JP3421793B2 - Propulsion device and propulsion method - Google Patents

Propulsion device and propulsion method

Info

Publication number
JP3421793B2
JP3421793B2 JP34915793A JP34915793A JP3421793B2 JP 3421793 B2 JP3421793 B2 JP 3421793B2 JP 34915793 A JP34915793 A JP 34915793A JP 34915793 A JP34915793 A JP 34915793A JP 3421793 B2 JP3421793 B2 JP 3421793B2
Authority
JP
Japan
Prior art keywords
pipe
propulsion
excavator
blade
tube
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 - Fee Related
Application number
JP34915793A
Other languages
Japanese (ja)
Other versions
JPH07198066A (en
Inventor
克己 渕元
中島  隆
一男 小林
照幸 松元
安弘 松尾
聡 古屋
聡 向井
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.)
JFE Engineering Corp
Osaka Gas Co Ltd
Original Assignee
JFE Engineering Corp
Osaka Gas 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 JFE Engineering Corp, Osaka Gas Co Ltd filed Critical JFE Engineering Corp
Priority to JP34915793A priority Critical patent/JP3421793B2/en
Publication of JPH07198066A publication Critical patent/JPH07198066A/en
Application granted granted Critical
Publication of JP3421793B2 publication Critical patent/JP3421793B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、水道管,ガス管,石
油管等の管埋設に使用する推進装置及び推進工法に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a propulsion device and a propulsion method used for burying water pipes, gas pipes, petroleum pipes and the like.

【0002】[0002]

【従来の技術】例えばガス管等を地中に布設するにあた
り、近年交通事情や工事公害などの点から開削工法が困
難になってきている。このため鞘管内に本管を引き込む
工法や、推進鋼管を使用した直押し工法が採用されてい
る。
2. Description of the Related Art For example, when laying a gas pipe in the ground, the cutting method has become difficult in recent years due to traffic conditions and construction pollution. For this reason, the method of pulling the main tube into the sheath tube and the method of direct pressing using a propelling steel tube are adopted.

【0003】鞘管内に本管を引込む工法は、発進立坑と
到達立坑の間に鋼管やヒュ−ム管等の鞘管を推進させ、
この鞘管内に本管を発進立坑で順次溶接により接続しな
がら引き込む工法である。
In the method of drawing the main pipe into the sheath pipe, a sheath pipe such as a steel pipe or a Hume pipe is propelled between the starting shaft and the reaching shaft,
It is a construction method in which the main pipe is drawn into the sheath pipe while being sequentially connected by welding at the starting shaft.

【0004】また、鋼管の直押し工法に使用する例えば
日本水道鋼管協会の水道用推進鋼管は、本管と外装管の
2重鋼管からなり、本管と外装管との間にモルタルを充
填したものである。この本管に推進力を加えて本管と外
装管を同時に推進している。
Further, for example, the water-propelled steel pipe of the Japan Waterworks Steel Pipe Association used for the direct pressing method of steel pipe is composed of a double steel pipe of a main pipe and an outer pipe, and mortar is filled between the main pipe and the outer pipe. It is a thing. Propulsive force is applied to this main pipe to propel the main pipe and the exterior pipe at the same time.

【0005】上記いずれの工法においても長距離を施工
する場合には、管体の途中に複数の中押し装置を設け、
中押し装置で刃口と先端部の管体全体を推進して、元押
し推進力を中押し装置で分割して推進する中押し工法が
採用されている。
In any of the above construction methods, when constructing a long distance, a plurality of middle pushing devices are provided in the middle of the pipe body,
The middle pushing method is adopted in which the whole pushing point and tip end tube body is propelled by the middle pushing device and the original pushing force is divided and propelled by the middle pushing device.

