JPH06272482A - Lubricant or back-filling material filling method in double pipe propulsion construction method - Google Patents
Lubricant or back-filling material filling method in double pipe propulsion construction methodInfo
- Publication number
- JPH06272482A JPH06272482A JP5085113A JP8511393A JPH06272482A JP H06272482 A JPH06272482 A JP H06272482A JP 5085113 A JP5085113 A JP 5085113A JP 8511393 A JP8511393 A JP 8511393A JP H06272482 A JPH06272482 A JP H06272482A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- lubricant
- hose
- double
- double pipe
- 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.)
- Pending
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
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
重管を推進して管路を敷設する際に二重管と地山の間に
滑材を注入する注入方法、又は管路を敷設した後該管路
と地山の間に裏込材を注入する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 an injection method for injecting a lubricant between a double pipe and a ground when propelling a double pipe consisting of an inner pipe and an outer pipe to lay a pipeline. The present invention relates to a method of laying a pipeline and then injecting a backfill material between the pipeline and the ground.
【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すると共に該掘削機の後端にヒ
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、管の外周と地山の間
に滑材を注入している。また管の内径が800 mm以上であ
る場合、管路の敷設後、管路の外周と地山の間に形成さ
れた間隙に裏込材を充填している。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 continuously connected to 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 outer circumference of the pipe and the ground. There is. When the inner diameter of the pipe is 800 mm or more, after the pipe is laid, the backfill material is filled in the gap formed between the outer periphery of the pipe and the ground.
【0003】上記工法に使用される内径800 mm以上の管
では、予め所定位置に管の外周と地山との間に滑材或い
は裏込材を注入するホースを接続するための孔が形成さ
れている。そして管路の敷設中、或いは管路を敷設した
後、管の内部に滑材或いは裏込材供給用のホースを持っ
た作業員が入り、ホースを孔に接続して地上に設置され
た滑材供給装置或いは裏込材供給装置から滑材,裏込材
を供給することで、管路と地山の間に注入している。然
し、管の内径が800 mm以下の場合、法令によって該管の
内部に作業員が入ることを禁止されているため、管路と
地山の間に裏込材を注入することは出来ない。In the pipe having an inner diameter of 800 mm or more used in the above-mentioned construction method, a hole for connecting a hose for injecting a lubricant or a backfill material is previously formed between the outer periphery of the pipe and the ground at a predetermined position. ing. Then, during or after laying the pipeline, a worker with a hose for supplying the lubricant or backfill material enters the inside of the pipe, connects the hose to the hole, and installs it on the ground. By supplying the lubricant and the backfill material from the material supply device or the backfill material supply device, they are injected between the pipeline and the natural ground. However, if the inner diameter of the pipe is 800 mm or less, it is not possible to inject the backing material between the pipe line and the ground because the law prohibits workers from entering inside the pipe.
【0004】一方、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、予め推
進工法によってガスを供給する管の外径よりも充分に大
きい内径を持ったヒューム管からなる管路を敷設し、こ
の管路と地山の間隙に裏込材を充填した後、ヒューム管
の内部にガスを流通させる管路を構成するのが一般であ
る。On the other hand, a pipe for supplying gas such as city gas and natural gas may be laid underground. In this case, a pipe line consisting of a fume pipe with an inner diameter that is sufficiently larger than the outer diameter of the pipe that supplies gas by the propulsion method is laid in advance, and after filling the gap between this pipe line and the ground with a backfill material. Generally, a conduit for circulating gas is formed inside the fume tube.
【0005】[0005]
【発明が解決しようとする課題】ガスを供給する管路を
敷設する場合、上記の如く予めヒューム管を敷設した後
該管路の内部にガス供給管を敷設するのでは、工期が長
くなり且つ敷設コストが上昇するという問題がある。こ
のため、本件発明者等は、予め内管と外管を一体的に構
成した二重管を掘削機に後続させ、内管どうしを溶接接
合しつつ推進してガスを供給する管路を敷設する工法を
開発した。In the case of laying a gas supply pipe, if the fume pipe is laid in advance as described above and then the gas supply pipe is laid inside the pipe, the construction period becomes long and There is a problem that the installation cost will increase. For this reason, the inventors of the present invention laid a pipeline for supplying gas by advancing a double pipe in which an inner pipe and an outer pipe are integrally configured in advance to the excavator and propelling them while welding and joining the inner pipes. We have developed a construction method.
