JPH06257386A - Injection method for unguent in propulsion method for double tube - Google Patents

Injection method for unguent in propulsion method for double tube

Info

Publication number
JPH06257386A
JPH06257386A JP5065945A JP6594593A JPH06257386A JP H06257386 A JPH06257386 A JP H06257386A JP 5065945 A JP5065945 A JP 5065945A JP 6594593 A JP6594593 A JP 6594593A JP H06257386 A JPH06257386 A JP H06257386A
Authority
JP
Japan
Prior art keywords
pipe
double
lubricant
double pipe
supply
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
JP5065945A
Other languages
Japanese (ja)
Other versions
JP2937682B2 (en
Inventor
Mitsutoshi Hayashi
光俊 林
Akitaka Fujita
明孝 藤田
Shingo Nagashima
伸吾 長島
Makoto Iyama
誠 楮山
Hideki Uno
秀樹 宇野
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.)
Tokyo Gas Co Ltd
Iseki Poly Tech Inc
Original Assignee
Tokyo Gas Co Ltd
Iseki Poly Tech Inc
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 Tokyo Gas Co Ltd, Iseki Poly Tech Inc filed Critical Tokyo Gas Co Ltd
Priority to JP5065945A priority Critical patent/JP2937682B2/en
Priority to US08/196,443 priority patent/US5484232A/en
Priority to KR1019940003085A priority patent/KR100229397B1/en
Priority to DE69406156T priority patent/DE69406156T2/en
Priority to EP94301339A priority patent/EP0613992B1/en
Publication of JPH06257386A publication Critical patent/JPH06257386A/en
Application granted granted Critical
Publication of JP2937682B2 publication Critical patent/JP2937682B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE:To facilitate an injection work of unguent between the outer circumferential face of a double tube and natural ground while propelling the double tube consisting of an inner tube and an outer tube. CONSTITUTION:A duct B laid by propelling a double tube A is previously divided into a plurality of sections having predetermined length. When an excavator 11 following the double tube A is propelled, a tube 3 provided in the double tube A is selected according to the section in response to the tube A and connected to the tube A, and the selected tube 3 and an unguent force feed pump 14 are connected together through a hose 13. Consequently, in the case of the double tube A in response to the section set close to a starting shaft (n) pieces of the tube 3 are connected to the pump 14. Accompanying propulsion of the double tube A, the pump 14 is driven, and the unguent is injected from all the tubes 3 connected to the pump 14. Hereby, it is unnecessary that an unguent injection member is moved in the double tube A so as to infect the unguent, and hence the work is facilitated.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は内管と外管とからなる二
重管を推進して発進立坑から到着立坑の間に管路を敷設
する際に二重管の外周面と地山の間に滑材を注入する注
入方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention promotes a double pipe consisting of an inner pipe and an outer pipe to lay a pipeline between a starting shaft and an arriving shaft. The present invention relates to an injection method for injecting a lubricant.

【0002】[0002]

【従来の技術】下水道管路や上水道管路を敷設するに際
し、先頭に掘削機を配設し、この掘削機の後端にヒュー
ム管や鉄管等の管を連続させて元押装置によって推進す
る推進工法が採用されている。この工法では、掘削機の
外周と地山との間及び管の外周と地山との間に発生する
摩擦抵抗を低減させるために、掘削機及び管と地山との
間に滑材を注入することが行われている。
2. Description of the Related Art When laying a sewer pipe or a water pipe, an excavator is installed at the beginning, and a pipe such as a fume pipe or an iron pipe is continuous at the rear end of the excavator and is propelled by an extruding device. The propulsion method is adopted. In this method, in order to reduce the frictional resistance generated between the outer circumference of the excavator and the ground and between the outer circumference of the pipe and the ground, a lubricant is injected between the excavator and the pipe and the ground. Is being done.

【0003】上記工法を実施する掘削機及び管の所定位
置には複数の孔が形成されている。前記孔は地上に設置
された滑材供給装置と滑材供給ホースによって接続さ
れ、管を推進する際には、滑材供給ホース,掘削機或い
は管の孔を介して滑材が管と地山の間に注入されて摩擦
抵抗を低減させる。
A plurality of holes are formed at predetermined positions of the excavator and the pipe for carrying out the above construction method. The hole is connected to a lubricant supply device installed on the ground by a lubricant supply hose, and when propelling the pipe, the lubricant is supplied to the ground through the lubricant supply hose, the excavator or the hole of the pipe. Is injected during to reduce frictional resistance.

【0004】一方、推進工法を採用して都市ガス,天然
ガス等のガスを供給する管を地中に敷設することがあ
る。この場合、予めガスの供給管の外径よりも充分に大
きい内径を有するヒューム管からなる管路を敷設し、こ
の管路の内部にガスを供給する管路を構築するのが一般
である。然し、この工法では、ヒューム管を敷設する工
程とガスを供給する管路を構築する工程を別個に実施す
ることが必要であり、工期が掛り、従って、敷設コスト
が上昇するという問題がある。
On the other hand, a pipe for supplying gas such as city gas and natural gas may be laid in the ground by adopting the propulsion method. In this case, it is general to previously lay a conduit consisting of a fume tube having an inner diameter sufficiently larger than the outer diameter of the gas supply pipe, and construct a conduit for supplying gas into the inside of this conduit. However, in this construction method, it is necessary to separately perform the step of laying the fume pipe and the step of constructing the gas supply pipe, which requires a construction period and therefore raises a problem that the laying cost is increased.