【0006】[0006]

【発明が解決しようとする課題】この中押し工法におい
ては推進管路の途中に中押し装置をセットし、中押し装
置で刃口と中押し装置より先端部の管体全体を推進して
いるから、元押し推進力は軽減されるが、中押し装置の
推進力は推進する管と土の摩擦係数の影響を受け、大き
な推進力を必要とする。このため大型の中押し装置を使
用しなければならず小口径管では作業が困難であり、10
00mm以上の呼び径の鞘管や外装管を必要とするという短
所があった。
In this intermediate pushing method, an intermediate pushing device is set in the middle of the propulsion pipe, and the entire pushing end tube body is propelled from the blade mouth and the intermediate pushing device by the intermediate pushing device. Although the propulsive force is reduced, the propulsive force of the intermediate pushing device is affected by the friction coefficient between the propelling pipe and the soil and requires a large propulsive force. For this reason, it is difficult to work with a small-diameter pipe because it is necessary to use a large center pusher.
It had the disadvantage that it required a sheath tube and a sheath tube with a nominal diameter of 00 mm or more.

【0007】この発明はかかる短所を解決するためにな
されたものであり、小口径管でも長距離推進することが
できる管の推進装置及び推進工法を得ることを目的とす
るものである。
The present invention has been made to solve the above disadvantages, and an object thereof is to obtain a pipe propulsion device and a propulsion method capable of propelling a small-diameter pipe over a long distance.

【0008】[0008]

【課題を解決するための手段】この発明に係る管の推進
装置は、外管と、外管に対して摺動自在に挿入された内
管とを有する管体を推進する推進装置において、発進立
坑に設置され、管体に推進力を加える元押し手段と、掘
進機の後段に連結部材を介して取り付けられた刃口推進
手段とを有し、外管を掘進機側の前段の外管と元押し手
段側の後段の外管に分離し、内管の先端部を刃口推進手
段に固定し、前段の外管の先端部を連結部材の刃口推進
手段取付部の外側に固定し、刃口推進手段により掘進機
に推進力を加えて掘進機を推進し、掘進機と連結部に固
定した前段の外管が一定距離推進した後、元押し手段に
より後段の外管と内管に推進力を加えて一定距離推進す
ることを交互に繰り返すことを特徴とする。
A propulsion device for a pipe according to the present invention is a propulsion device for propelling a tubular body having an outer pipe and an inner pipe slidably inserted into the outer pipe. The outer pipe is installed in the vertical shaft and has a pushing means for applying a propulsive force to the pipe body and a blade propulsion means attached to the rear stage of the excavator via a connecting member. And the outer tube at the rear stage of the original pushing means, the tip of the inner tube is fixed to the blade propulsion means, and the tip of the outer tube at the front stage is fixed to the outside of the blade propulsion means attachment part of the connecting member. , After the outer pipe of the former stage fixed to the excavator and the connecting portion is propelled for a certain distance by propelling the excavator with a propulsion force by the blade propulsion means, the outer pipe and inner pipe of the latter stage are pushed by the original pushing means. It is characterized in that the propulsive force is applied to and is propelled by a certain distance alternately.

【0009】この発明に係る推進工法は、外管と、外管
に対して摺動自在に挿入された内管とを有する管体を推
進する推進工法において、外管を掘進機側の前段の外管
と元押し手段側の後段の外管に分離し、内管の先端部を
掘進機の後段に連結部材を介して取り付けられた刃口推
進手段に固定し、前段の外管の先端部を連結部材の刃口
推進手段取付部の外側に固定し、刃口推進手段により掘
進機に推進力を加えて掘進機を推進し、掘進機と連結部
に固定した前段の外管が一定距離推進した後、発進立坑
に設置された元押し手段により後段の外管と内管に推進
力を加えて一定距離推進することを交互に繰り返すこと
を特徴とする。
The propulsion method according to the present invention is a propulsion method for propelling a tubular body having an outer pipe and an inner pipe slidably inserted into the outer pipe, wherein the outer pipe is provided at the front stage on the excavator side. Separate the outer tube and the rear outer tube on the side of the original pushing means, and fix the tip of the inner tube to the blade opening propulsion means attached to the rear stage of the excavator through the connecting member, and the tip of the outer tube at the front stage. Is fixed to the outside of the blade edge propulsion means attachment part of the connecting member, and the blade propulsion means applies propulsive force to the excavator to propel the excavator, and the outer tube of the preceding stage fixed to the excavator and the joint part is at a fixed distance. After propelling, it is characterized by alternately repeating propulsion for a certain distance by applying a propulsive force to the outer pipe and the inner pipe in the subsequent stage by the original pushing means installed in the starting shaft.