【0006】上記の如き管路では内管に高度な気密性が
要求されるため、内管に滑材或いは裏込材を供給するホ
ースを接続する孔を形成しておくことは出来ない。この
ため、予め内管と外管の間に滑材或いは裏込材を注入す
る注入部材を挿通するさや管を設けると共に外管に逆止
弁を設けている。そしてさや管の内部に注入部材を挿通
して所望の位置で固定して滑材或いは裏込材を注入し得
るように構成されている。In the above-mentioned pipeline, since the inner tube is required to have a high degree of airtightness, it is not possible to form a hole for connecting a hose for supplying a lubricant or a backing material to the inner tube. For this reason, a sheath tube for inserting an injection member for injecting a lubricant or a backfill material is previously provided between the inner tube and the outer tube, and a check valve is provided on the outer tube. Then, the injection member is inserted into the sheath and fixed at a desired position to inject the lubricant or the backing material.
【0007】二重管と地山の間に滑材或いは裏込材を注
入するに際し、さや管内に挿通された注入部材をウイン
チ等によって牽引して移動させることで逆止弁に対向さ
せる位置決め作業が行われる。このとき、注入部材はさ
や管の内面と接触しつつ移動するため、摩擦抵抗によっ
て滑材或いは裏込材を供給するホースに伸びが生じ、注
入部材を正確に位置決めすることが困難であるという問
題がある。[0007] When pouring a lubricant or backfill between the double pipe and the ground, a positioning work to face the check valve by pulling and moving the injection member inserted in the sheath by a winch or the like. Is done. At this time, since the injection member moves while contacting the inner surface of the sheath tube, the hose supplying the lubricant or the backing material expands due to frictional resistance, and it is difficult to accurately position the injection member. There is.
【0008】また伸びを少なくするために硬度の高いホ
ースを使用すると、該ホースの許容曲げ半径が大きくな
り、ホースリールの径を大きくしたり、或いは大きい牽
引力が必要となるという問題がある。When a hose having a high hardness is used to reduce the elongation, the allowable bending radius of the hose becomes large, and the hose reel must have a large diameter or a large traction force is required.
【0009】本発明の目的は、ホースの伸びに関わらず
容易に注入部材を逆止弁に対向させて位置決めすること
を可能とした滑材又は裏込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 provide a method for injecting a lubricant or backing material, which makes it possible to easily position the injection member so as to face the check valve regardless of the extension of the hose. is there.
【0010】[0010]
【課題を解決するための手段】上記課題を解決するため
に本発明に係る二重管の推進工法に於ける滑材又は裏込
材の注入方法は、予め内管と外管の間に管の長手方向に
さや管を設けると共に外管に該外管の外部とさや管を接
続する逆止弁を設けた二重管を掘削機に後続させて管路
を敷設する際に二重管と地山の間に滑材を注入する注入
方法又は管路を敷設した後二重管と地山の間に裏込材を
注入する注入方法であって、推進すべき二重管の長さと
略等しい間隔を持って、或いは複数の二重管の長さと略
等しい間隔を持って二つのパッカーを配置すると共にこ
れ等のパッカーの間に滑材又は裏込材を吐出する吐出口
を設けた注入部材をホースの先端に接続し、前記注入部
材及びホースをさや管内に挿通して所望の位置でパッカ
ーを膨張させて固定し、その後、前記ホースを介して滑
材又は裏込材を供給して注入部材の吐出口から吐出させ
ると共に、該滑材又は裏込材を逆止弁を介して二重管と
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-mentioned problems, the method for injecting the lubricant or backing material in the double pipe propulsion method according to the present invention is a pipe between the inner pipe and the outer pipe. A double pipe with a sheath pipe provided in the longitudinal direction of the outer pipe and a check valve for connecting the outer pipe to the outside of the outer pipe and a double pipe when laying a pipeline after the excavator. It is an injection method of injecting a lubricant between the ground and a method of injecting a backing material between the double pipe and the ground after laying a pipeline, and the length of the double pipe to be promoted Injection in which two packers are arranged at equal intervals or at intervals substantially equal to the length of a plurality of double pipes, and a discharge port for discharging lubricant or backfill material is provided between these packers. Connect the member to the tip of the hose, insert the injection member and the hose into the sheath tube, expand the packer at the desired position, and fix it. Then, after that, the lubricant or backfill material is supplied through the hose to be discharged from the discharge port of the injection member, and the lubricant or backfill material is connected to the double pipe and the ground through the check valve. It is characterized by injecting between.
