JPS60246993A - Method and apparatus for propelling underground pipe - Google Patents

Method and apparatus for propelling underground pipe

Info

Publication number
JPS60246993A
JPS60246993A JP10164684A JP10164684A JPS60246993A JP S60246993 A JPS60246993 A JP S60246993A JP 10164684 A JP10164684 A JP 10164684A JP 10164684 A JP10164684 A JP 10164684A JP S60246993 A JPS60246993 A JP S60246993A
Authority
JP
Japan
Prior art keywords
cylinder
pressure
cylinders
cylindrical body
underground
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
Application number
JP10164684A
Other languages
Japanese (ja)
Inventor
植村 厚一
誠 植村
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP10164684A priority Critical patent/JPS60246993A/en
Publication of JPS60246993A publication Critical patent/JPS60246993A/en
Pending legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 イ0発明の目的 産業上の利用分野 地中にトンネル状に構築し、車道、歩道、歩車道、水路
、共同溝或いは一朝事ある時の防護施設等その利用範囲
は極めて太きい。
[Detailed Description of the Invention] A. Purpose of the Invention Industrial Field of Use Scope of use of tunnels built underground, roadways, sidewalks, pedestrian paths, waterways, public ditches, and protective facilities in the event of an emergency. is extremely thick.

縦来の技術 3ヶ以上の筒体を縦列に配設し、地中に各筒体を順次所
要位置迄前進させる在来の方法の標準型と云うべきもの
に、(1)推進工法と(2)けん引工法及び(3)けん
引推進工法がある。以上の内(1)及び(2)の面体前
進方法は本願の方法とは根本的に異なるのでそれに関す
る記述は省略する。本願の方法は前記(3)のけん引推
進工法の分野に属するものであるから、(3)に関する
標準的在来工法を述べる。即ち、第1乃至第3筒体の筒
体間に推進ジヤツキ全装着し、全筒体を挿通してけん引
部材を配設し、第1筒体の前部において、けん引部材の
端部に脱着自在の定着具を有するけん引ジヤツキを装着
し、第3筒体以下の各筒体の後部に係止するようにして
けん引部材に脱着自在の定着具全装着して構成した装置
を用いて、適宜に各定着具全開放又は定着し、推進ジヤ
ツキ又はけん引ジヤツキを適宜に作動、開放して第1筒
体から順次各筒体を1工程長づつ前進させて、全筒体が
1工程長前進したならば元に戻p1上記の方法を行い、
以゛下この方法を繰りかえし行なうものである。上記の
方法は基礎的標準方法で、この外にも類似の方法は種々
あるが大同小異である。
Vertical technology The standard conventional method of arranging three or more cylinders in a vertical line and advancing each cylinder into the ground one after another to the desired position is (1) propulsion method and ( There are 2) towing method and (3) towing propulsion method. Among the methods (1) and (2) above, the facepiece advancing methods are fundamentally different from the method of the present application, so a description thereof will be omitted. Since the method of the present application belongs to the field of the above-mentioned (3) traction propulsion method, the standard conventional method related to (3) will be described. That is, the propulsion jack is fully installed between the first to third cylinders, the traction member is inserted through all the cylinders, and the jack is attached and detached to the end of the traction member at the front of the first cylinder. Using a device configured by attaching a towing jack having a freely removable fixing device, and attaching all detachable fixing devices to the traction member so as to be latched to the rear of each cylinder from the third cylinder onwards, , each fixing device was fully opened or fixed, and the propulsion jack or traction jack was operated and opened as appropriate to advance each cylinder one by one step length starting from the first cylinder, so that all the cylinders moved forward by one step length. If so, go back p1 and do the above method,
From now on, this method will be repeated. The above method is a basic standard method, and there are other similar methods, but they are all the same.

発明が解決しようとする問題点 従来の上記方法の難点とするところは、高価な推進ジヤ
ツキの数を減らし、又作業能率を良くして工事費の低減
を計るためジヤツキのピストンのストローク長を長くす
る結果、各ケの筒体長を長くすることになり、筒体長が
長くなる結果、この状態で筒体を曲進させようとすると
、大量の余堀をしなければならず、又余堀をするため筒
体の外周面と地盤間に不確定な空間が生じ、ジヤツキ作
動時の反力を確実に支持できなくなり、従って曲進は難
しくなる。勿論筒体を短かくすれは曲進は可能ではある
が、それでは不経済となり、工費の点で不適当な方法と
云うことができる。
Problems to be Solved by the Invention The drawbacks of the conventional methods described above are that in order to reduce the number of expensive propulsion jacks and to improve work efficiency and reduce construction costs, the stroke length of the jack piston has been lengthened. As a result, the length of each cylinder becomes longer, and as a result of the longer length of the cylinder, if you try to move the cylinder in this state, you will have to do a lot of digging, and you will have to do a lot of digging. As a result, an uncertain space is created between the outer peripheral surface of the cylinder and the ground, making it impossible to reliably support the reaction force when the jack is activated, and therefore making it difficult to make a turn. Of course, it is possible to curve the cylinder by making it shorter, but that would be uneconomical and can be said to be an inappropriate method in terms of construction costs.