【0010】[0010]

【作用】この発明においては、刃口推進手段と元押し手
段を交互に作動させて、掘進機と管体を一定距離ずつ推
進する。刃口推進手段は掘進機を一定距離ずつ推進させ
るから、比較的小さな推進力で推進することができる。
また、掘進機を推進する刃口推進手段を掘進機の後段に
設置し、管体の中間部に中押し装置を設置せずに掘進機
と管体を推進する。
In the present invention, the blade propulsion means and the original pushing means are alternately operated to propel the excavator and the pipe body by a predetermined distance. Since the blade tip propulsion means propels the excavator at regular intervals, it can be propelled with a relatively small propulsion force.
Further, a blade edge propulsion means for propelling the excavator is installed in the latter stage of the excavator, and the excavator and the tubular body are propelled without installing an intermediate pushing device in the middle portion of the tubular body.

【0011】[0011]

【実施例】図1はこの発明の一実施例を示す断面図であ
る。図1に示すように推進装置1は元押しジャッキ2と
刃口推進ジャッキ3とを有する。元押しジャッキ2は発
進立坑4に設置され、元押し油圧ポンプ5から送られる
油圧により管体6に推進力を加える。刃口推進ジャッキ
3は掘進機8の後段に連結され、刃口推進油圧ポンプ7
から送られる油圧により掘進機8に推進力を加える。
1 is a sectional view showing an embodiment of the present invention. As shown in FIG. 1, the propulsion device 1 has a source push jack 2 and a blade edge propulsion jack 3. The source push jack 2 is installed in the starting shaft 4 and applies propulsive force to the pipe body 6 by the hydraulic pressure sent from the source push hydraulic pump 5. The blade propulsion jack 3 is connected to the rear stage of the excavator 8, and the blade propulsion hydraulic pump 7 is connected.
Propulsive force is applied to the excavator 8 by the hydraulic pressure sent from the machine.

【0012】この推進装置1で推進する管体6は、図2
の断面図に示すように外管10と、外管10と同じ長さ
の内管11とを有する2重鋼管からなる。内管11の外
周面には複数の摺動部材12が取り付けられ、外管10
に対して摺動自在に挿入されている。
The tubular body 6 propelled by the propulsion device 1 is shown in FIG.
As shown in the cross-sectional view of FIG. 1, it is composed of a double steel pipe having an outer pipe 10 and an inner pipe 11 having the same length as the outer pipe 10. A plurality of sliding members 12 are attached to the outer peripheral surface of the inner pipe 11,
It is slidably inserted into.

【0013】上記のように構成された管体6を布設する
ときは、まず図3の管体先端部の断面図に示すように、
発進立坑4で掘進機8に連結部材13を介して刃口推進
ジャッキ3を取付ける。この刃口推進ジャッキ3に内管
11の先端部を固定し、外管10の先端部を連結部材1
3の刃口推進ジャッキ3の外部に固定する。次ぎに元押
しジャッキ2で管体1に推進力を加えて掘進機8を推進
する。外管10の長さLに相当する長さだけ推進した
後、後段の外管10と内管11を接合してから、再び管
体6に推進力を加えて掘進機8を推進する。この推進と
接合を順次繰り返す。
When the tubular body 6 constructed as described above is laid, first, as shown in the sectional view of the distal end portion of the tubular body in FIG.
At the starting shaft 4, the blade propulsion jack 3 is attached to the excavator 8 via the connecting member 13. The tip portion of the inner pipe 11 is fixed to the blade opening jack 3 and the tip portion of the outer pipe 10 is connected to the connecting member 1.
3 is fixed to the outside of the blade edge propulsion jack 3. Next, the thruster 2 applies a propulsive force to the pipe body 1 to propel the excavator 8. After propelling for a length corresponding to the length L of the outer pipe 10, the outer pipe 10 and the inner pipe 11 at the latter stage are joined, and then the propulsion force is applied to the pipe body 6 again to propel the excavator 8. This propulsion and joining are repeated sequentially.

