JP2937682B2 - Sliding material injection method in double pipe propulsion method - Google Patents
Sliding material injection method in double pipe propulsion methodInfo
- Publication number
- JP2937682B2 JP2937682B2 JP5065945A JP6594593A JP2937682B2 JP 2937682 B2 JP2937682 B2 JP 2937682B2 JP 5065945 A JP5065945 A JP 5065945A JP 6594593 A JP6594593 A JP 6594593A JP 2937682 B2 JP2937682 B2 JP 2937682B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- double pipe
- double
- lubricating material
- section
- 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
Links
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
【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 relates to a double pipe comprising an inner pipe and an outer pipe. The present invention relates to an injection method for injecting a lubricating material therebetween.
【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 disposed at the head, and a pipe such as a fume pipe or an iron pipe is continuously provided at the rear end of the excavator and propelled by a main pushing device. Propulsion method is adopted. In this construction method, in order to reduce the frictional resistance generated between the outer periphery of the excavator and the ground and between the outer periphery of the pipe and the ground, a sliding material is injected between the excavator and the pipe and the ground. That 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 an excavator and a pipe for performing the above-mentioned method. The hole is connected to a lubrication supply device installed on the ground by a lubrication supply hose, and when the pipe is propelled, the lubrication material is connected to the pipe via a lubrication supply hose, an excavator or a hole in the pipe. 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, pipes for supplying gas such as city gas and natural gas by using a propulsion method may be laid underground. In this case, it is common practice to previously lay a pipe made of a fume pipe having an inner diameter sufficiently larger than the outer diameter of the gas supply pipe, and to construct a pipe for supplying gas inside the pipe. However, in this construction method, it is necessary to separately perform the step of laying the fume pipe and the step of constructing the pipe for supplying gas, which takes a construction period, and thus has a problem that the laying cost increases.
【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。[0005] The present inventors have developed a construction method that solves the above problem. In this method, the gas supply pipe can be laid at a time by propelling the double pipe with the outer pipe inserted into the inner pipe that becomes the gas supply pipe and following the excavator with the main pushing device. I can do it.
【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 fume pipe or a steel pipe is made to follow the excavator and thrust is applied by a main pushing device to propel the excavator, Since friction occurs between the outer peripheral surface of the pipe and the ground, resistance is generated, and lubrication is injected into the gap formed between the outer peripheral surface of the pipe and the ground to reduce friction resistance and promote propulsion. .
【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。[0007] The effectiveness of the lubricating material injected into the gap is reduced due to mixing with earth and sand or groundwater. In other words, when the pipeline to be laid is long, if the lubricating material is injected only from the leading excavator or the pipe, the effectiveness of the lubricating material decreases at a position separated from the injection site of the lubricating material by a certain distance or more behind. Therefore, 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。For this reason, in the above-mentioned construction method, during the laying of the pipeline, the lubricating material injection member is inserted into the through hole formed between the inner pipe and the outer pipe, and the pipe is slid between the outer pipe and the ground at a desired position. The material is injected.
That is, a winch is provided in the excavator arranged at the head, a wire wound around the winch is inserted into a through hole of a double pipe to be propelled in advance, connected to a lubricating material injection member, and the winch is operated by operating the winch. By winding and rewinding, the sliding material injection member is inserted into the hole and moved in a desired direction, and the sliding material supplied from the sliding material supply device is injected between the outer peripheral surface of the double pipe and the ground. 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 lubricating material injection member is connected to the wire inserted into the through hole and the lubricating material is injected through the injecting member during the propulsion of the double pipe, one double pipe is used. Every time the propulsion is performed, pull out the slipping material injection member inserted into the already propelled double pipe and remove it from the wire,
After the connection of the new double pipe to the already propelled double pipe is completed, the lubrication injection member is connected to the wire again, inserted into the through hole, and moved to the predetermined position. It is necessary to perform the work to make it. For this reason, there is a problem that the operation 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。[0010] An object of the present invention is to promote a double pipe in which a sliding material can be easily injected between the outer peripheral surface of the double pipe and the ground when laying a double pipe composed of an inner pipe and an outer pipe. It is intended to provide a method for injecting a lubricating material 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
の間に異なる数の供給孔を有し且つ滑材を外部に吐出す
る逆止弁付の吐出口を外管に形成した複数種類の二重管
を用意すると共に、敷設すべき管路を滑材が減摩効力を
維持し得る長さ以下の長さであって且つ二重管の整数倍
に等しい長さを持った複数の区間に分割し、発進立坑か
ら最も遠い区間に対応して複数の、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
区間に対応して複数の、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、前
記選択された二重管を供給孔の少ない順に後続させて推
進しつつ、滑材供給装置を駆動して滑材を供給孔を介し
て各区間の先頭に対応する二重管の吐出口に供給し、供
給された滑材を吐出口から二重管の外周面と地山との間