口1発明の構成 問題点を解決する手段 上記の問題点全解決するために、本願は、高価な推進ジ
ヤツキの代りに邊かに低価格の弾性を有する中空の圧力
部材を用い、1ケの筒体長の曲進の際の曲率半径に応じ
て短かくし、小刻みに前進方向を変えて前進させ、筒体
長を短かくするため余堀も殆んど必要がなくなり、従っ
て圧力部材及びけん引ジヤツキの作動時の反力を確実に
支持させることができ、経済的にかつ安心してほぼ正確
に所定の曲線上を前進させるようにして前記問題点を解
決したものである。
1. Means for solving the structural problems of the invention In order to solve all the above-mentioned problems, the present invention uses a low-cost elastic hollow pressure member at the side instead of an expensive propulsion jack, and a single The length of the cylinder is shortened according to the radius of curvature during bending, and the forward direction is changed little by little to move forward.As the length of the cylinder is shortened, there is almost no need for extra trenching, and therefore the pressure member and traction jack are reduced. The above-mentioned problems have been solved by being able to reliably support the reaction force during operation and moving forward along a predetermined curve economically and reliably and almost accurately.

作用 本願の方法の作用について更に精しく述べれば、筒体の
直進の場合は、第1と第2筒体間の全圧力発生設備を同
圧に作動して、第1筒体を前進させる。この際発生する
反力は勿論第2、第3筒体の外周面と地盤間の摩擦力の
合計力に支持させる。
Function To describe the function of the method of the present application in more detail, when the cylinder moves straight, all the pressure generating equipment between the first and second cylinders are operated to the same pressure to advance the first cylinder. The reaction force generated at this time is of course supported by the total force of the frictional force between the outer peripheral surfaces of the second and third cylindrical bodies and the ground.

次いで、前記全圧力発生設備中の圧力部材内の圧力流体
を送流管より流出できるようにし、第1筒体前部及び第
3筒体後部の定着具を定着して、それぞれの筒体にけん
力部材を介して係止し、第2、第3筒体間の全圧力発生
設備を同圧に作動して、第2筒体全前進させる。次に前
記第2、第3筒体間の全圧力発生設備中の圧力部材内の
圧力流体を送流管よジ流出できるようにして、けん引ジ
ヤツキを作動して、発生する反力を第1、第2筒体に支
持させて、第3筒体を前進させる。第4筒体以下の筒体
の前進は、けん引ジヤツキの定着具全定着し、前進させ
ようとする筒体後部の定着具を定着、筒体に係止させ、
他の定着具を解放しておき、けん引ジヤツキ全作動して
、発生する反力は第1〜第3筒体に支持させて、夫々前
進させる。
Next, the pressure fluid in the pressure member in the total pressure generation equipment is allowed to flow out from the flow pipe, and the fixing devices at the front part of the first cylinder and the rear part of the third cylinder are fixed to each cylinder. The second cylinder is locked via a traction member, and all the pressure generating equipment between the second and third cylinders is operated to the same pressure, so that the second cylinder is fully advanced. Next, the pressure fluid in the pressure member in the total pressure generation equipment between the second and third cylinders is made to flow out through the flow pipe, and the traction jack is operated to transfer the reaction force generated to the first , the third cylinder is moved forward while being supported by the second cylinder. To advance the cylinders from the fourth cylinder onward, fix all the fixing devices of the towing jack, fix the fixing device at the rear of the cylinder to be moved forward, and lock it to the cylinder.
The other fixing devices are released, the traction jack is fully operated, and the generated reaction force is supported by the first to third cylindrical bodies and moved forward, respectively.

以上の方法を繰りかえすことによって筒体群を地中所定
の位置迄前進させる。
By repeating the above method, the cylinder group is advanced to a predetermined position underground.