【0005】本件発明者等は上記問題を解決した工法を
開発した。この工法では、ガスの供給管となる内管に外
管を嵌挿した二重管を掘削機に後続させて元押装置によ
って推進することで、一度にガスの供給管路を敷設する
ことが出来る。
The present inventors have developed a method for solving the above problems. In this construction method, a double pipe in which an outer pipe is inserted into an inner pipe that serves as a gas supply pipe is followed by an excavator and propelled by an extruding device, so that a gas supply pipe line can be laid at once. I can.

【0006】[0006]

【発明が解決しようとする課題】一般に、先頭に掘削機
を配設すると共に該掘削機にヒューム管や鋼管等の管を
後続させて元押装置によって推力を付与して推進する工
法では、管の外周面と地山との間に作用する摩擦によっ
て抵抗が生じるため、管の外周面と地山の間に形成され
た間隙に滑材を注入して摩擦抵抗を軽減させつつ推進し
ている。
Generally, in a construction method in which an excavator is arranged at the head and a pipe such as a fume pipe or a steel pipe is followed by the excavator and a thrust is applied by an extruding device to propel the pipe. Because friction occurs between the outer peripheral surface of the pipe and the ground, a lubricant is injected into the gap formed between the outer peripheral surface of the pipe and the ground to promote friction while reducing the frictional resistance. .

【0007】上記間隙に注入された滑材は土砂や地下水
との混合によって効力が減退する。即ち、敷設すべき管
路が長い場合、先頭の掘削機或いは管からのみ滑材を注
入したのでは、該滑材の注入部位から後方に一定距離以
上離隔した部位では滑材の効力が減退して摩擦が増大す
るという問題がある。
The lubricant injected into the above-mentioned gap has a reduced effect when mixed with earth and sand or groundwater. That is, when the pipeline to be laid is long, if the lubricant is injected only from the leading excavator or pipe, the effect of the lubricant will be reduced at the site separated from the injection site of the lubricant by a certain distance behind. There is a problem that friction increases.

【0008】このため上記工法では、管路の敷設中には
内管と外管の間に形成した通孔に滑材注入部材を挿通し
て所望の位置で外管と地山の間に滑材を注入している。
即ち、先頭に配置した掘削機にウインチを設け、このウ
インチに巻き付けたワイヤを予め推進すべき二重管の通
孔内に挿通して滑材注入部材に接続すると共にウインチ
を作動させてワイヤの巻き取り,巻き戻すことで滑材注
入部材を通孔内に挿通させて所望の方向に移動させ、滑
材供給装置から供給された滑材を二重管の外周面と地山
の間に注入している。
Therefore, in the above-mentioned construction method, during the laying of the pipeline, the lubricant injection member is inserted into the through hole formed between the inner pipe and the outer pipe so that the sliding member is slid at a desired position between the outer pipe and the ground. The material is being injected.
That is, a winch is provided in the excavator arranged at the head, and the wire wound around the winch is inserted into the through hole of the double pipe to be propelled in advance to connect to the lubricant injection member and the winch is operated to operate the wire. By winding and rewinding, the lubricant injection member is inserted into the through hole and moved in the desired direction, and the lubricant supplied from the lubricant supply device is injected between the outer peripheral surface of the double pipe and the ground. is doing.

【0009】上記の如く、通孔内に挿通したワイヤに滑
材注入部材を接続して二重管の推進中に該注入部材を介
して滑材を注入するのでは、1本の二重管を推進する毎
に、既に推進された二重管に挿入されている滑材注入部
材を引き出してワイヤから取り外す作業を行い、更に、
既に推進された二重管に新たな二重管を接続する際の通
孔の接続作業が終了した後、再度ワイヤに滑材注入部材
を接続して通孔内に挿通すると共に所定位置まで移動さ
せる作業を行うことが必要となる。このため、二重管の
推進中に滑材を注入する作業が煩雑となるという問題が
ある。
As described above, when the lubricant injection member is connected to the wire inserted in the through hole and the lubricant is injected through the injection member while the double pipe is propelled, one double pipe is used. Each time, the lubricant injection member inserted in the already promoted double pipe is pulled out and removed from the wire.
After connecting the through hole when connecting the new double tube to the already promoted double tube, connect the lubricant injection member to the wire again and insert it into the through hole and move to the specified position. It is necessary to carry out the work. Therefore, there is a problem that the work of injecting the lubricant during the propulsion of the double pipe becomes complicated.

【0010】本発明の目的は、内管と外管とからなる二
重管を敷設するに際し、二重管の外周面と地山の間に容
易に滑材を注入し得る二重管の推進工法に於ける滑材の
注入方法を提供せんとするものである。
An object of the present invention is to propel a double pipe in which a lubricant can be easily injected between the outer peripheral surface of the double pipe and the ground when laying the double pipe consisting of an inner pipe and an outer pipe. It is intended to provide a method for injecting a lubricant in the construction method.