【0011】[0011]
【作用】上記二重管の推進工法に於ける滑材又は裏込材
の注入方法(以下単に『注入方法』という)によれば、
さや管内に挿通された注入部材を牽引する際にホースに
伸びが生じても、この伸びに影響されることなく容易に
注入部材を逆止弁に対向させる位置まで移動させて二重
管と地山との間に滑材或いは裏込材を注入することが出
来る。[Operation] According to the method for injecting the lubricant or the backing material in the double pipe propulsion method (hereinafter simply referred to as "injection method"),
Even if the hose stretches when pulling the injection member inserted in the sheath, it is easy to move the injection member to the position where it faces the check valve without being affected by this expansion, and the double pipe and ground Lubricants or backfills can be injected between the mountains.
【0012】即ち、二重管と等しい長さを持って二つの
パッカーを配置すると共にこれ等のパッカーの間に滑材
或いは裏込材を吐出する吐出口を設けて注入部材をホー
スに接続したので、滑材を注入する際には二重管の敷設
中に、また裏込材を注入する際には二重管を敷設した
後、前記注入部材を内管と外管の間に設けたさや管に挿
通すると共に牽引して移動させ、該注入部材を任意の位
置で固定した場合、牽引によりホースに伸びが生じてい
ても、二つのパッカーの間隔は二重管の長さと等しいか
或いは長くなる。That is, two packers having the same length as the double pipe are arranged, and a discharge port for discharging the lubricant or the backing material is provided between the packers to connect the injection member to the hose. Therefore, when pouring the lubricant, the double pipe was laid during the laying of the double pipe, and when the backfill material was filled, the double pipe was laid, and then the injection member was provided between the inner pipe and the outer pipe. If the injection member is inserted into the sheath and pulled and moved, and the injection member is fixed at an arbitrary position, the distance between the two packers is equal to the length of the double pipe, even if the hose is stretched by the pull. become longer.
【0013】このため、注入部材が如何なる位置で固定
され且つホースに如何なる伸びが生じても、注入部材の
二つのパッカーの間に外管に設けた逆止弁が位置するこ
ととなる。従って、ホースに生じた伸びに関わらず容易
に注入部材を逆止弁に対向させることが可能となり、滑
材或いは裏込材を注入する作業を容易に行うことが出来
る。Therefore, no matter what position the injection member is fixed and what kind of expansion the hose has, the check valve provided in the outer pipe is located between the two packers of the injection member. Therefore, the injection member can be easily opposed to the check valve regardless of the elongation generated in the hose, and the work of injecting the lubricant or the backfill material can be easily performed.
【0014】またホースに生じる伸びに関わらず位置決
めが容易となる。このため、硬度の低い,許容曲げ半径
の小さいホースを使用することが可能となり、ホースリ
ールの大きさを小さくすることが出来る。Moreover, the positioning becomes easy regardless of the elongation of the hose. Therefore, it is possible to use a hose having low hardness and a small allowable bending radius, and it is possible to reduce the size of the hose reel.
【0015】また注入部材を構成するパッカーの間隔を
複数本の二重管に相当する長さに設定した場合には、二
重管と地山の間に複数の逆止弁から同時に滑材或いは裏
込材を注入することが出来る。Further, when the interval between the packers constituting the injection member is set to a length corresponding to a plurality of double pipes, a plurality of check valves are simultaneously provided between the double pipes and the ground to prevent slipping or sliding. The backing material can be injected.