次に前進線が1部直線、1部曲線、又は全線が曲線であ
るような場合は、筒体全線に沿って曲進させなければな
らない。これ全行なうために最も重要な事項は、既述の
ように筒体長を短かくすること、筒体の方向変位を小刻
みに行なうことである。第1、第2筒体が方向?かえれ
ば第3@体以下は前記の前進路がガイドとなり、その前
進路にそって前進するので、従って第1、第2筒体の前
進方向変位を正確に行えばそれで充分である。そのため
に、本願では曲線の曲率半径に応じて筒体金短かくシ、
方向変位作業易くしである。かくすることによって無要
な余堀の量を殆んどなくすことができ、反力支持も確実
にできる。次に筒体の前進方向をかえ乍ら前進させるに
は筒体を不均衡に押すか、引張るかすれば良い。本願で
は第1、第2筒体を左右、上下更に任意の方向に変位(
方向調正金含む)させるため、第1〜第3筒体の各筒体
間に介在装着する圧力発生設備を、筒体の中心を通る縦
線、横線に対して対称の位置に同能力の圧力発生設備を
装着配設することによってそれを可能とした。即ちそれ
を具体的に説明すれば、第1筒体全平面的に見て右方向
に変位させようと曲線の外側に配設しである全圧力部材
に圧力流体を右側即ち曲線の内側の全圧力部材より量を
多く送流して、膨張を大きくしてやれば容易に右方に変
位し乍ら前進することができる。第2筒体の方向変位作
業は第2筒体の前部が第1筒体の前進前の位置に来た時
から前記の方法を行なえば良い。
Next, if the advancing line is partially straight, partially curved, or entirely curved, the cylinder must be curved along the entire line. In order to accomplish all of this, the most important thing is to shorten the length of the cylinder and to displace the cylinder in small increments, as described above. Directions of the first and second cylinders? In other words, the third and subsequent bodies move forward along the forward path using the forward path as a guide, so it is sufficient to accurately displace the first and second cylindrical bodies in the forward direction. For this purpose, in this application, the cylindrical metal is shortened according to the radius of curvature of the curve,
It is a comb that facilitates directional displacement work. By doing so, it is possible to almost eliminate the amount of unnecessary excess trench, and the reaction force can be supported reliably. Next, in order to move the cylinder forward while changing its advancing direction, the cylinder may be pushed or pulled unbalancedly. In this application, the first and second cylindrical bodies can be displaced left and right, up and down, and in any direction (
(including direction adjustment metal), the pressure generating equipment installed interveningly between each of the first to third cylinders is placed at a position symmetrical to the vertical line and horizontal line passing through the center of the cylinders, and has the same capacity. This was made possible by installing pressure generating equipment. That is, to explain it specifically, in order to displace the first cylinder to the right when viewed from the entire plane, pressurized fluid is applied to all the pressure members disposed on the outside of the curve to the right side, that is, all the parts on the inside of the curve. By sending a larger amount of flow than the pressure member to increase expansion, it is possible to move forward while easily moving to the right. The directional displacement operation of the second cylinder can be carried out in the above-described manner from when the front part of the second cylinder reaches the position before the first cylinder moves forward.

又第3筒体以下の筒体については、曲線の外側に配設し
たけん引ジヤツキのけん引力を内側のものより大きくし
て各筒体をけん引すれば、各筒体は第1、第2筒体の進
路にそって滑らかな曲線を画いて前進することができる
In addition, for the third cylinder and the following cylinders, if each cylinder is towed by making the traction force of the traction jack installed on the outside of the curve larger than that of the one on the inside, each cylinder will be pulled by the first and second cylinders. It can move forward in a smooth curve along the path of its body.

このようにして本願の方法によれば、筒体群の前進を直
進或いは曲進、或いは前進方向調圧等自在に行なうこと
ができるのである。
In this way, according to the method of the present application, the cylinder group can be freely advanced, such as straight forward or curved forward movement, or pressure adjustment in the forward direction.

実施例 以下1実施例をあげて、図面にもとづいて説明する。Example Hereinafter, one embodiment will be described based on the drawings.

第1図〜第4図は第1〜第3筒体間の装置を主とした拡
大図及び1部前進方法を示した拡大図で、第1図は第2
図のA−A矢視平面断面図、第2図は第1図のB−B矢
視断面図で、第1図、第2図共に筒体の断面が面形の場
合を示したもので、第3図は円形の場合で図は第2図に
相当するものである。第4図は第1筒体が変位角aにて
右方に変位前進する平面断面図を示したもので、第5〜
第10図は筒体群が5ケの筒体よりなる場合の筒体の直
進方法を示す工程側面図である。
Figures 1 to 4 are enlarged views mainly showing the device between the first to third cylindrical bodies, and partially showing the advancement method.
Figure 2 is a cross-sectional view taken along line A-A in the figure, and Figure 2 is a cross-sectional view taken along line B-B in Figure 1. Both Figures 1 and 2 show the case where the cross section of the cylinder is planar. , and FIG. 3 corresponds to FIG. 2 in the case of a circular shape. FIG. 4 shows a plan cross-sectional view of the first cylindrical body moving forward as it is displaced to the right at a displacement angle a;
FIG. 10 is a process side view showing a method of moving the cylinders straight when the cylinder group consists of five cylinders.