に注入することを特徴とするものである。In order to solve the above-mentioned problems, a typical method of injecting a sliding material in a double-pipe propulsion method according to the present invention is to provide an excavator provided at the head with an inner pipe. A method of injecting lubricating material in a double pipe propulsion method of laying the double pipe from a start shaft to an arrival shaft by propelling a double pipe consisting of an outer pipe and then propelling with a main pushing device, Prepare and lay a plurality of types of double pipes having different numbers of supply holes between the inner pipe and the outer pipe, and having a discharge valve with a check valve for discharging the lubricant to the outside formed in the outer pipe. Divide the pipeline to be divided into a plurality of sections having a length equal to or less than the length that the sliding material can maintain the anti-friction effect and having a length equal to an integral multiple of the double pipe, and the section furthest from the starting shaft A plurality of double pipes having the least supply holes are selected in accordance with the above, and a plurality of double pipes are selected corresponding to the section adjacent to the starting shaft side of the section. Selecting a double pipe having at least one more supply hole than the supply hole of the double pipe, and propelling the selected double pipe following the supply hole in ascending order of the supply hole, By driving the supply device, the sliding material is supplied to the discharge port of the double pipe corresponding to the beginning of each section through the supply hole, and the supplied lubricant is discharged from the discharge port to the outer peripheral surface of the double pipe and the ground. It is characterized by being injected during the period.
【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 lubricating material in the above double pipe propulsion method (hereinafter referred to as "injection method"), when the double pipe is propelled, the space between the outer periphery of the double pipe and the ground is lowered. The operation of injecting the lubricating material 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,
The supply hole is connected to a lubrication supply device, and the lubrication supply device is driven as the double pipe is propelled, so that the lubrication material is supplied to the outer periphery of the double pipe and the ground through the supply 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 the sliding material injection member into the through hole and move the sliding material injection member as in the prior art, and it is not necessary to use a wire, a winch or the like for moving the sliding material injection member. Therefore, the operation of injecting the lubricating material accompanying the propulsion of the double pipe can be easily performed.
【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。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 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 illustrating a state in which a double pipe corresponding to a section continuous with the section is propelled, and FIG. 4 is a diagram illustrating a state in which a double pipe corresponding to a section further continuous is propelled. The injection method according to the present invention employs a semi-shielding method that is usually carried out, when propelling a double pipe composed of an inner pipe and an outer pipe, reliably and easily with a double pipe and ground. The lubricating material 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 the double pipe A is propelled and the pipe B is laid, the length of the lubricating material injected into the gap between the outer peripheral surface of the double pipe A and the ground can maintain the antifriction effect. Although it changes according to the nature of the ground, it is almost constant. Therefore, if new lubricating material is injected while the lubricating material maintains the anti-friction effect, the frictional force acting between the outer peripheral surface of the double pipe A and the ground is always reduced while the lubricating effect is reduced. Heavy pipe A can be propelled.
【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, lubricating material is injected from the leading double pipe A connected to the excavator, and the length of a plurality of double pipes A following the double pipe A is reduced by friction of the already injected slipping material. It is possible to maintain the lubrication 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 effectiveness.
【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。For this reason, as shown in FIG.
And the pipeline B to be laid, which is set between the arrival shaft D and the arrival shaft D, has a length equal to or shorter than the length in which the sliding material can maintain the anti-friction effect, and is an integral multiple of the length of the double pipe A. 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. At this time, the number of the double tubes A constituting one section is ten.
【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 formed of a steel pipe having a predetermined diameter. When connecting a new double pipe A to a double pipe A that has already been propelled, 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 an end of the outer tube 2. The check valve 4 is connected to the pipe 3 and discharges the lubricating material supplied through the pipe 3 to the outside of the outer pipe 2 and injects it into a gap formed between the outer pipe 2 and the ground.
It has a function of preventing earth and sand or 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 fixed at a predetermined position between the inner pipe 1 and the outer pipe 2 in advance. Further, the number of pipes 3 to be provided simultaneously with the production of the double pipe A in advance 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 pipeline B is set and the length of the double pipe A is set, the number of double pipes A constituting each section L is determined. Therefore, the double pipe A corresponding to the section L1 which is the section farthest 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. Installed and manufactured,
When laying pipe B, double pipe A corresponding to each section L
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。The double pipe A is provided with n pipes 3 in advance according to the number of divisions n of the pipe B, and when the double pipe A is propelled, the section L corresponding to the double pipe A 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 laying the pipeline B by propelling the double pipe A constructed as described above from the start shaft C toward the arrival shaft D will be described with reference to FIGS. In the propulsion method, an excavator 11 is provided at the head. Then, while excavating the ground with the cutter head 11a of the excavator 11,
The excavator 11 is propelled by applying a thrust.