【0016】[0016]
【実施例】以下、上記注入方法の一実施例について図を
用いて説明する。図1は推進中の二重管と地山の間に滑
材を注入する状態を説明する図、図2は注入部材の構成
を説明する断面図である。EXAMPLE An example of the injection method will be described below with reference to the drawings. FIG. 1 is a diagram for explaining a state of injecting a lubricant between a double pipe being propelled and a natural ground, and FIG. 2 is a sectional view for explaining a structure of an injecting member.
【0017】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
二重管を推進して管路を敷設する際に外管と地山の間に
形成された間隙に滑材を注入し、或いは管路を敷設した
後、外管と地山の間に形成された間隙に裏込材を注入す
るためのものである。尚、本発明に於いて、滑材の注入
方法と裏込材の注入方法とは実質的に同一であるため、
以下代表して滑材を注入する場合について説明する。The injection method according to the present invention employs a commonly used semi-shielding method to propel a double pipe consisting of an inner pipe and an outer pipe to lay a pipe line and to lay an outer pipe and a natural ground. The backing material is injected into the gap formed between the outer pipe and the ground after the lubricant is injected into the gap formed between the outer pipe and the pipeline. In the present invention, the method of injecting the lubricant and the method of injecting the backing material are substantially the same,
The case of injecting a lubricant will be described below as a representative.
【0018】先ず二重管Aの概略構成について図1によ
り説明する。尚、図1に於ける二重管Aは寸法,形状共
に模式的に記載されている。二重管Aは内管1と外管2
とからなり、内管1は該内管1と外管2の間に形成され
た図示しないブラケットによって保持されている。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。First, the schematic structure of the double pipe A will be described with reference to FIG. The double tube A in FIG. 1 is schematically shown in terms of size and shape. Double pipe A is inner pipe 1 and outer pipe 2
The inner tube 1 is held by a bracket (not shown) formed between the inner tube 1 and the outer tube 2. The inner pipe 1 and the outer pipe 2 are each made of a steel pipe having a preset diameter.
【0019】本実施例に於ける二重管Aは可燃性ガスを
供給することを目的としており、内管1は高度の気密性
を要求される。このため、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
溶接される。The double pipe A in this embodiment is intended to supply a combustible gas, and the inner pipe 1 is required to have a high degree of airtightness. For this reason, when connecting the new double pipe A to the already promoted double pipe A, the inner pipe 1 is welded over the entire circumference.
【0020】内管1と外管2の間であって二重管Aの長
手方向に図2に示す注入部材11を挿通するさや管3が設
けられている。また個々の外管2の所定位置には、さや
管3と接続され且つ外管2の外周に開口した逆止弁4が
設けられている。この逆止弁4は、滑材或いは裏込材を
外管2と地山の間に形成された間隙5に注入すると共
に、該間隙5にある地下水等が二重管A内へ浸透するこ
とを防止するものである。A sheath tube 3 is provided between the inner tube 1 and the outer tube 2 and in the longitudinal direction of the double tube A for inserting the injection member 11 shown in FIG. Further, a check valve 4 connected to the sheath tube 3 and opened to the outer circumference of the outer tube 2 is provided at a predetermined position of each outer tube 2. The check valve 4 injects a lubricant or backfill material into a gap 5 formed between the outer pipe 2 and the ground, and allows groundwater and the like in the gap 5 to penetrate into the double pipe A. Is to prevent.
【0021】上記の如く構成された二重管Aは元押装置
6によって推進される。即ち、所定の位置に設けた発進
立坑7に敷設すべき管路と一致させて元押装置6を設置
し、該元押装置6によってワイヤ9aを巻き付けたウイ
ンチ9を設けた掘削機8、及び掘削機8に後続させた二
重管Aを図示しない到着立坑に向かって推進し、掘削機
8が到着立坑に到着したときこれ等の立坑の間に目的の
管路が敷設される。The double pipe A constructed as described above is propelled by the original pushing device 6. That is, the excavator 8 having the winch 9 in which the wire 9a is wound by the original pushing device 6 is installed so as to match the pipeline to be laid on the starting shaft 7 provided at a predetermined position, and A double pipe A following the excavator 8 is propelled toward an arrival shaft (not shown), and when the excavator 8 arrives at the arrival shaft, a target pipeline is laid between these shafts.