第1筒体1N、第2筒体1!及び第3筒体りの各筒体間
に、各1〜数ケの弾性を有する中空の圧力部材21.2
宜とこの中空部に直結し、圧力流体を送流又は排流する
送流管3+、:%よりなる1団の圧力発生設備全教団づ
つ介在装着する。この各数回の圧力発生設備の筒体間の
配置位置は筒体の中心を通る縦線8及び横線9に対し夫
々対称になるように配置する。第1図〜第3図に示した
実施例は、1− 団の圧力発生設備が1ケの圧力部材と
1本の送流管より成り、かつ各1団づつの4ケ団の圧力
発生設備を介在させた場合のものを示したものである。
First cylinder 1N, second cylinder 1! And between each cylinder of the third cylinder, there is a hollow pressure member 21.2 each having one to several pieces of elasticity.
A group of pressure generating equipment consisting of a flow pipe 3+, which is directly connected to the hollow part and sends or discharges pressure fluid, is installed in each case. The arrangement positions between the cylinders of the pressure generating equipment for each of these several times are arranged symmetrically with respect to a vertical line 8 and a horizontal line 9 passing through the center of the cylinders. In the embodiment shown in FIGS. 1 to 3, one group of pressure generating equipment consists of one pressure member and one flow pipe, and four groups of pressure generating equipment, one group each. This figure shows the case where .

次に第1筒体II以下の全筒体を挿通してけん別部材4
を配設し、第1筒体11の前部において、脱着自在の定
着具5工を有するけん引ジヤツキ6をけん別部材4の端
部に装着し、更に第3筒体りの後部及びそれ以下の各筒
体の後部において夫々の筒体に定着時係止するようにし
て脱着自在の定着具5をけん別部材4に装着するととも
に、各筒体間に保護筒7を各筒体の前後にかけ渡して装
着して装置全構成させる。次に筒体群の前進方法全第5
図〜第10図により説明する。図は直進の場合を示した
もので、先づ定着具5+、5gは全て解放しておき、第
1、第2筒体1+、lz間の全圧力部材2Iに送流管3
Nより圧力流体を送り込み、全圧力部材2重を同じ厚さ
に膨張させ、第1筒体IIを膨張厚だけ前進させる(第
5図)。次に前記送流管31の元部のポンプ、ヴアルプ
(図示してない)全解放して圧力流体が戻るようにして
おき、けん引ジヤツキ付属の定着具5I及び第3筒体1
8の後部の定着具52を定着して、けん引部拐4を介し
て第1、第3筒体1K、h全連結し、第2、第3筒体1
ト13間の全圧力部材りに送流管島より圧力流体?送り
込み、全圧力部材2t’に同じ厚さに膨張させ、第2筒
体1!全膨張厚だけ前進させる(第6図)。次に第2、
第3筒体11、ls間の全圧力部材22内の圧力流体が
送流管島より戻るようにしておき、けん引ジヤツキ6を
作動して、第3筒体18を第1、第2筒体II、1!の
各前進長だけ前進させる(第7図)。次にけん引ジヤツ
キ6及び定着具5にヲ盛りかえ、定着し、第3、第4筒
体13.14間の定着具5!全解放し、第4、第5筒体
間の定着具5.全定着して、けん引ジヤツキ6を作動し
て、第4筒体14ヲ第1筒体11の前進長だけ前進させ
る(第8図〕。次に第5筒体18の前進は前記第4iW
体の前進方法に準じて行なえば良い(第9図)。
Next, all the cylinders from the first cylinder II onwards are inserted into the separation member 4.
A traction jack 6 having a removable fixing device 5 is attached to the end of the traction member 4 at the front part of the first cylinder body 11, and the rear part of the third cylinder body and below. At the rear of each cylinder, a removable fixing tool 5 is attached to the separating member 4 so as to be locked to the respective cylinder during fixing, and a protective cylinder 7 is installed between each cylinder at the front and rear of each cylinder. The entire device is configured by passing it over and attaching it. Next, the fifth method for advancing the cylinder group.
This will be explained with reference to FIGS. The figure shows the case of straight movement. First, all the fixing devices 5+ and 5g are released, and the flow pipe 3 is connected to the entire pressure member 2I between the first and second cylindrical bodies 1+ and lz.
Pressurized fluid is fed from N to inflate all the double pressure members to the same thickness, and the first cylindrical body II is advanced by the inflated thickness (Fig. 5). Next, the pump and valve (not shown) at the base of the flow pipe 31 are fully released to allow the pressure fluid to return, and the fixing tool 5I attached to the towing jack and the third cylindrical body 1
8, the first and third cylinders 1K and h are fully connected via the towing unit 4, and the second and third cylinders 1 are fixed.
Pressure fluid from the flow pipe island to the entire pressure member between G and 13? The entire pressure member 2t' is inflated to the same thickness, and the second cylindrical body 1! Advance by the full expanded thickness (Figure 6). Next, the second
The entire pressure fluid in the pressure member 22 between the third cylindrical body 11 and ls is made to return from the flow pipe island, and the traction jack 6 is operated to move the third cylindrical body 18 between the first and second cylindrical bodies. II, 1! (Figure 7). Next, the towing jack 6 and the fixing device 5 are replaced and fixed, and the fixing device 5 is placed between the third and fourth cylinders 13 and 14! Fully release the fixing tool between the fourth and fifth cylinders5. Once fully fixed, the traction jack 6 is operated to advance the fourth cylinder 14 by the forward movement length of the first cylinder 11 (Fig. 8).Then, the movement of the fifth cylinder 18 is as follows.
Just follow the way your body moves forward (Figure 9).