【0014】この外管10と内管11を有する管体6を
元押しジャッキ2と刃口推進ジャッキ3を使用して長距
離布設するときには、管体6の先端部又は途中に連結管
14を設けて、管体6の外管10を分離する。連結管1
4は、図4の断面図に示すように、内管11aは外管1
0の長さLより一定長さL1だけ長く形成され、外周面
には複数の摺動部材12が取り付けられ、外管10に対
して摺動自在に挿入されている。外管10の先端部の内
面にはシ−ル管15が接合されている。シ−ル管15は
外管10の端部から長さL2だけ突出し、先端外周面に
は、連結する外管10の内周面に係合するゴム等から形
成されたリング状のシ−ル部16を有する。このシ−ル
管15の外管10から突出した長さL2は内管11aと
外管10の長さの差L1より長くなっている。この連結
管14を使用する場合は、図5に示すように発進立坑4
に吊り降ろした連結管14の外管10を後退させてか
ら、前段の内管11に連結管14の内管11aを溶接す
る。その後、連結管14の外管10を前進させて前段の
外管10に突き当てて連結部を形成する。
When the pipe body 6 having the outer pipe 10 and the inner pipe 11 is installed for a long distance by using the original push jack 2 and the blade tip propulsion jack 3, the connecting pipe 14 is provided at the tip end portion or the middle of the pipe body 6. The outer tube 10 of the tubular body 6 is separated by providing it. Connection pipe 1
4, the inner pipe 11a is the outer pipe 1 as shown in the sectional view of FIG.
It is formed to be longer than the length L of 0 by a fixed length L 1 , and a plurality of sliding members 12 are attached to the outer peripheral surface thereof and slidably inserted into the outer tube 10. A seal pipe 15 is joined to the inner surface of the tip of the outer pipe 10. The seal pipe 15 protrudes from the end portion of the outer pipe 10 by a length L 2 , and has a ring-shaped seal formed on the outer peripheral surface of the tip thereof from rubber or the like that engages with the inner peripheral surface of the outer pipe 10 to be connected. It has a rule part 16. The length L 2 of the seal pipe 15 protruding from the outer pipe 10 is longer than the length difference L 1 between the inner pipe 11 a and the outer pipe 10. When using this connecting pipe 14, as shown in FIG.
After the outer pipe 10 of the connecting pipe 14 that has been suspended is retracted, the inner pipe 11a of the connecting pipe 14 is welded to the inner pipe 11 of the previous stage. After that, the outer pipe 10 of the connecting pipe 14 is advanced to abut against the outer pipe 10 of the previous stage to form a connecting portion.

【0015】この連結管14を使用して管体6を長距離
布設するときの動作を、図6の工程図を参照して説明す
る。
The operation when the pipe body 6 is laid for a long distance by using the connecting pipe 14 will be described with reference to the process chart of FIG.

【0016】図6(a)に示すように、管体6の外管1
0と内管11の後端部を元押しジャッキ2で押えた状態
で刃口推進ジャッキ3で掘進機8に推進力を加える。こ
の刃口推進ジャッキ3の推進力により、図6(b)に示
すように連結管14より先端の外管10が掘進機8とと
もに所定距離L3だけ推進する。この先端の外管10の
前進により連結管14の外管10と前段の外管10との
間に間隙が生じるが、この間隙はシ−ル管15でシ−ル
されているから、推進中に外管10と内管11の間に水
や土砂が入ることを防ぐことができる。
As shown in FIG. 6A, the outer tube 1 of the tube body 6
0 and the rear end of the inner pipe 11 are pushed by the original push jack 2 and the propulsion force is applied to the excavator 8 by the blade propulsion jack 3. The propulsive force of the blade propulsion jack 3 propels the outer pipe 10 at the tip of the connecting pipe 14 together with the excavator 8 by a predetermined distance L 3 as shown in FIG. 6B. Due to the forward movement of the outer pipe 10 at the tip, a gap is created between the outer pipe 10 of the connecting pipe 14 and the outer pipe 10 at the preceding stage. Since this gap is sealed by the seal pipe 15, it is being propelled. It is possible to prevent water or earth and sand from entering between the outer pipe 10 and the inner pipe 11.