【0011】[0011]

【課題を解決するための手段】上記課題を解決するため
に本発明に係る代表的な二重管の推進工法に於ける滑材
の注入方法は、先頭に配設した掘削機に内管と外管から
なる二重管を後続させて元押装置によって推進すること
で該二重管を発進立坑から到着立坑に敷設する二重管の
推進工法に於ける滑材の注入方法であって、内管と外管
の間に滑材を供給する供給孔を形成すると共に滑材を外
部に吐出する吐出口を形成した二重管を掘削機に後続さ
せて推進した後、既に推進された二重管の内管に新たな
二重管の内管を溶接して接続し、且つ推進された二重管
の供給孔に新たな二重管の供給孔接続すると共に新たな
二重管の供給孔を滑材供給装置と接続し、その後、元押
装置によって新たな二重管に推力を作用させて推進しつ
つ、滑材供給装置を駆動して供給孔を介して滑材を供給
し、供給された滑材を吐出口から二重管の外周面と地山
の間に注入することを特徴とするものである。
In order to solve the above problems, a typical method for injecting a lubricant in a double pipe propulsion method according to the present invention is to use an inner pipe in an excavator installed at the top. A method of injecting a lubricant in a double-tube propulsion method of laying a double-tube consisting of an outer tube from a starting shaft to an arriving shaft by propelling the double-tube by a former pushing device. After the double pipe with the supply hole for supplying the lubricant between the inner pipe and the outer pipe and the discharge port for discharging the lubricant to the outside was formed following the excavator, New double pipe inner pipe is welded and connected to the heavy pipe inner pipe, and new double pipe feed hole is connected to the propelled double pipe feed hole. Connect the hole to the lubricant supply device, and then push the new double pipe with thrust by the former pusher to propel it, Driven by supplying lubricating material through the supply hole, it is characterized in that injected between the outer peripheral surface and the natural ground of the double pipe the supplied lubricant from the discharge port.

【0012】[0012]

【作用】上記二重管の推進工法に於ける滑材の注入方法
(以下『注入方法』という)によれば、二重管を推進す
る際に該二重管の外周と地山の間に滑材を注入する作業
を容易に行うことが出来る。
According to the method of injecting a lubricant in the above-mentioned double pipe propulsion method (hereinafter referred to as "injection method"), when the double pipe is propelled, it is placed between the outer periphery of the double pipe and the ground. The work of injecting the lubricant can be easily performed.

【0013】即ち、予め二重管の内管と外管の間に滑材
を供給する供給孔と、滑材を二重管の外周と地山の間に
吐出する吐出口とを形成し、該二重管を推進する際に、
前記供給孔を滑材供給装置と接続し、二重管の推進に伴
って滑材供給装置を駆動することで、滑材を供給孔,吐
出口を介して二重管の外周と地山の間に注入することが
出来る。
That is, a supply hole for supplying a lubricant between the inner pipe and the outer pipe of the double pipe and a discharge port for discharging the lubricant between the outer periphery of the double pipe and the ground are formed in advance. When propelling the double pipe,
By connecting the supply hole to a lubricant supply device and driving the lubricant supply device in accordance with the propulsion of the double pipe, the lubricant is supplied to the outer periphery of the double pipe and the ground through the discharge hole and the discharge port. Can be injected in between.

【0014】従って、従来の如く通孔内に滑材注入部材
を挿通して移動させる必要がなく、且つ滑材注入部材を
移動させるワイヤ,ウインチ等が不要となる。このた
め、二重管の推進に伴う滑材の注入作業を容易に行うこ
とが出来る。
Therefore, it is not necessary to insert and move the lubricant injection member into the through hole as in the prior art, and a wire, winch or the like for moving the lubricant injection member is unnecessary. Therefore, it is possible to easily perform the work of injecting the lubricant, which is accompanied by the propulsion of the double pipe.

【0015】[0015]

【実施例】以下、上記注入方法について図を用いて説明
する。図1は敷設すべき管路を所定の長さを有する区間
に分割した状態を説明する図、図2は発進立坑から最も
遠い区間に対応する二重管を推進する状態を説明する
図、図3は前記区間と連続した区間に対応する二重管を
推進する状態を説明する図、図4は更に連続した区間に
対応する二重管を推進する状態を説明する図である。本
発明に係る注入方法は、通常実施されているセミシール
ド工法を採用して内管と外管とからなる二重管を推進す
る際に、容易な作業で確実に二重管と地山との間に滑材
を注入し得るようにしたものである。
EXAMPLES The above injection method will be described below with reference to the drawings. FIG. 1 is a diagram illustrating a state in which a pipeline to be laid is divided into sections having a predetermined length, and FIG. 2 is a diagram illustrating a state in which a double pipe corresponding to a section farthest from a starting shaft is propelled. 3 is a diagram for explaining a state of propelling a double pipe corresponding to a section continuous with the section, and FIG. 4 is a diagram for explaining a state of propelling a double tube corresponding to a further continuous section. The injection method according to the present invention employs a commonly practiced semi-shielding method to propel a double pipe consisting of an inner pipe and an outer pipe, and reliably and easily with the double pipe and the natural ground. A lubricant can be injected between them.