以上の′前進方法は第4筒体14以下の各筒体の1回の
前進長が第3筒体り迄の前進長と同じにした従 ものである。縦ってけん引ジヤツキ6のピストンのスト
ローク長は極めて短かくて良いので、ジヤツキの価格も
安価であり、取扱いも軽便である利点がある。然し一方
、ジヤツキの盛りかえ、定着具の解放、定着等の作業を
ピストンのストローク長を長くした場合に比べ数多く行
なはなければならない不利の点もちる。これを避けるた
め第4筒体14以下の筒体の1回の前進長を大きくして
前進させる方法を示したものが第10図である。即ちス
トローク長の長いけん引ジヤツキ6會用い、第1乃至第
3筒体l111!、18全1群として、前記第3筒体I
S迄の前進方法を数回繰りがえして、筒体群としての前
進長がストローク長になった時、第4筒体14ヲストロ
ーク長前進させる。第5筒体1Bの前進も同様である。
The above-mentioned advancement method is a follow-up in which the length of each cylinder from the fourth cylinder 14 onwards is the same as the length of advancement up to the third cylinder. Since the stroke length of the piston of the vertical traction jack 6 can be extremely short, the jack has the advantage of being inexpensive and easy to handle. On the other hand, however, there is a disadvantage that operations such as repositioning the jack, releasing the fixing tool, fixing, etc. must be performed more often than in the case where the stroke length of the piston is made longer. In order to avoid this, FIG. 10 shows a method of advancing the cylinders from the fourth cylinder 14 onward by increasing the length of one movement. That is, six long-stroke traction jacks are used, and the first to third cylinder bodies l111! , 18 as one group, the third cylindrical body I
The advancing method up to S is repeated several times, and when the advancing length of the cylindrical body group reaches the stroke length, the fourth cylindrical body 14 is advanced by the stroke length. The same applies to the advancement of the fifth cylindrical body 1B.

この方法によればけん引ジヤツキが長く、大型になり高
価になる不利はあるが、第4筒体以下の筒体の前進作業
は簡素化される利点がある。筒体数が多くなればなる程
この利点効果は増大する。
Although this method has the disadvantage that the traction jack is long, large, and expensive, it has the advantage that the work of advancing the fourth and subsequent cylinders is simplified. This advantageous effect increases as the number of cylinders increases.

次に本願発明の目的である筒体の曲進について述べる。Next, the curvature of the cylinder, which is the object of the present invention, will be described.

第4図に示すように、筒体を右方に曲進させようとする
には、第1と第2筒体1+、It間の左側に配設しであ
る全圧力部材2Iの膨張厚が右側に配設しである全圧力
部材2Iの膨張厚より大きくなるように、送流管3Iよ
シの送流する圧力流体の量を加減して圧力流体を送りこ
むことにより、第1筒体IIは前進方向を変位角aだけ
右方へ変位し乍ら前進する。次に図示してはないが、送
流管3Iより圧力流体が戻るようにしておき、第2、第
3筒体す、、 la間の圧力部材ムに対して、圧力部材
2Iに対して行なった方法と同様の方法を行なうことに
より、第2筒体12は第1m体IIに追随して変位角a
変位し乍ら前進する。第3筒体1s゛以下の筒体の前進
は左右両側のけん引ジヤツキ6の作動ストローク長全加
減することにより、夫々前方筒体に追随して方向を変え
乍ら前進する。
As shown in FIG. 4, in order to move the cylinder to the right, the expansion thickness of the entire pressure member 2I, which is disposed on the left side between the first and second cylinders 1+ and It, must be By adjusting the amount of pressure fluid sent through the flow pipe 3I and feeding the pressure fluid so that the thickness becomes larger than the expansion thickness of the entire pressure member 2I disposed on the right side, the pressure fluid is sent to the first cylindrical body II. moves forward while moving the forward direction to the right by the displacement angle a. Next, although not shown, the pressure fluid is made to return from the flow pipe 3I, and the pressure fluid is applied to the pressure member 2I between the second and third cylindrical bodies S and LA. By performing a method similar to that described above, the second cylindrical body 12 follows the first m-th body II and changes the displacement angle a.
Move forward while being displaced. The third cylindrical body moves forward by adjusting the operating stroke length of the left and right traction jacks 6 to move forward while changing direction to follow the front cylindrical body.