【0022】次に、二重管Aを推進する際に外管2と地
山の間に形成された間隙5に滑材を注入する滑材注入装
置Bの構成について図1,図2により説明する。この滑
材注入装置Bは、滑材を圧送するポンプ10と、一端がポ
ンプ10に接続され他端に注入部材11を取り付けたホース
12と、ホース12を巻き付けたリール13と、滑材の注入作
業を制御する操作盤14とによって構成されている。Next, the construction of the lubricant injection device B for injecting the lubricant into the gap 5 formed between the outer pipe 2 and the ground when propelling the double pipe A will be described with reference to FIGS. 1 and 2. To do. This lubricant injection device B includes a pump 10 for pumping lubricant, and a hose having one end connected to the pump 10 and the other end attached with an injection member 11.
It comprises a reel 12, a reel 13 around which the hose 12 is wound, and an operation panel 14 for controlling the injection work of the lubricant.
【0023】注入部材11は、二重管Aの長さと等しい間
隔(例えば6000mm)、或いは複数の二重管Aの長さに相
当する間隔(例えば 30000mm)を持って配置された二つ
のパッカー15,16を有しており、これ等のパッカー15,
16をホース17によって接続して構成されている。The injection member 11 has two packers 15 arranged at an interval equal to the length of the double tube A (for example, 6000 mm) or at an interval corresponding to the length of the plurality of double tubes A (for example, 30000 mm). , 16 and packers 15,
It is configured by connecting 16 with a hose 17.
【0024】パッカー15,16は、間隙5に滑材を注入す
る際にさや管3に挿通され、且つ所望の位置まで牽引さ
れた注入部材11を固定するものであり、夫々可撓性を有
するゴム製のチューブ18を有している。そして注入部材
11をさや管3内に挿通し、所望の位置まで移動させた
後、圧力ガスを供給してチューブ18を膨張させて該チュ
ーブ18をさや管3の内面に密着させることで、注入部材
11を固定すると共に膨張したチューブ18によって他の部
分から遮断している。The packers 15 and 16 are for fixing the injection member 11 which is inserted into the sheath tube 3 and is pulled to a desired position when the lubricant is injected into the gap 5, and each has flexibility. It has a rubber tube 18. And injection member
After inserting 11 into the sheath tube 3 and moving it to a desired position, pressure gas is supplied to expand the tube 18 and bring the tube 18 into close contact with the inner surface of the sheath tube 3, thereby providing an injection member.
The tube 11 is fixed and isolated from other parts by the expanded tube 18.
【0025】パッカー15には、一方の端部にホース12と
接続されるニップル15aが形成され、内部にチューブ18
を膨張させる圧力エア或いは窒素ガス等の圧力ガスを流
通させる流通管19及び該流通管19との間に滑材を流通さ
せる通路15bが形成され、他方の端部に供給された滑材
をさや管3の内部に吐出する吐出口15cが形成されてい
る。前記流通管19の端部はホース17内で開口し、流通管
19に供給された圧力ガスはホース17を通ってパッカー16
に供給される。A nipple 15a connected to the hose 12 is formed at one end of the packer 15, and a tube 18 is provided inside.
A flow pipe 19 for flowing pressure gas such as compressed air or nitrogen gas for expanding the pipe and a passage 15b for flowing the lubricant between the flow pipe 19 and the flow pipe 19 are formed, and the lubricant supplied to the other end is sheathed. A discharge port 15c for discharging the inside of the pipe 3 is formed. The end of the distribution pipe 19 opens in the hose 17,
The pressure gas supplied to 19 passes through hose 17 and packer 16
Is supplied to.
