a 挟持部 5 ブレード 6 支持枠 6a ガイドローラ 6b 案内輪 6c 偏平管ガイド 8,9 開口 10 スリット 11 ピグ 11a 係止環 11b 案内翼 12 配管 12a 管継手 13 アーム 13a 吊り具 14 駆動車両 15 地表面 16 滑車 17 拡大貫通部 DESCRIPTION OF SYMBOLS 1 Cutter part 1a Carbide tip 2 Flexible strip 2a Connection metal fitting 3 Fixing part 4 Vibration device 4a Nipping part 5 Blade 6 Support frame 6a Guide roller 6b Guide wheel 6c Flat tube guide 8, 9 Opening 10 Slit 11 Pig 11a Locking ring 11b Guide wing 12 Piping 12a Fitting 13 Arm 13a Suspension device 14 Drive vehicle 15 Ground surface 16 Pulley 17 Enlarged penetration

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 幅方向の一側がカッター部1を構成し、
下部にピグ挿通用の可撓性条材2が止着される止着部3
が設けられ、上部が振動装置4に接続される平板状の配
管埋設用のブレード5。
1. One side in the width direction constitutes a cutter unit 1,
A fixing portion 3 to which a flexible strip 2 for inserting a pig is fixed at a lower portion.
And a blade 5 for burying a flat plate having an upper portion connected to the vibration device 4.
【請求項2】 請求項1における前記ブレード5の上部
が支持枠6に上下動自在に保持され、前記ブレード5の
前記カッター部1の前縁が下方に向かって次第に後退す
る階段状に形成され、前記止着部3にワイヤー係止孔が
設けられ、前記支持枠6が駆動車両14に接続されてその
車両と共に移動するように構成され且つ、その駆動車両
14に保持される前記振動装置4の下端が前記ブレード5
に接続された配管埋設装置。
2. An upper portion of the blade 5 according to claim 1 is held by a support frame 6 so as to be vertically movable, and a front edge of the cutter portion 1 of the blade 5 is formed in a stepped shape that gradually retreats downward. The fastening portion 3 is provided with a wire locking hole, and the support frame 6 is connected to a driving vehicle 14 so as to move with the vehicle.
The lower end of the vibrating device 4 held by the
Pipe burial equipment connected to
【請求項3】 互いに離間して一対の開口8,9を掘削
し、一方の前記開口8から請求項2の前記配管埋設装置
の前記ブレード5を土中に挿入し、前記止着部3に前記
可撓性条材2の一端を止着して、前記駆動車両14を一方
の前記開口8から他方の前記開口9まで移動して土中に
スリット10を形成する工程と、 前記可撓性条材2に前記ブレード5の厚みより直径が大
きいピグ11を止着して一方の前記開口8から他方の前記
開口9まで移動して前記スリット10の下部を拡開する工
程と、 前記ピグ11により拡開された位置に配管12を挿入する工
程と、を具備する配管埋設方法。
3. A pair of openings 8 and 9 are excavated while being separated from each other, and the blade 5 of the pipe burying device according to claim 2 is inserted into soil from one of the openings 8 so as to be inserted into the fastening portion 3. Fixing one end of the flexible strip 2 and moving the driving vehicle 14 from the one opening 8 to the other opening 9 to form a slit 10 in the soil; A step of fastening a pig 11 having a diameter larger than the thickness of the blade 5 to the strip 2 and moving it from one opening 8 to the other opening 9 to expand the lower portion of the slit 10; Inserting the pipe 12 into the position expanded by the method.
JP17564296A 1996-06-14 1996-06-14 Piping burying method and pipe burying device using a drive vehicle with an arm having a suspension Expired - Lifetime JP3743922B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17564296A JP3743922B2 (en) 1996-06-14 1996-06-14 Piping burying method and pipe burying device using a drive vehicle with an arm having a suspension

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17564296A JP3743922B2 (en) 1996-06-14 1996-06-14 Piping burying method and pipe burying device using a drive vehicle with an arm having a suspension

Publications (2)

Publication Number Publication Date
JPH102453A true JPH102453A (en) 1998-01-06
JP3743922B2 JP3743922B2 (en) 2006-02-08

Family

ID=15999663

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17564296A Expired - Lifetime JP3743922B2 (en) 1996-06-14 1996-06-14 Piping burying method and pipe burying device using a drive vehicle with an arm having a suspension

Country Status (1)

Country Link
JP (1) JP3743922B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN121345137A (en) * 2025-12-16 2026-01-16 中国水电建设集团十五工程局有限公司 Self-propelled rigid filler temperature stress joint cutting and sand filling integrated machine

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN121345137A (en) * 2025-12-16 2026-01-16 中国水电建设集团十五工程局有限公司 Self-propelled rigid filler temperature stress joint cutting and sand filling integrated machine

Also Published As

Publication number Publication date
JP3743922B2 (en) 2006-02-08

Similar Documents

Publication Publication Date Title
JPH08246512A (en) Water leak detector
JPH10292881A (en) Pipe replacement method and equipment
CN115992519A (en) Excavation method and excavation device for hard rock layer of foundation pit
JP3743922B2 (en) Piping burying method and pipe burying device using a drive vehicle with an arm having a suspension
US3563045A (en) Pipe and tubing trench digger
US6814161B1 (en) Stakedown assembly for a horizontal directional drill
US6238140B1 (en) Method for laying tile or pipe underground
JP3845788B2 (en) Tubing body drawing device and drawing method
JPH09302654A (en) Construction method and equipment for steel pipe sheet pile
JPH07247785A (en) Tunnel excavation method
JPH10140568A (en) Burial method for burying steel pipe piles and drilling casing for burying steel pipe piles
JPH0771653A (en) Pipe burying method
JPH0711873A (en) Burying method of pipe
JPH0574647B2 (en)
JPH07139662A (en) Laying method of underground buried pipe
JPH0742877A (en) Method for embedding pipe
JPH0735265A (en) Pipe burying/connecting method
JPH0765451B2 (en) Buried material construction method under the surface structure
JP2875338B2 (en) Excavation method by screw auger and its equipment
JPH10331570A (en) Pipe roof method
JPH0694770B2 (en) Excavation device for manhole holes in soft ground and excavation method using the device
JPH0921131A (en) Construction of continuous underground hole
JPS6175198A (en) Propelling of small caliber machine
JPH0783356A (en) Burying method for pipe
JP2001254590A (en) Pipe pusher

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20050714

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20050802

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20051003

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20051108

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20051109

R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111202

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111202

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20141202

Year of fee payment: 9

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

EXPY Cancellation because of completion of term