以上において筒体は成るべく短かく、変位角aは小さく
して、筒体を小刻みに曲進させることが望ましい。
In the above, it is desirable to make the cylinder as short as possible, to make the displacement angle a small, and to move the cylinder in small steps.

以上によって明らかなように、筒体の前進方法は、直線
部分は直進方法により、曲線部分は曲進方法によって前
進させるのである″。
As is clear from the above, the cylindrical body is advanced by a straight-line method for straight portions and by a curved method for curved portions.

尚前進させようとする筒体の前進反力は残余の筒体の外
周面と地盤間の摩擦力の合計力に支持させる。
The forward reaction force of the cylindrical body to be moved forward is supported by the total force of the frictional force between the remaining outer peripheral surface of the cylindrical body and the ground.

保護筒7は勿論各部体間より土砂、地下水等がハ1発明
の効果 本発明によって、既に述べた在米工法の難事としている
筒体群の地中曲進を、筒体長を短かくし、かつ、第1乃
至第3筒体間に安価にして、弾性金有する中空の圧力部
材を装着することによって、余堀をなくシ、各筒体を小
刻みに変位させ乍ら、経済的に、かつ確実、容易に前進
させることができ、この効果は極めて大きい。
Of course, earth and sand, ground water, etc. are removed from between each part of the protective tube 7. C1 Effects of the invention By the present invention, the underground bending of the tube group, which is a difficult problem with the American construction method mentioned above, can be avoided by shortening the length of the tube, and By installing an inexpensive hollow pressure member made of elastic metal between the first to third cylindrical bodies, it is possible to eliminate the excess hole and displace each cylindrical body in small increments, economically and reliably. , can be easily advanced, and this effect is extremely large.

以上実施例をあげて本発明の詳細な説明したが、勿論本
発明は記述した実施例のみに限定するものではなく、趣
意を逸脱しない範囲において設計の改変をなし得るもの
である。
The present invention has been described in detail with reference to the embodiments above, but of course the present invention is not limited to the described embodiments, and the design may be modified within the scope of the invention.

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

第1図〜第3図は本発明に係る実施例の第1〜第3筒体
部分の拡大図で、第1図は第2図のA −A矢視平面断
面図、第2図は第1図のB−B矢視断面図、第3図は別
の実施例の断面図、第4図は更に別の実施例の平面断面
図、第5図〜第10図は更に別の実施例の筒体群の前進
方法を示す工程側面図である。 符号 II+ b + In + 1+、Is°簡 体2+ 
、 2e・・・・・・・・・・圧力部器3+ 、 3x
・・・・・・・・・・送 流 管4 ・・・・・・・・
・・・・・けん力部材5+ 、 52・・・・・・・・
・定着具6 ・・・・・・・・・・・・・・ けん引ジ
ヤツキ7 ・・・・・・・・・・・・・・ 保 護 簡
8・・・・・・・・・・・・・・縦 線9・・・・・・
・・・・・・・・横 線a・・・・・・・・・・・・・
変位角 (ほか1名) ノH@ 冶21コ
1 to 3 are enlarged views of the first to third cylindrical portions of the embodiment according to the present invention. 1 is a sectional view taken along line B-B in FIG. 1, FIG. 3 is a sectional view of another embodiment, FIG. 4 is a plan sectional view of yet another embodiment, and FIGS. 5 to 10 are still another embodiment. FIG. 3 is a process side view showing a method of advancing the cylinder group. Sign II + b + In + 1+, Is° simplified 2+
, 2e......Pressure device 3+, 3x
.........Feed pipe 4...
... Traction member 5+, 52...
・Fixing device 6 ・・・・・・・・・・・・・・・ Towing jack 7 ・・・・・・・・・・・・・・・ Protection Simple 8 ・・・・・・・・・・・・・・・Vertical line 9・・・・・・
・・・・・・・・・Horizontal line a・・・・・・・・・・・・
Displacement angle (1 other person) NoH @ Ji21

Claims (1)