【0017】刃口推進ジャッキ3で所定距離L3だけ推
進した後、図6(c)に示すように、刃口推進ジャッキ
3を引き込めながら元押しジャッキ2で推進力を加え、
内管11と連結管14より後端の外管10を推進する。
その後、推進した管体6の後段に内管11と外管10を
接合し、上記工程を繰り返して管体6を順次推進する。
この推進工程で刃口推進ジャッキ3は連結管14より先
端の外管10と掘進機8のみを推進するから、比較的小
型の刃口推進ジャッキ3で推進することができ、小口径
管でも長距離の施工を簡単に行なうことができる。
After propelling the blade edge propulsion jack 3 by a predetermined distance L 3 , as shown in FIG. 6 (c), while pushing in the blade edge propulsion jack 3, a thrust force is applied by the original push jack 2,
The outer pipe 10 at the rear end is propelled from the inner pipe 11 and the connecting pipe 14.
After that, the inner tube 11 and the outer tube 10 are joined to the subsequent stage of the propelled tubular body 6, and the above steps are repeated to sequentially propel the tubular body 6.
In this propulsion step, the blade propulsion jack 3 propels only the outer pipe 10 and the excavator 8 at the tip of the connecting pipe 14, so that it can be propelled by the relatively small blade propulsion jack 3, and even a small diameter pipe can be long. Distance construction can be performed easily.

【0018】このよう刃口推進ジャッキ3と元押しジャ
ッキ2を交互に作動して掘進機8に装着した前段の外管
10と、内管11及び連結管14より後段の外管10と
を交互に推進することにより、比較的小さな推進力で管
体6を推進することができる。また、連結管14以外に
管体6の途中に中押し装置を設ける必要がないから、10
00mm以下の小口径管でも長距離の施工を簡単に行なうこ
とができる。
The outer pipe 10 at the front stage mounted on the excavator 8 by alternately operating the blade propulsion jack 3 and the source push jack 2 and the outer pipe 10 at the stage subsequent to the inner pipe 11 and the connecting pipe 14 are alternately arranged. By propelling the tubular body 6, the tubular body 6 can be propelled with a relatively small propulsive force. Moreover, since it is not necessary to provide an intermediate pushing device in the middle of the pipe body 6 other than the connecting pipe 14,
Even small diameter pipes of 00 mm or less can be easily installed over long distances.

【0019】なお、上記実施例では連結管14の内管1
1aを外管10より一定長さだけ長くした場合について
説明したが、内管11aを外管10と同じ長さにして
も、刃口推進ジャッキ3と元押しジャッキ2で掘進機8
と管体6に交互に推進力を加えることもできる。
In the above embodiment, the inner pipe 1 of the connecting pipe 14 is
Although the case where 1a is made longer than the outer pipe 10 by a certain length has been described, even if the inner pipe 11a has the same length as the outer pipe 10, the excavator 8 with the blade propulsion jack 3 and the original push jack 2 is used.
Propulsive force can be applied to the pipe body 6 and the pipe body 6 alternately.