【0026】パッカー16の内部には圧力ガスを流通させ
る通路16aが形成されており、該通路16aに供給された
圧力ガスによってチューブ18を膨張させるように構成さ
れている。またパッカー16の先端にはウインチ9に巻き
付けたワイヤ9aを接続するフック16bが設けられてい
る。A passage 16a for circulating a pressure gas is formed inside the packer 16, and the tube 18 is expanded by the pressure gas supplied to the passage 16a. A hook 16b for connecting the wire 9a wound around the winch 9 is provided at the tip of the packer 16.
【0027】次に、二重管Aを推進する際に外管2と地
山の間に形成された間隙5に滑材を注入する手順につい
て説明する。予め二重管Aに設けたさや管3には掘削機
8のウインチ9に巻き付けたワイヤ9aが挿通される。
そして注入部材11のパッカー16の先端に設けたフック16
bにワイヤ9aを接続してウインチ9を作動させること
で、注入部材11及び該部材11に接続されたホース12を牽
引してさや管3内に挿通すると共に掘削機8側に移動さ
せる。Next, a procedure for injecting the lubricant into the gap 5 formed between the outer tube 2 and the ground when propelling the double tube A will be described. The wire 9a wound around the winch 9 of the excavator 8 is inserted into the sheath 3 provided in advance in the double pipe A.
Then, the hook 16 provided at the tip of the packer 16 of the injection member 11
By operating the winch 9 by connecting the wire 9a to b, the injection member 11 and the hose 12 connected to the member 11 are pulled to be inserted into the sheath tube 3 and moved to the excavator 8 side.
【0028】上記牽引によってホース12に張力が作用し
て伸びが生じる。ホース12に生じる伸びは、該ホース12
が牽引される際の摩擦抵抗や他の負荷によって異なる。
このため、注入部材11を牽引してさや管3内で移動させ
つつ、例えばワイヤ9aの長さを測定しても、注入部材
11が逆止弁4に対向した位置にあるか否かを正確に知る
ことは困難である。The pulling causes tension to act on the hose 12 to cause it to stretch. The elongation that occurs in the hose 12 is
It depends on the frictional resistance and other loads when it is towed.
Therefore, even if the length of the wire 9a is measured while pulling the injection member 11 to move it in the sheath tube 3,
It is difficult to know accurately whether 11 is at the position facing the check valve 4.
【0029】然し、注入部材11を構成する二つのパッカ
ー15,16の間隔を二重管Aと等しい寸法に設定すること
によって、さや管3内に於ける注入部材11の位置に関わ
らず、且つホース12の伸び如何に関わらず、パッカー1
5,16の間に1個の逆止弁4が必ず位置することとな
る。またパッカー15,16の間隔を複数本の二重管Aに相
当する長さに設定した場合、さや管3内に於ける注入部
材11の位置に関わらずパッカー15,16の間に複数個の逆
止弁4が対向することとなる。However, by setting the interval between the two packers 15 and 16 constituting the injection member 11 to the same size as the double tube A, regardless of the position of the injection member 11 in the sheath tube 3, Packer 1 no matter how the hose 12 grows
One check valve 4 is always located between 5 and 16. Further, when the interval between the packers 15 and 16 is set to a length corresponding to a plurality of double tubes A, a plurality of packers are provided between the packers 15 and 16 regardless of the position of the injection member 11 in the sheath tube 3. The check valves 4 face each other.
【0030】このため、二重管Aの推進中に該二重管A
と地山の間に形成された間隙5に滑材を注入する場合、
注入部材11と逆止弁4との相対位置を極めて容易に設定
することが可能となる。Therefore, while the double pipe A is being propelled, the double pipe A is
When pouring lubricant into the gap 5 formed between the ground and the ground,
The relative position between the injection member 11 and the check valve 4 can be set very easily.
【0031】即ち、ホース12として硬度の低いホースを
用いた場合であっても、該ホースの伸びの影響を排除し
得ることとなる。このため、硬度の低い従って許容曲げ
半径の小さいホースを使用することでホースリール13の
径を小さくすることが可能となり、該リール13を駆動す
るモーターの出力を小さくすることが可能となる。That is, even if a hose having a low hardness is used as the hose 12, the influence of elongation of the hose can be eliminated. Therefore, it is possible to reduce the diameter of the hose reel 13 by using a hose having a low hardness and thus a small allowable bending radius, and it is possible to reduce the output of the motor that drives the reel 13.