【特許請求の範囲】 (1)縦列に配設した3ケ以上の筒体を地中に順次前進
させる方法に関し、前方より第1、第2、第3筒体の各
筒体間において、弾性會有する中空の環状又は楕円状の
圧力部材の1〜複数ケよりなり、かつ流体の送流管全圧
力部材に取りつけてなる1団の圧力発生設備を、筒体の
前進方向を自圧に変更し得るように各筒体間の適宜ケ所
に複数回介在配設し、第1筒体及びそれ以下の全筒体を
挿通してけん引部材を配設し、第1筒体の前部において
脱着自在の定着具を有するけん引ジヤツキをけん引部材
の端部に装着するとともに第3筒体の後部及びそれ以下
の各筒体の後部において脱着自在の定着具を夫々けん引
部材に装着するとともに各筒体間に保護筒を装着して筒
体の前進装置を構成させて、先づけん引ジヤツキ付属の
定着具を解放し、第1、第2筒体間に圧力発生設備の圧
力部材に送流管より圧力流体全圧送し、圧力部材を膨張
させ、その時の反力を第2、第3筒体に受けさせ、第1
筒体を前進させ、次いで、前記定着具及び第3筒体後部
の定着具全定着し、第1、第2筒体間の全圧力部材中の
圧力流体を送流管より戻るようにするとともに、第2、
第3筒体間の圧力発生設備の圧力部材に送流管より圧力
流体全圧送し、膨張させ、その時の反力を第3、第1筒
体に受けさせ、第2筒体を前進させ、次に前記圧力部材
中の圧力流体を送流管より戻るようにして、けん引ジヤ
ツキを作動し、その反力金弟1、第2筒体に受けさせて
、第3筒体を第1、第2筒体の前進距離にほぼ同じたけ
前進させ、以上の方法を繰りかえし行なって3ケの筒体
を地中に順次前進させる。筒体が4ケ以上になった場合
の第4筒体以下の筒体は第3筒体の前進と同じく、けん
引ジヤツキ作動によりけん引前進させることにより3ケ
以上の筒体を地中に前進させることを特徴とする地中筒
体の前進方法。 (2)筒体長は筒体前進曲線の曲率半径に応じて決定す
る特許請求の範囲第(1)項記載の地中筒体の前進方法
。 (3)筒体間における圧力発生設備の各回の配置は、筒
体の中心を通る縦線及び横線に対し、夫々対称の位置と
する特許請求の範囲第(1)項記載の地中筒体の前進方
法。 (4)筒体の前進において、直進の場合は、全圧力発生
設備の全圧力部材に同圧の圧力流体を送流させて前進さ
せる特許請求の範囲第(1)項記載の地中筒体の前進方
法。 (5)筒体の前進において、曲進の場合は、圧力流体の
圧力又は圧流量を加減して、曲線の外方に位置する圧力
部材の膨張全内側のそれより大にして第1、第2筒体全
夫々曲進させる特許請求の範囲第(1)項記載の地中筒
体の前進方法。 (6)縦列に配設した3ヶ以上の筒体の前方より第1〜
第3WI体の各筒体間において、弾性を有する中空の圧
力部材の1乃至複数ケよりなり、かつ流体め送流管を圧
力部材に取りつけてなる1団の圧力発生設備を、筒体の
前進方向を自在に変更し得るように、各筒体間の適宜位
置に複数回介在配設し、第1筒体及びそれ以下の全筒体
全挿通してけん側部材全配設し、第1筒体の前部におい
て脱着自在の定着具を有するけん引ジヤツキ全けん引部
材の端部に装着するとともに、第3筒体の後部及びそれ
以下の各筒体の後部に係止するようにしてけん引部材に
脱着自在の定着具を装着するとともに、各筒体間に保護
筒を装着してなる地中筒体の前進装置。 (7)圧力部材の平面形は環状とする特許請求の範囲第
(6)項記載の地中筒体の前進装置。 (8)圧力部材の平面形は楕円状とする特許請求の範囲
第(6)項記載の地中筒体の前進装置。 (9)圧力部材の平面形はドーナツト状とする特許請求
の範囲第(6)項記載の地中筒体の前進装置。 (6)筒体間の適宜位置に配設する圧力発生設備の複数
回の配役位置は筒体断面の中心点を通る縦線及び横線に
対し、夫々対称の位置とする特許請求の範囲第(6)項
記載の地中筒体の前進装置。
[Claims] (1) Regarding a method for sequentially advancing three or more cylinders arranged in a column into the ground, an elastic force is applied between the first, second, and third cylinders from the front. A group of pressure generating equipment consisting of one or more hollow annular or elliptical pressure members and attached to all pressure members of the fluid flow pipe is changed in the forward direction of the cylinder to self-pressure. The traction member is interposed multiple times at appropriate locations between each cylinder so as to allow the traction member to be inserted through the first cylinder and all the cylinders below it, and is attached and detached at the front of the first cylinder. A towing jack having a removable fixing device is attached to the end of the towing member, and a detachable fixing device is attached to the towing member at the rear of the third cylinder and the rear of each of the subsequent cylinders, and each cylinder Attach a protective cylinder between them to configure the cylinder advancement device, release the fixing device attached to the traction jack first, and connect the pressure member of the pressure generating equipment between the first and second cylinders with the flow pipe. The pressure fluid is fully pumped, the pressure member is expanded, the reaction force at that time is received by the second and third cylinders, and the first
The cylinder is advanced, and then the fixing device and the fixing device at the rear of the third cylinder are all fixed, and the pressure fluid in all the pressure members between the first and second cylinders is returned from the flow pipe. , second,
Fully pumping the pressure fluid from the flow pipe to the pressure member of the pressure generation equipment between the third cylindrical body, causing it to expand, causing the third and first cylindrical bodies to receive the reaction force at that time, and advancing the second cylindrical body, Next, the pressure fluid in the pressure member is returned from the flow pipe, the traction jack is operated, and the reaction force is received by the first and second cylindrical bodies, and the third cylindrical body is moved into the first and second cylinders. The three cylinders are moved forward approximately the same distance as the two cylinders, and the above method is repeated to advance the three cylinders into the ground one after another. When the number of cylinders is four or more, the cylinders from the fourth cylinder onwards are towed forward by the traction jack operation in the same way as the third cylinder is advanced, and the three or more cylinders are advanced into the ground. A method of advancing an underground cylinder characterized by the following. (2) The method for advancing an underground cylinder according to claim (1), wherein the length of the cylinder is determined according to the radius of curvature of the cylinder advancement curve. (3) The underground cylinder according to claim (1), wherein the arrangement of the pressure generating equipment between the cylinders is symmetrical with respect to a vertical line and a horizontal line passing through the center of the cylinder. How to move forward. (4) In the advancement of the cylinder, in the case of straight movement, the underground cylinder according to claim (1), in which pressure fluid of the same pressure is sent to all pressure members of all pressure generating equipment to advance the cylinder. How to move forward. (5) When moving the cylinder forward in a curved direction, adjust the pressure or pressure flow of the pressure fluid so that the expansion of the pressure member located outside the curve is greater than that of the pressure member located on the inside of the curve. A method for advancing an underground cylindrical body according to claim (1), in which all two cylindrical bodies are moved forward. (6) From the front of three or more cylinders arranged in a column, the first to
Between each cylindrical body of the third WI body, a group of pressure generating equipment consisting of one or more elastic hollow pressure members and a fluid flow pipe attached to the pressure members is installed so that the cylindrical body can move forward. In order to freely change the direction, the first cylinder is interposed multiple times at an appropriate position between each cylinder, and the first cylinder and all the cylinders below it are fully inserted to completely dispose the first cylinder. A towing jack having a detachable fixing device at the front part of the cylindrical body is attached to the end of all the traction members, and is latched to the rear part of the third cylindrical body and the rear part of each of the cylindrical bodies below it. An advancement device for underground cylindrical bodies, which is equipped with a removable fixing device and a protective tube between each cylindrical body. (7) The underground cylinder advancing device according to claim (6), wherein the pressure member has an annular planar shape. (8) The underground cylinder advancing device according to claim (6), wherein the pressure member has an elliptical planar shape. (9) The underground cylinder advancing device according to claim (6), wherein the pressure member has a donut-like planar shape. (6) The multiple positions of the pressure generating equipment disposed at appropriate positions between the cylinders are symmetrical with respect to the vertical line and the horizontal line passing through the center point of the cross section of the cylinder. 6) The advancement device for the underground cylindrical body described in section 6).
JP10164684A 1984-05-22 1984-05-22 Method and apparatus for propelling underground pipe Pending JPS60246993A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10164684A JPS60246993A (en) 1984-05-22 1984-05-22 Method and apparatus for propelling underground pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10164684A JPS60246993A (en) 1984-05-22 1984-05-22 Method and apparatus for propelling underground pipe