【0020】[0020]

【発明の効果】この発明は以上説明したように、刃口推
進手段を掘進機の後段に設置し、推進する管体の中間に
は中押し手段を設置しないで掘進機と管体を推進するよ
うにしたから、小口径の管体を使用して長距離の施工を
簡単に行なうことができ、小口径の管体を布設するとき
の施工効率を高めることができる。
As described above, according to the present invention, the blade tip propulsion means is installed in the latter stage of the excavator, and the excavator and the pipe body are propelled without installing the intermediate pushing means in the middle of the propelling pipe body. Therefore, it is possible to easily carry out long-distance construction using a small-diameter pipe body, and it is possible to enhance the construction efficiency when laying a small-diameter pipe body.

【0021】また、刃口推進手段と元押し手段を交互に
作動させて、掘進機と管体を一定距離ずつ推進するか
ら、比較的小さな推進力で管体を推進することができ、
推進装置を小型化することができる。
Further, the blade propulsion means and the original pushing means are alternately operated to propel the excavator and the pipe body by a constant distance, so that the pipe body can be propelled with a relatively small propulsion force.
The propulsion device can be downsized.

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

【図1】この発明の実施例を示す断面図である。FIG. 1 is a sectional view showing an embodiment of the present invention.

【図2】管体を示す断面図である。FIG. 2 is a sectional view showing a tubular body.

【図3】管体の先端部を示す断面図である。FIG. 3 is a cross-sectional view showing a tip portion of a tubular body.

【図4】連結管を示す断面図である。FIG. 4 is a cross-sectional view showing a connecting pipe.

【図5】管体の連結工程を示す断面図である。FIG. 5 is a cross-sectional view showing a process of connecting pipes.

【図6】上記実施例の動作を示す工程図である。FIG. 6 is a process chart showing the operation of the above embodiment.

【符号の説明】[Explanation of symbols]

1 推進装置 2 元押しジャッキ 3 刃口推進ジャッキ 4 発進立坑 6 管体 8 掘進機 10 外管 11 内管 14 連結管 1 propulsion device 2 original push jack 3 blade promotion jack 4 starting shaft 6 tube 8 excavator 10 outer tube 11 inner tube 14 Connection pipe

───────────────────────────────────────────────────── フロントページの続き (72)発明者 中島 隆 東京都千代田区丸の内一丁目1番2号 日本鋼管株式会社内 (72)発明者 小林 一男 東京都千代田区丸の内一丁目1番2号 日本鋼管株式会社内 (72)発明者 松元 照幸 東京都千代田区丸の内一丁目1番2号 日本鋼管株式会社内 (72)発明者 松尾 安弘 神奈川県厚木市下津古久122−6 (72)発明者 古屋 聡 神奈川県平塚市南豊田391−3 ハッピ −シャト−201号 (72)発明者 向井 聡 大阪府茨木市西福井二丁目12−5 (56)参考文献 実開 昭60−151993(JP,U) (58)調査した分野(Int.Cl.7,DB名) F16L 1/024 E21D 9/06 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Takashi Nakajima 1-2-1, Marunouchi, Chiyoda-ku, Tokyo Nippon Steel Pipe Co., Ltd. (72) Kazuo Kobayashi 1-2-1 Marunouchi, Chiyoda-ku, Tokyo Nippon Steel Pipe Co., Ltd. (72) Inventor Teruyuki Matsumoto 1-2-1, Marunouchi, Chiyoda-ku, Tokyo Japan Steel Pipe Co., Ltd. (72) Inventor Yasuhiro Matsuo 122-6 Shimotsuko, Atsugi, Kanagawa Prefecture (72) Satoshi Furuya Kanagawa Prefecture 391-3 Minami-Toyota, Hiratsuka-shi Happi-Shato-201 (72) Inventor Satoshi Mukai 2-12-5 Nishifukui, Ibaraki-shi, Osaka (56) Bibliography Sho 60-151993 (JP, U) (58) Fields investigated (Int.Cl. 7 , DB name) F16L 1/024 E21D 9/06