【0016】二重管Aを推進して管路Bを敷設するに際
し、二重管Aの外周面と地山との間隙に注入された滑材
が減摩効力を維持し得る長さは、地山の性質に応じて変
化するものの略一定である。従って、滑材が減摩効力を
維持している間に新たな滑材を注入すれば、常に、二重
管Aの外周面と地山の間に作用する摩擦抵抗を軽減させ
た状態で二重管Aを推進することが可能である。
When propelling the double pipe A and laying the conduit B, the length by which the lubricant injected into the gap between the outer peripheral surface of the double pipe A and the natural ground can maintain the anti-friction effect is: Although it changes according to the nature of the ground, it is almost constant. Therefore, if a new lubricant is injected while the lubricant is maintaining the anti-friction effect, the friction resistance acting between the outer peripheral surface of the double pipe A and the ground is always reduced. It is possible to propel the heavy pipe A.

【0017】即ち、掘削機に接続した先頭の二重管Aか
ら滑材を注入し、この二重管Aに後続する複数の二重管
Aの長さが既に注入された滑材の減摩効力を維持し得る
長さと等しいか或いは短い位置にある二重管Aから新た
に滑材を注入することで、滑材の減摩効力を維持させる
ことが可能である。
That is, the lubricant is injected from the first double pipe A connected to the excavator, and the length of the plurality of double pipes A following this double pipe A is reduced by the lubrication of the lubricant already injected. It is possible to maintain the anti-friction effect of the lubricant by newly injecting the lubricant from the double pipe A at a position equal to or shorter than the length capable of maintaining the effect.

【0018】このため、図1に示すように、発進立坑C
と到着立坑Dの間に設定された敷設すべき管路Bを、滑
材が減摩効力を維持し得る長さと等しいか或いは短い長
さを有し且つ二重管Aの長さの整数倍に等しい長さを持
った複数の区間L1〜Lnに分割する。本実施例では、
区間Lの長さを60mに設定し、このとき1区間を構成す
る二重管Aの数は10本である。
Therefore, as shown in FIG. 1, the starting shaft C
The pipe B to be laid between the shaft and the arrival shaft D has a length equal to or shorter than the length by which the lubricant can maintain the anti-friction effect and is an integral multiple of the length of the double pipe A. It is divided into a plurality of sections L1 to Ln having a length equal to. In this embodiment,
The length of the section L is set to 60 m, and the number of double tubes A constituting one section is 10 at this time.

【0019】二重管Aは内管1と外管2とからなり、こ
れらの管1,2の間に滑材の供給孔となるパイプ3が設
けられている。内管1及び外管2は夫々予め設定された
径を有する鋼管によって構成されている。既に推進され
た二重管Aに新たな二重管Aを接続する場合、内管1は
全周にわたって溶接され、パイプ3はジョイント5を介
して接続される。
The double pipe A comprises an inner pipe 1 and an outer pipe 2, and a pipe 3 serving as a lubricant supply hole is provided between the pipes 1 and 2. The inner pipe 1 and the outer pipe 2 are each made of a steel pipe having a preset diameter. When connecting a new double pipe A to the already propelled double pipe A, the inner pipe 1 is welded over the entire circumference and the pipe 3 is connected via a joint 5.

【0020】外管2の端部には吐出口となる逆止弁4が
設けられている。この逆止弁4はパイプ3と接続されて
該パイプ3を介して供給された滑材を外管2の外部に吐
出して地山との間に形成された間隙に注入すると共に、
前記間隙にある土砂や地下水が二重管Aの内部に浸入す
ることを防止する機能を有するものである。
A check valve 4 serving as a discharge port is provided at the end of the outer tube 2. The check valve 4 is connected to the pipe 3, discharges the lubricant supplied through the pipe 3 to the outside of the outer pipe 2 and injects the lubricant into the gap formed between the ground and the ground.
It has a function of preventing the earth and sand and the groundwater in the gap from entering the inside of the double pipe A.

【0021】上記二重管Aに於いて、パイプ3は予め内
管1と外管2の間の所定位置に固定されている。また予
め二重管Aの製造と同時に設けるべきパイプ3の数は特
に限定するものではない。
In the double pipe A, the pipe 3 is previously fixed at a predetermined position between the inner pipe 1 and the outer pipe 2. Further, the number of pipes 3 to be provided at the same time as the production of the double pipe A is not particularly limited.