【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 constituting the pipeline B is connected to the excavator 11 and propelled. The double pipe A corresponds to the section L1 farthest from the starting shaft C. For this purpose, the check valve 4 provided in the double pipe A is connected to the pipe 3, and the pipe 3 is connected to the pump 14 for feeding the lubricating material via the hose 13, and the pump 14 is driven during the propulsion to drive the hose. 13. The lubricating material is injected between the outer peripheral surface of the double pipe A and the ground through the pipe 3, the check valve 4 and the check valve 4. By 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 tube A is propelled, the pressing ring 12a of the original pushing device 12 is retracted, and then the hose 13 connected to the pipe 3 of the leading double tube A is removed. Then, a double pipe A connected secondly to the main pushing device 12 is arranged,
And the inner pipe 1 is welded and joined, 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 and propelled. At this time, the lubricating material is injected only from the leading double pipe A. (See Fig. 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 pipes A corresponding to the section L1 are sequentially connected and propelled, and the length of the connected double pipes A becomes equal to the length of the section L1. When the propulsion of the double tube A at the end is completed, the double tube A mounted on the main pushing device 12 is given the function as the double tube 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 that has already been propelled is connected to the pipe 3 of the double pipe A corresponding to the head of the section L2. 3 (3a) and check valve 4 (4a) are connected. Then, after connecting the hoses 13 and 13a to the two pipes 3 and 3a,
The pump 14 is driven so that the lubricating material is supplied to the pipes 3 and 3a while being propelled by the main pushing device 12. At this time, the sliding material is section L
1 and the double pipe A corresponding to the head of the section L2 are simultaneously injected, and the frictional resistance between the outer peripheral surface of the double pipe A and the ground is reduced to promote smooth propulsion. Is done.
(See Fig. 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 sections L1 to Ln-1
Is pushed, and when the pushing of the double pipe A corresponding to the rear end of the section Ln-1 ends, the main pushing device 12
Is placed in the section Ln in the same manner as described above.
A function as a double tube A corresponding to the head of the above is provided.
【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 lubricating material and the top of the section Ln. The pipes 3 to 3n-1 provided in the corresponding double pipe are connected, and the pipe 3 (3n) of the double pipe A and the check valve 4 (4
n). And hoses on n pipes 3-3n
After connecting 13 to 13n, the pump 14 is driven and the lubricating material is supplied to the pipes 3 to 3n while being propelled by the main pushing device 12.
At this time, the lubricating material is simultaneously injected from the double pipe A corresponding to the head of each section L1 to Ln, and is smoothly propelled by reducing the frictional resistance between the outer peripheral surface of the double pipe A and the ground. (See Fig. 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 the lubricant is injected 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. By driving the pump 14 with the propulsion of the double pipe A, it is possible to inject the lubricant through the hose 13, the pipe 3, and the check valve 4. For this reason, the operation at the time of injecting the lubricating material becomes easy, and the smooth propulsion operation 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 where two types of double tubes A are used has been described. But beforehand n
It is also possible to lay the pipeline B using the double pipe A provided with the pipes 3. In this case, each section L1 to Ln-1
Unnecessary pipes 3 (n-1 to 1) in the double pipe A corresponding to the above are covered with a cap, so that the lubricating material supplied to the subsequent section does not flow in smoothly, but is injected smoothly. 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 of injecting a sliding material in the double pipe propulsion method according to the present invention, the pipe line to be laid is divided into a plurality of sections having a predetermined length. Since a supply hole for supplying a predetermined number of lubricating materials is provided inside the double pipe corresponding to each section, the lubricating material is injected from the leading double pipe corresponding to each section. By connecting the supply hole and the supply hole, the lubricant can be injected between the outer periphery of the double pipe and the ground.
【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。Accordingly, the wire is inserted into the through hole formed between the inner tube and the outer tube, and the lubricating material injection member is inserted. These members are connected, and the wire is moved up and down by a winch. Work is easier than in the method of injecting, and it is possible to inject the lubricating material from a plurality of places at once, and it is possible to smoothly carry out the propulsion of the double pipe. .
【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.