【0032】前述の実施例では、間隙5に滑材を注入す
る場合について説明したが、裏込材を注入する場合であ
っても、本実施例と同一の構成を持った注入部材11を使
用すると共に同一の構成をもった裏込材注入装置を使用
し、同様の操作を行うことで容易に裏込材を注入するこ
とが可能である。In the above-described embodiment, the case where the lubricant is injected into the gap 5 has been described. However, even when the backing material is injected, the injection member 11 having the same structure as that of this embodiment is used. In addition, it is possible to easily inject the backing material by using the backing material injection device having the same configuration and performing the same operation.
【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又は裏込材の注入方法で
は、ホースに生じた伸びに関わらず、注入部材の逆止弁
に対する位置決めを極めて容易に行うことが出来る。こ
のため、二重管の敷設作業を容易に且つ迅速に行うこと
が出来る。As described above in detail, in the method of injecting the lubricant or backing material in the double pipe propulsion method according to the present invention, the injection member is non-returned regardless of the elongation generated in the hose. Positioning with respect to the valve can be done very easily. Therefore, the double pipe laying work can be performed easily and quickly.
【0034】またホースに生じる伸びの影響を排除する
ことが可能となるため、硬度の低い従って許容曲げ半径
の小さいホースを使用することが可能となり、ホースリ
ールの直径及び該リールを駆動するモーターの出力等を
小さくすることが出来る等の特徴を有するものである。Further, since it is possible to eliminate the influence of elongation occurring in the hose, it is possible to use a hose having a low hardness and therefore a small allowable bending radius, and it is possible to use a hose reel diameter and a motor for driving the reel. It has a feature that the output and the like can be reduced.
【図1】推進中の二重管と地山の間に滑材を注入する状
態を説明する図である。FIG. 1 is a diagram illustrating a state in which a lubricant is injected between a double pipe being propelled and a natural ground.
【図2】注入部材の構成を説明する断面図である。FIG. 2 is a cross-sectional view illustrating the configuration of an injection member.
A 二重管 B 滑材注入装置 1 内管 2 外管 3 さや管 4 逆止弁 5 間隙 8 掘削機 9 ウインチ 10 ポンプ 11 注入部材 12 ホース 13 リール 14 操作盤 15,16 パッカー 15b 通路 15c 吐出口 17 ホース 18 チューブ 19 流通管 A double pipe B lubricant injection device 1 inner pipe 2 outer pipe 3 sheath pipe 4 check valve 5 clearance 8 excavator 9 winch 10 pump 11 injection member 12 hose 13 reel 14 operation panel 15, 16 packer 15b passage 15c discharge port 17 Hose 18 Tube 19 Distribution tube
───────────────────────────────────────────────────── 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 (2)
や管を設けると共に外管に該外管の外部とさや管を接続
する逆止弁を設けた二重管を掘削機に後続させて管路を
敷設する際に二重管と地山の間に滑材を注入する注入方
法又は管路を敷設した後二重管と地山の間に裏込材を注
入する注入方法であって、推進すべき二重管の長さと略
等しい間隔を持って二つのパッカーを配置すると共にこ
れ等のパッカーの間に滑材又は裏込材を吐出する吐出口
を設けた注入部材をホースの先端に接続し、前記注入部
材及びホースをさや管内に挿通して所望の位置でパッカ
ーを膨張させて固定し、その後、前記ホースを介して滑
材又は裏込材を供給して注入部材の吐出口から吐出させ
ると共に、該滑材又は裏込材を逆止弁を介して二重管と
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
に於ける滑材又は裏込材の注入方法。1. An excavator having a double pipe in which a sheath pipe is provided between an inner pipe and an outer pipe in a longitudinal direction of the pipe and a check valve for connecting the outer pipe to the outside of the outer pipe is provided on the outer pipe. Injection method of injecting a lubricant between the double pipe and the ground when laying a pipeline after it or injecting a backing material between the double pipe and the ground after laying the pipeline A pouring member provided with two packers arranged at intervals substantially equal to the length of the double pipe to be propelled and having a discharge port for discharging the lubricant or backfill material between these packers. To the tip of the hose, insert the injection member and the hose into the sheath tube, inflate and fix the packer at a desired position, then supply the lubricant or backing material through the hose and inject it. Discharge from the discharge port of the member and inject the lubricant or backfill material between the double pipe and the ground through the check valve. A method for injecting a lubricant or backing material in a double pipe propulsion method characterized by the above.