【0022】即ち、管路Bに於ける区間Lの数が設定さ
れ且つ二重管Aの長さが設定されたとき、各区間Lを構
成する二重管Aの本数が決定される。従って、発進立坑
から最も遠い区間である区間L1に対応させた二重管A
には1本パイプ3を設け、区間L2に対応させた二重管
Aには2本のパイプ3を設け、同様にして区間Lnに対
応させた二重管Aにはn本のパイプ3を設けて製造し、
管路Bを敷設する際に、各区間Lに対応させた二重管A
を選択しつつ推進することが可能である。
That is, when the number of sections L in the conduit B is set and the length of the double tube A is set, the number of double tubes A constituting each section L is determined. Therefore, the double pipe A corresponding to the section L1 which is the farthest section from the starting shaft
Is provided with one pipe 3, two pipes 3 are provided in the double pipe A corresponding to the section L2, and n pipes 3 are similarly provided in the double pipe A corresponding to the section Ln. Provided and manufactured,
Double pipe A corresponding to each section L when laying the pipeline B
It is possible to promote while selecting.

【0023】また二重管Aに予め管路Bの分割数nに応
じてn本のパイプ3を設けておき、二重管Aを推進する
際に、該二重管Aが対応する区間L(1〜n)に応じて
パイプ3の数を選択して接続するようにしても良い。
Further, n pipes 3 are provided in advance in the double pipe A according to the number n of divisions of the pipeline B, and when the double pipe A is propelled, a section L corresponding to the double pipe A is provided. The number of pipes 3 may be selected and connected according to (1 to n).

【0024】上記の如く構成された二重管Aを発進立坑
Cから到着立坑Dに向かって推進して管路Bを敷設する
手順について図2〜図4により説明する。推進工法で
は、先頭に掘削機11が配設される。そして掘削機11のカ
ッターヘッド11aによって地山を掘削しつつ元押装置12
によって推力を付与することで掘削機11が推進される。
The procedure for propelling the double pipe A constructed as described above from the starting shaft C toward the arrival shaft D to lay the pipe B will be described with reference to FIGS. In the propulsion method, the excavator 11 is arranged at the head. Then, the excavator 11 uses the cutter head 11a to excavate the natural ground while pushing the original pushing device 12
The excavator 11 is propelled by applying a thrust force by.

【0025】掘削機11が推進された後、該掘削機11に管
路Bを構成する先頭の二重管Aが接続されて推進され
る。この二重管Aは発進立坑Cから最も遠い区間L1に
対応するものである。このため、二重管Aに設けた逆止
弁4とパイプ3を接続すると共にパイプ3にホース13を
介して滑材を圧送するポンプ14を接続し、推進中にポン
プ14を駆動してホース13,パイプ3,逆止弁4を介して
滑材を二重管Aの外周面と地山の間に注入する。この注
入によって二重管Aは摩擦抵抗を軽減させた状態で円滑
に推進される。
After the excavator 11 is propelled, the leading double pipe A forming the conduit B is connected to the excavator 11 and propelled. This double pipe A corresponds to the section L1 farthest from the starting shaft C. Therefore, the check valve 4 provided in the double pipe A is connected to the pipe 3, and the pipe 14 is connected to the pump 14 for pumping the lubricant through the hose 13. The pump 14 is driven during propulsion to drive the hose. 13, the lubricant is injected between the outer peripheral surface of the double pipe A and the ground through the pipe 3 and the check valve 4. Due to this injection, the double pipe A is smoothly propelled with the frictional resistance reduced.

【0026】先頭の二重管Aが推進されたとき、元押装
置12の押輪12aを後退させ、その後先頭の二重管Aのパ
イプ3に接続されたホース13を取り外す。そして元押装
置12に2番目に接続する二重管Aを配置し、該二重管A
の管端を先頭の二重管Aの管端に当接させて内管1を溶
接接合すると共にジョイント5によってパイプ3を接続
する。そして2番目の二重管Aのパイプ3にホース13を
接続した後、2番目の二重管Aに押輪12aを当接して推
進する。このとき、滑材は先頭の二重管Aのみから注入
される。(図2参照)
When the leading double pipe A is propelled, the push wheel 12a of the former pushing device 12 is retracted, and then the hose 13 connected to the pipe 3 of the leading double pipe A is removed. Then, the double pipe A to be connected second is arranged in the original pushing device 12, and the double pipe A
The pipe end of is brought into contact with the pipe end of the leading double pipe A to weld and join the inner pipe 1, and the pipe 3 is connected by the joint 5. Then, after connecting the hose 13 to the pipe 3 of the second double pipe A, the push ring 12a is brought into contact with the second double pipe A to propel it. At this time, the lubricant is injected only from the leading double pipe A. (See Figure 2)

【0027】上記の如くして区間L1に対応する二重管
Aを順次接続して推進し、接続した二重管Aの長さが区
間L1の長さに等しくなり、区間L1に対応する後端の
二重管Aの推進が終了したとき、元押装置12に載置され
た二重管Aは区間L2の先頭に対応する二重管Aとして
の機能を付与される。
As described above, the double tubes A corresponding to the section L1 are sequentially connected and propelled, and the length of the connected double tubes A becomes equal to the length of the section L1. When the propulsion of the double pipe A at the end is completed, the double pipe A placed on the original pushing device 12 is provided with the function as the double pipe A corresponding to the head of the section L2.