Publications (1)

Publication Number Publication Date
JPS60246993A true JPS60246993A (en) 1985-12-06

Family

ID=14306140

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10164684A Pending JPS60246993A (en) 1984-05-22 1984-05-22 Method and apparatus for propelling underground pipe

Country Status (1)

Country Link
JP (1) JPS60246993A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS621996A (en) * 1985-05-23 1987-01-07 トピー栄進建設株式会社 Method of curve propulsion construction of propulsion pipe
JPS6299653U (en) * 1985-12-10 1987-06-25
JP4767871B2 (en) * 2004-02-19 2011-09-07 トリュンピ・シュテファン How to advance multiple pipe elements in the ground

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55116996A (en) * 1979-03-02 1980-09-08 Uemura Koichi Method and device for moving cylinder forth
JPS563796A (en) * 1979-06-16 1981-01-16 Marcon Int Ltd Method of lining tunnel and tunnel lining piece assembly

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55116996A (en) * 1979-03-02 1980-09-08 Uemura Koichi Method and device for moving cylinder forth
JPS563796A (en) * 1979-06-16 1981-01-16 Marcon Int Ltd Method of lining tunnel and tunnel lining piece assembly

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS621996A (en) * 1985-05-23 1987-01-07 トピー栄進建設株式会社 Method of curve propulsion construction of propulsion pipe
JPS6299653U (en) * 1985-12-10 1987-06-25
JPH0545642Y2 (en) * 1985-12-10 1993-11-24
JP4767871B2 (en) * 2004-02-19 2011-09-07 トリュンピ・シュテファン How to advance multiple pipe elements in the ground

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