や管を設けると共に外管に該外管の外部とさや管を接続
する逆止弁を設けた二重管を掘削機に後続させて管路を
敷設する際に二重管と地山の間に滑材を注入する注入方
法又は管路を敷設した後二重管と地山の間に裏込材を注
入する注入方法であって、複数の二重管の長さと略等し
い間隔を持って二つのパッカーを配置すると共にこれ等
のパッカーの間に滑材又は裏込材を吐出する吐出口を設
けた注入部材をホースの先端に接続し、前記注入部材及
びホースをさや管内に挿通して所望の位置でパッカーを
膨張させて固定し、その後、前記ホースを介して滑材又
は裏込材を供給して注入部材の吐出口から吐出させると
共に、該滑材又は裏込材を逆止弁を介して二重管と地山
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
ける滑材又は裏込材の注入方法。2. A double pipe excavator in which a sheath pipe is provided in advance in the longitudinal direction of the pipe between the inner pipe and the outer pipe, and a check valve for connecting the outer pipe to the outside of the outer pipe is provided in the outer pipe. Injection method of injecting a lubricant between the double pipe and the ground when laying a pipeline after it or injecting a backing material between the double pipe and the ground after laying the pipeline In the method, two packers are arranged at intervals substantially equal to the length of a plurality of double pipes, and an injection member provided with a discharge port for discharging a lubricant or backfill material is provided between these packers. Connected to the tip of a hose, insert the injection member and the hose into the sheath tube, inflate and fix the packer at a desired position, and then supply a lubricant or backing material through the hose to inject the injection member. And to inject the lubricant or backfill material between the double pipe and the ground through a check valve. Method for injecting lubricant or backing material in double pipe propulsion method characterized by the above.
Priority Applications (7)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5085113A JPH06272482A (en) | 1993-03-22 | 1993-03-22 | Lubricant or back-filling material filling method in double pipe propulsion construction method |
US08/196,369 US5527135A (en) | 1993-03-03 | 1994-02-15 | Method for injecting lubricant or back-filling material into a space between the outside of double-wall pipes and the ground in the pipe-jacking method and an apparatus therefor |
DE69424188T DE69424188T2 (en) | 1993-03-03 | 1994-02-22 | Process for injecting backfill material into a space between the outside of double-walled pipes and the floor for the pipe pre-pressing method |
KR1019940003083A KR100229398B1 (en) | 1993-03-03 | 1994-02-22 | Infusion method of transfusion-material for jacking method of double-pipe and the apparatus for the same |
EP94301236A EP0613991B1 (en) | 1993-03-03 | 1994-02-22 | Apparatus and for driving pipes into the ground |
EP96113215A EP0750096B1 (en) | 1993-03-03 | 1994-02-22 | A method for injecting back-filling material into a space between the outside of double-wall pipes and the ground in the pipe-jacking method |
DE69406155T DE69406155T2 (en) | 1993-03-03 | 1994-02-22 | Method and device for driving pipes into the ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5085113A JPH06272482A (en) | 1993-03-22 | 1993-03-22 | Lubricant or back-filling material filling method in double pipe propulsion construction method |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH06272482A true JPH06272482A (en) | 1994-09-27 |
Family
ID=13849577
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5085113A Pending JPH06272482A (en) | 1993-03-03 | 1993-03-22 | Lubricant or back-filling material filling method in double pipe propulsion construction method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH06272482A (en) |
-
1993
- 1993-03-22 JP JP5085113A patent/JPH06272482A/en active Pending
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