【0028】即ち、既に推進された区間L1の後端に対
応する二重管Aのパイプ3と区間L2の先頭に対応する
二重管のパイプ3を接続すると共に、この二重管Aのパ
イプ3(3a)と逆止弁4(4a)を接続する。そして
2本のパイプ3,3aにホース13,13aを接続した後、
ポンプ14を駆動して滑材をパイプ3,3aに供給しつつ
元押装置12によって推進する。このとき、滑材は区間L
1の先頭に対応する二重管Aと、区間L2の先頭に対応
する二重管Aとから同時に注入され、二重管Aの外周面
と地山との摩擦抵抗を軽減させて円滑に推進される。
(図3参照)
That is, the pipe 3 of the double pipe A corresponding to the rear end of the section L1 which has already been propelled and the pipe 3 of the double pipe corresponding to the head of the section L2 are connected and the pipe of the double pipe A is connected. 3 (3a) and the check valve 4 (4a) are connected. And after connecting the hoses 13 and 13a to the two pipes 3 and 3a,
The pump 14 is driven to supply the lubricant to the pipes 3 and 3a, and is propelled by the former pushing device 12. At this time, the lubricant is section L
The double pipe A corresponding to the beginning of 1 and the double pipe A corresponding to the beginning of the section L2 are simultaneously injected to reduce the frictional resistance between the outer peripheral surface of the double pipe A and the natural ground and smoothly promote the same. To be done.
(See Figure 3)

【0029】上記の如くして区間L1から区間Ln−1
に対応する二重管Aが推進され、該区間Ln−1の後端
に対応する二重管Aの推進が終了したとき、元押装置12
に載置された二重管Aには、前述と同様にして区間Ln
の先頭に対応する二重管Aとしての機能を付与される。
As described above, the section L1 to the section Ln-1
When the double pipe A corresponding to No. 2 is propelled and the propulsion of the double pipe A corresponding to the rear end of the section Ln-1 is completed, the former pushing device 12
In the double tube A placed on the section Ln, in the same manner as described above,
The function as the double tube A corresponding to the head of the is added.

【0030】即ち、既に推進された区間Ln−1の後端
に対応する二重管Aのパイプ3であって、既に滑材を供
給しているパイプ3〜3n−1と区間Lnの先頭に対応
する二重管に設けたパイプ3〜3n−1を接続すると共
に、この二重管Aのパイプ3(3n)と逆止弁4(4
n)を接続する。そしてn本のパイプ3〜3nにホース
13〜13nを接続した後、ポンプ14を駆動して滑材をパイ
プ3〜3nに供給しつつ元押装置12によって推進する。
このとき、滑材は各区間L1〜Lnの先頭に対応する二
重管Aから同時に注入され、二重管Aの外周面と地山と
の摩擦抵抗を軽減させて円滑に推進される。(図4参
照)
That is, the pipe 3 of the double pipe A corresponding to the rear end of the section Ln-1 which has already been propelled, and the pipes 3 to 3n-1 which have already supplied the lubricant and the head of the section Ln. The pipes 3 to 3n-1 provided in the corresponding double pipes are connected, and the pipe 3 (3n) of the double pipe A and the check valve 4 (4
n) is connected. And hose to n pipes 3 to 3n
After connecting 13 to 13n, the pump 14 is driven and the lubricant is supplied to the pipes 3 to 3n while being propelled by the former pushing device 12.
At this time, the lubricant is simultaneously injected from the double pipes A corresponding to the heads of the sections L1 to Ln, and the frictional resistance between the outer peripheral surface of the double pipes A and the natural ground is reduced and the lubricant is smoothly propelled. (See Figure 4)

【0031】上記の如く、本実施例では二重管Aの外周
面と地山との間に滑材を注入するに際し、ポンプ14に接
続されたホース13と二重管Aに設けたパイプ3を接続
し、二重管Aの推進に伴ってポンプ14を駆動すること
で、ホース13,パイプ3,逆止弁4を介して滑材を注入
することが可能である。このため、滑材を注入する際の
作業が容易となり、且つ円滑な推進作業を実施すること
が可能となる。
As described above, in this embodiment, when injecting the lubricant between the outer peripheral surface of the double pipe A and the ground, the hose 13 connected to the pump 14 and the pipe 3 provided in the double pipe A are used. And the pump 14 is driven in accordance with the propulsion of the double pipe A, so that the lubricant can be injected through the hose 13, the pipe 3 and the check valve 4. Therefore, the work for injecting the lubricant is facilitated, and the smooth propulsion work can be performed.