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 外管と、外管に対して摺動自在に挿入さ
れた内管とを有する管体を推進する推進装置において、
発進立坑に設置され、管体に推進力を加える元押し手段
と、掘進機の後段に連結部材を介して取り付けられた刃
口推進手段とを有し、外管を掘進機側の前段の外管と元
押し手段側の後段の外管に分離し、内管の先端部を刃口
推進手段に固定し、前段の外管の先端部を連結部材の刃
口推進手段取付部の外側に固定し、刃口推進手段により
掘進機に推進力を加えて掘進機を推進し、掘進機と連結
部に固定した前段の外管が一定距離推進した後、元押し
手段により後段の外管と内管に推進力を加えて一定距離
推進することを交互に繰り返すことを特徴とする推進装
置。
1. A propulsion device for propelling a tubular body having an outer pipe and an inner pipe slidably inserted into the outer pipe,
It has an original pushing means installed on the starting shaft and applying a propulsive force to the pipe body, and a blade mouth propulsion means attached to the rear stage of the excavator via a connecting member. Separate the tube and the outer tube on the rear side of the original pushing means, fix the tip of the inner tube to the blade mouth propulsion means, and fix the tip of the outer tube on the front side to the outside of the blade mouth propulsion means mounting part of the connecting member. Then, the blade propulsion means applies propulsive force to the excavator to propel the excavator, and after the outer tube of the former stage fixed to the excavator and the connecting portion propels for a certain distance, it is pushed into the outer tube of the latter stage by the original pushing means. A propulsion device characterized in that a propulsive force is applied to a pipe to propel it for a certain distance, which is repeated alternately.
【請求項2】 外管と、外管に対して摺動自在に挿入さ
れた内管とを有する管体を推進する推進工法において、
外管を掘進機側の前段の外管と元押し手段側の後段の外
管に分離し、内管の先端部を掘進機の後段に連結部材を
介して取り付けられた刃口推進手段に固定し、前段の外
管の先端部を連結部材の刃口推進手段取付部の外側に固
定し、刃口推進手段により掘進機に推進力を加えて掘進
機を推進し、掘進機と連結部に固定した前段の外管が一
定距離推進した後、発進立坑に設置された元押し手段に
より後段の外管と内管に推進力を加えて一定距離推進す
ることを交互に繰り返すことを特徴とする推進工法。
2. A propulsion method for propelling a tubular body having an outer pipe and an inner pipe slidably inserted into the outer pipe,
The outer pipe is separated into a front outer pipe on the excavator side and a rear outer pipe on the original pushing means side, and the tip of the inner pipe is fixed to the blade propulsion means attached to the rear stage of the excavator via a connecting member. Then, fix the tip of the outer tube at the front stage to the outside of the blade mouth propulsion means attachment part of the connecting member, and apply the propulsive force to the excavator by the blade propulsion means to propel the excavator to the excavator and the connecting part. After propelling a fixed front stage outer tube for a certain distance, it is alternately repeated to apply a propulsive force to the rear stage outer tube and inner tube by a pushing force means installed in the starting shaft to propel it for a certain distance. Propulsion method.
JP34915793A 1993-12-28 1993-12-28 Propulsion device and propulsion method Expired - Fee Related JP3421793B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34915793A JP3421793B2 (en) 1993-12-28 1993-12-28 Propulsion device and propulsion method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34915793A JP3421793B2 (en) 1993-12-28 1993-12-28 Propulsion device and propulsion method

Publications (2)

Publication Number Publication Date
JPH07198066A JPH07198066A (en) 1995-08-01
JP3421793B2 true JP3421793B2 (en) 2003-06-30

Family

ID=18401861

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34915793A Expired - Fee Related JP3421793B2 (en) 1993-12-28 1993-12-28 Propulsion device and propulsion method

Country Status (1)

Country Link
JP (1) JP3421793B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106869165A (en) * 2017-02-20 2017-06-20 曾庆如 City integrated prefabricated piping lane open cut formula is from construction of prevention work method and self-propelled laydown machine
CN112594445B (en) * 2020-12-31 2022-10-21 山西六建集团有限公司 Branch section reservation and recanalization construction method for long-distance continuous pipe jacking

Also Published As

Publication number Publication date
JPH07198066A (en) 1995-08-01

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