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 Reference Signs List A Double pipe B Pipe C Starting shaft D Arriving shaft 1 Inner tube 2 Outer tube 3, 3a, 3n Pipe 4, 4a, 4n Check valve 5 Joint 11 Excavator 11a Cutter head 12 Main pushing device 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 (56)参考文献 特開 平1−90396(JP,A) 特開 平2−17284(JP,A) (58)調査した分野(Int.Cl.6,DB名) E21D 9/06 311 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Makoto Kozoyama 5-14-10-310 Sagamigaoka, Zama City, Kanagawa Prefecture (72) Inventor Hideki Uno 1118-22, Wakamatsucho, Tokorozawa City, Saitama Prefecture (56) References JP JP-A-1-90396 (JP, A) JP-A-2-17284 (JP, A) (58) Fields investigated (Int. Cl. 6 , DB name) E21D 9/06 311
Claims (2)
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
の間に異なる数の供給孔を有し且つ滑材を外部に吐出す
る逆止弁付の吐出口を外管に形成した複数種類の二重管
を用意すると共に、敷設すべき管路を滑材が減摩効力を
維持し得る長さ以下の長さであって且つ二重管の整数倍
に等しい長さを持った複数の区間に分割し、発進立坑か
ら最も遠い区間に対応して複数の、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
区間に対応して複数の、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、前
記選択された二重管を供給孔の少ない順に後続させて推
進しつつ、滑材供給装置を駆動して滑材を供給孔を介し
て各区間の先頭に対応する二重管の吐出口に供給し、供
給された滑材を吐出口から二重管の外周面と地山との間
に注入することを特徴とする二重管の推進工法に於ける
滑材の注入方法。1. A double pipe comprising an inner pipe and an outer pipe followed by an excavator arranged at the head and propelled by a main pushing device, whereby the double pipe is laid from a start shaft to an arrival shaft. A method for injecting a lubricating material in a pipe propulsion method, comprising a different number of supply holes between an inner pipe and an outer pipe, and a discharge port with a check valve for discharging the lubricating material to the outside. A plurality of types of double pipes are prepared, and the length of the pipe to be laid is equal to or less than the length that the lubricating material can maintain the anti-friction effect and equal to an integral multiple of the double pipe. Is divided into a plurality of sections having a plurality of sections, a plurality of double pipes having the least supply holes are selected in correspondence with the section farthest from the starting shaft, and in correspondence with the section adjacent to the starting shaft side of the section. Selecting a plurality of double tubes having at least one more supply hole than the supply holes of the double tube; While driving the lubricating material supply device to drive the lubricating material supply device to supply the lubricating material to the discharge port of the double pipe corresponding to the head of each section through the supply hole, A method for injecting a lubricating material in a double pipe propulsion method, comprising injecting a material from a discharge port between an outer peripheral surface of the double pipe and a ground.
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
の間に複数の供給孔を有し且つ滑材を外部に吐出する逆
止弁付の吐出口を外管に形成した二重管を用意すると共
に敷設すべき管路を滑材が減摩効力を維持し得る長さ以
下の長さであって且つ二重管の長さの整数倍に等しい長
さを持った複数の区間に分割し、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、前記発進
立坑から最も遠い区間に相当する二重管並びに前記区間
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
供給し、滑材を供給孔を介して各区間の先頭に対応する
二重管の吐出口に供給し、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
二重管の推進工法に於ける滑材の注入方法。2. A double pipe comprising an inner pipe and an outer pipe followed by an excavator arranged at the head and propelled by a main pushing device, whereby the double pipe is laid from a start shaft to an arrival shaft. A method of injecting a lubricating material in a pipe propulsion method, comprising a plurality of supply holes between an inner pipe and an outer pipe, and a discharge port with a check valve for discharging the lubricating material to the outside is provided on the outer pipe. Prepare the formed double pipe and set the pipe line to be laid to have a length equal to or less than the length that the lubricating material can maintain the anti-friction effect and having a length equal to an integral multiple of the length of the double pipe. When a double pipe corresponding to a section farthest from the starting shaft is propelled, a single supply hole formed in the double pipe is selected to supply a sliding material, When propelling the double pipe corresponding to the section furthest from the starting shaft and the double pipe corresponding to the section adjacent to the starting shaft side of the section, the The selected supply hole and at least one other supply hole are selected to supply the lubricating material from the plurality of supply holes. The lubricating material is supplied from many supply holes, the lubricating material is supplied to the discharge port of the double pipe corresponding to the head of each section through the supply hole, and the supplied lubricating material is supplied from the discharge port to the outer periphery of the double pipe. A method for injecting a lubricating material in a double pipe propulsion method characterized by injecting between a surface and a ground.
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 | Injection method of lubricating material and filling material for double pipe propulsion method |
| 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 JPH06257386A (en) | 1994-09-13 |
| JP2937682B2 true 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) |
-
1993
- 1993-03-03 JP JP5065945A patent/JP2937682B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH06257386A (en) | 1994-09-13 |
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