【0032】尚、上記実施例では、区間L1に対応する
二重管Aには1本のパイプ3を設け、且つ区間Lnに対
応する二重管Aにはn本のパイプ3を設けた複数種類の
二重管Aを用いた場合について説明した。然し、予めn
本のパイプ3を設けた二重管Aを用いて管路Bを敷設す
ることも可能である。この場合、各区間L1〜Ln−1
に対応する二重管Aに於ける不要なパイプ3(n−1本
〜1本)をキャップによって被蓋することで、後続する
区間に供給された滑材が流入することなく、円滑に注入
することが可能である。
In the above embodiment, the double pipe A corresponding to the section L1 is provided with one pipe 3, and the double pipe A corresponding to the section Ln is provided with n pipes 3. The case of using the double tube A of the type has been described. However, n
It is also possible to lay the conduit B using the double pipe A provided with the book pipe 3. In this case, each section L1 to Ln-1
By covering the unnecessary pipe 3 (n-1 to 1) in the double pipe A corresponding to the above with the cap, the lubricant supplied to the subsequent section does not flow in and smoothly injects. It is possible to

【0033】[0033]

【発明の効果】以上詳細に説明したように本発明に係る
二重管の推進工法に於ける滑材の注入方法では、敷設す
べき管路を所定の長さを有する複数の区間に分割し、各
区間に対応させた二重管の内部に所定数の滑材を供給す
る供給孔を設け、夫々の区間に対応する先頭の二重管か
ら滑材を注入するようにしたので、滑材を供給する装置
と供給孔を接続することで二重管の外周と地山の間に滑
材を注入することが出来る。
As described above in detail, in the method for injecting the lubricant in the double pipe propulsion method according to the present invention, the pipeline to be laid is divided into a plurality of sections having a predetermined length. , A supply hole for supplying a predetermined number of lubricants was provided inside the double pipes corresponding to each section, and the lubricant was injected from the leading double pipe corresponding to each section. The lubricant can be injected between the outer periphery of the double pipe and the ground by connecting the supply device to the supply hole.

【0034】従って、内管と外管の間に形成した通孔に
ワイヤを挿通すると共に滑材注入部材を挿通し、これ等
を接続してワイヤをウインチで巻き上げ,巻き戻すこと
で移動させて注入する方法と比較して作業が容易とな
り、且つ一度に複数の個所から滑材を注入することが可
能となり、二重管の推進を円滑に実施することが出来る
等の特徴を有するものである。
Therefore, the wire is inserted into the through hole formed between the inner tube and the outer tube and the lubricant injecting member is inserted, and these are connected to wind the wire with a winch and rewind it for movement. Compared with the injection method, the work is easier, and the lubricant can be injected from a plurality of points at once, and the double pipe can be smoothly propelled. .

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

【図1】敷設すべき管路を所定の長さを有する区間に分
割した状態を説明する図である。
FIG. 1 is a diagram illustrating a state in which a pipeline to be laid is divided into sections having a predetermined length.

【図2】発進立坑から最も遠い区間に対応する二重管を
推進する状態を説明する図である。
FIG. 2 is a diagram illustrating a state in which a double pipe corresponding to a section farthest from a starting shaft is propelled.

【図3】前記区間と連続した区間に対応する二重管を推
進する状態を説明する図である。
FIG. 3 is a diagram illustrating a state in which a double pipe corresponding to a section continuous with the section is propelled.

【図4】更に連続した区間に対応する二重管を推進する
状態を説明する図である。
FIG. 4 is a diagram illustrating a state in which a double pipe corresponding to a further continuous section is propelled.

【符号の説明】[Explanation of symbols]

A 二重管 B 管路 C 発進立坑 D 到着立坑 1 内管 2 外管 3,3a,3nパイプ 4,4a,4n逆止弁 5 ジョイント 11 掘削機 11a カッターヘッド 12 元押装置 13,13a,13nホース 14 ポンプ A Double pipe B Pipe line C Starting shaft D Arrival shaft 1 Inner pipe 2 Outer pipe 3,3a, 3n Pipe 4, 4a, 4n Check valve 5 Joint 11 Excavator 11a Cutter head 12 Original pusher 13, 13a, 13n Hose 14 pump

───────────────────────────────────────────────────── フロントページの続き (72)発明者 楮山 誠 神奈川県座間市相模が丘5−14−10−310 (72)発明者 宇野 秀樹 埼玉県所沢市若松町1118−22 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Makoto Niiyama 5-14-10-310 Sagamigaoka, Zama City, Kanagawa Prefecture (72) Inventor Hideki Uno 1118-22 Wakamatsucho, Tokorozawa City, Saitama Prefecture

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 先頭に配設した掘削機に内管と外管から
なる二重管を後続させて元押装置によって推進すること
で該二重管を発進立坑から到着立坑に敷設する二重管の
推進工法に於ける滑材の注入方法であって、内管と外管
の間に滑材を供給する供給孔を形成すると共に滑材を外
部に吐出する吐出口を形成した二重管を掘削機に後続さ
せて推進した後、既に推進された二重管の内管に新たな
二重管の内管を溶接して接続し、且つ推進された二重管
の供給孔に新たな二重管の供給孔接続すると共に新たな
二重管の供給孔を滑材供給装置と接続し、その後、元押
装置によって新たな二重管に推力を作用させて推進しつ
つ、滑材供給装置を駆動して供給孔を介して滑材を供給
し、供給された滑材を吐出口から二重管の外周面と地山
の間に注入することを特徴とした二重管の推進工法に於
ける滑材の注入方法。
1. A double pipe laid from a starting shaft to an arrival shaft by advancing a double pipe composed of an inner pipe and an outer pipe after the excavator arranged at the head and propelling the double pipe from a starting shaft. A method for injecting a lubricant in a pipe propulsion method, which is a double pipe in which a supply hole for supplying the lubricant is formed between an inner pipe and an outer pipe and a discharge port for discharging the lubricant to the outside is formed. After the excavator is propelled, the inner pipe of the new double pipe is welded and connected to the inner pipe of the already-propulsed double pipe, and the new feed pipe of the double pipe is newly installed. Double pipe supply hole is connected and new double pipe supply hole is connected to the lubricant supply device, and then thrust is applied to the new double pipe by the original pushing device to propel it while supplying the lubricant. Driving the device to supply the lubricant through the supply hole, and injecting the lubricant supplied from the discharge port between the outer peripheral surface of the double pipe and the ground. The method of injecting lubricant in the double pipe propulsion method.
【請求項2】 内管と外管の間に異なる数の供給孔を形
成した複数種類の二重管を用意すると共に敷設すべき管
路を所定の長さを持った区間に分割し、発進立坑から最
も遠い区間に対応して供給孔の最も少ない二重管を選択
し、且つ前記区間の発進立坑側に隣接する区間に対応し
て前記二重管の供給孔よりも少なくとも1個は多い供給
孔を形成した二重管を選択し、以下順次発進立坑側に接
近するに従って前区間よりも少なくとも1個は多い供給
孔を形成した二重管を選択し、選択された二重管を供給
孔の少ない順に掘削機に後続させて推進することを特徴
とした請求項1記載の二重管の推進工法に於ける滑材の
注入方法。
2. A plurality of types of double pipes having different numbers of supply holes formed between the inner pipe and the outer pipe are prepared, and the pipe line to be laid is divided into sections having a predetermined length to start. A double pipe with the fewest supply holes is selected corresponding to the section farthest from the vertical shaft, and at least one is larger than the supply holes of the double pipe corresponding to the section adjacent to the starting vertical shaft side of the section. Select a double tube with a supply hole, and select a double tube with at least one more supply hole than the previous section as it approaches the starting shaft, and supply the selected double tube. 2. The method for injecting a lubricant in a double pipe propulsion method according to claim 1, wherein the method comprises propelling the excavator in order of the number of holes.
【請求項3】 内管と外管の間に複数の供給孔を形成し
た二重管を用意すると共に敷設すべき管路を所定の長さ
を持った区間に分割し、発進立坑から最も遠い区間に相
当する二重管を推進する際には該二重管に形成された1
個の供給孔を選択して滑材を供給し、前記区間の発進立
坑側に隣接する区間に相当する二重管を推進する際には
既に選択された供給孔及び他の少なくとも1個の供給孔
を選択して複数の供給孔から滑材を供給し、以下順次発
進立坑側に接近するに従って前区間で利用した供給孔の
数よりも少なくとも1個多い供給孔から滑材を供給する
ことを特徴とした請求項1記載の二重管の推進工法に於
ける滑材の注入方法。
3. A double pipe having a plurality of supply holes formed between an inner pipe and an outer pipe is prepared, and a pipe line to be laid is divided into sections having a predetermined length, and the pipe is furthest from a starting shaft. When propelling the double pipe corresponding to the section,
The supply holes are selected to supply the lubricant, and when the double pipe corresponding to the section adjacent to the starting shaft side of the section is propelled, the supply holes already selected and at least one other supply Select the holes to supply the lubricant from a plurality of supply holes, and then supply the lubricant from the supply holes that are at least one more than the number of the supply holes used in the previous section as the starting shaft is approached. The method for injecting a lubricant in the double pipe propulsion method according to claim 1, which is characterized.
JP5065945A 1993-03-03 1993-03-03 Sliding material injection method in double pipe propulsion method Expired - Fee Related JP2937682B2 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
JP5065945A JP2937682B2 (en) 1993-03-03 1993-03-03 Sliding material injection method in double pipe propulsion method
US08/196,443 US5484232A (en) 1993-03-03 1994-02-15 Method for injecting lubricant and filler in the pipe-jacking method
KR1019940003085A KR100229397B1 (en) 1993-03-03 1994-02-22 Infusion method of transfusion-material for jacking method of double-pipe and the apparatus for the same
DE69406156T DE69406156T2 (en) 1993-03-03 1994-02-24 Process for driving pipes into the ground
EP94301339A EP0613992B1 (en) 1993-03-03 1994-02-24 Method for driving pipes into the ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5065945A JP2937682B2 (en) 1993-03-03 1993-03-03 Sliding material injection method in double pipe propulsion method

Publications (2)

Publication Number Publication Date
JPH06257386A true JPH06257386A (en) 1994-09-13
JP2937682B2 JP2937682B2 (en) 1999-08-23

Family

ID=13301623

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5065945A Expired - Fee Related JP2937682B2 (en) 1993-03-03 1993-03-03 Sliding material injection method in double pipe propulsion method

Country Status (1)

Country Link
JP (1) JP2937682B2 (en)

Also Published As

Publication number Publication date
JP2937682B2 (en) 1999-08-23

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