JPH0255597B2 - - Google Patents

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Publication number
JPH0255597B2
JPH0255597B2 JP23896783A JP23896783A JPH0255597B2 JP H0255597 B2 JPH0255597 B2 JP H0255597B2 JP 23896783 A JP23896783 A JP 23896783A JP 23896783 A JP23896783 A JP 23896783A JP H0255597 B2 JPH0255597 B2 JP H0255597B2
Authority
JP
Japan
Prior art keywords
cylinder
reaction force
cable
hole
starting
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
Application number
JP23896783A
Other languages
Japanese (ja)
Other versions
JPS60133198A (en
Inventor
Koichi Uemura
Makoto Uemura
Shinichi Maruta
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 JP23896783A priority Critical patent/JPS60133198A/en
Publication of JPS60133198A publication Critical patent/JPS60133198A/en
Publication of JPH0255597B2 publication Critical patent/JPH0255597B2/ja
Granted legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、地中に筒体を掘削・前進させる推進
工法で、筒体発進用の反力受けの築造方法に関す
る。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a propulsion method for excavating and advancing a cylindrical body underground, and to a method for constructing a reaction force receiver for launching the cylindrical body.

〔従来の技術〕[Conventional technology]

従来、発進孔内に筒体を設置し、この発進孔か
ら地中に筒体を掘削前進させる推進工法では、そ
の推進力の反力受は、発進孔内で筒体後方に反力
壁を構築し、この反力壁にとらせて推進ジヤツキ
により筒体を前進させている。
Conventionally, in the propulsion method, a cylindrical body is installed in a launching hole and the cylindrical body is excavated into the ground from this launching hole and advanced. The reaction wall is used to move the cylinder forward using a propulsion jack.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

しかし、この反力壁は固定的なもので、筒体前
進に伴い筒体と反力壁の間隔は広まり推進ジヤツ
キと筒体の間にスペーサーを次々と当て足してゆ
かねばならず筒体1本がせいぜい2〜4m長さの
中形短小筒体用の推進にしか用いられていない欠
点があつた。
However, this reaction wall is fixed, and as the cylinder advances, the distance between the cylinder and the reaction wall increases, and spacers must be added one after another between the propulsion jack and the cylinder. The drawback was that the book was only used for propulsion for medium-sized short cylinders with a length of 2 to 4 meters at most.

本願発明の目的は前記在来推進工法の上記の欠
点を除去し、大型で延長大なる筒体の前進を可能
とする為に開発された優れた可動反力受の築造方
法を提供するものである。
The purpose of the present invention is to eliminate the above-mentioned drawbacks of the conventional propulsion method and to provide an excellent method for constructing a movable reaction force receiver developed to enable the advancement of a large and extended cylindrical body. be.

〔課題を解決するための手段〕[Means to solve the problem]

本発明は前記目的を達成するため、発進孔内に
筒体を設置し、またこの筒体を地中に水平前進さ
せるための反力受を築造する方法に関し、前記発
進孔内に設置する筒体の断面中両側面下部の各底
面及び側面よりそれぞれ外方に一部適宜張り出す
断面を有する末貫通の小型トンネル状横孔を発進
孔から前方に向い地中に適宜長さにわたり形成
し、前記横孔の張り出し部分に索条を挿入し、そ
の索条前端部を固定材にて固定しかつこの張り出
し部分にコンクリートを打設して索条前部を固定
する地中反力体を発進孔前方下部に構築し、索条
の後部は発進孔の筒体後方へ伸長させ筒体の後方
に配設する可動反力受部材に定着具を介して脱着
自在に固定することを要旨とするものである。
In order to achieve the above object, the present invention relates to a method for installing a cylindrical body in a launch hole and building a reaction force receiver for horizontally advancing the cylindrical body underground. A small tunnel-shaped horizontal hole with a penetrating end having a cross section that partially protrudes outward from the bottom and side surfaces of the lower part of both sides in the cross section of the body is formed facing forward from the starting hole and extending for an appropriate length in the ground, A cable is inserted into the overhanging part of the horizontal hole, the front end of the cable is fixed with a fixing material, and concrete is poured into this overhanging part to start the underground reaction force body that fixes the front part of the cable. The main idea is that the cable is constructed at the lower part in front of the hole, and the rear part of the cable is extended to the rear of the cylinder of the launch hole and removably fixed via a fixing device to a movable reaction force receiving member arranged at the rear of the cylinder. It is something.

〔実施例〕〔Example〕

以下、図面について本発明の実施例を詳細に説
明する。
Embodiments of the present invention will be described in detail below with reference to the drawings.

第1図中、1はコンクリート製の筒体であり、
これは後述の発進基地としての発進孔内に設置す
るものである。
In Figure 1, 1 is a concrete cylinder;
This is installed inside a launch hole that will be described later as a launch base.

該筒体1の底部外面2と側部外面3の外側に、
一部張り出した小型トンネル状の横孔4を発進孔
5の前方に向けて形成する。
On the outside of the bottom outer surface 2 and the side outer surface 3 of the cylinder 1,
A small tunnel-shaped horizontal hole 4 that partially projects is formed toward the front of the starting hole 5.

この横孔4は張り出し部4′として、張り出し
底部2′と張り出し側面3′を有するもので、筒体
1の前進方向に向い筒体全延長Lにわたらず途中
まで所要長さl分だけを掘進した末貫通の小型ト
ンネルとして形成する。
This horizontal hole 4 has an overhanging bottom part 2' and an overhanging side surface 3' as an overhanging part 4', and faces in the forward direction of the cylinder 1 and extends only a required length l halfway through the cylinder body, not over the entire extension L. After excavation, it is formed as a small tunnel that passes through the tunnel.

次に、前記末貫通の横孔4内の張り出し部4′
に、PC鋼線等を用いる連結部材としての索条6
を挿入し、かつこの張り出し部4′にコンクリー
トを打設し、また該コンクリート打設部より突出
する索条6の前部を固定材7にて固定する。
Next, the overhanging portion 4' in the horizontal hole 4 passing through the end
The cable 6 as a connecting member using PC steel wire etc.
is inserted, concrete is poured into this overhanging portion 4', and the front portion of the cable 6 protruding from the concrete pouring portion is fixed with a fixing member 7.

このようにすれば、索条6はコンクリートで固
定され、このコンクリート打設部分が地中反力体
8として構築される。
In this way, the cable 6 is fixed with concrete, and this concreted part is constructed as the underground reaction force body 8.

一方、索条6の後部は発進孔5内の発進台5′
上の筒体1の後方に伸長し、筒体1のうち後部の
筒体の後方に設ける横バー状の可動反力受部材9
に定着具10にて脱着自在に固定する。
On the other hand, the rear part of the cable 6 is a starting platform 5' in the starting hole 5.
A horizontal bar-shaped movable reaction force receiving member 9 that extends rearward of the upper cylinder 1 and is provided at the rear of the rear cylinder of the cylinder 1.
It is removably fixed with a fixing device 10.

この固定は、直接又は間接的に可動反力受部材
9に対し、索条6を装着把持させるようにする。
This fixation is performed by directly or indirectly attaching and gripping the cable 6 to the movable reaction force receiving member 9.

また、コンクリートによる地中反力体8は同じ
くコンクリートによる発進台5′と一体的に連結
してもよい。
Further, the underground reaction force body 8 made of concrete may be integrally connected to the starting platform 5' also made of concrete.

さらに、地中反力体8や発進台5′の下方にキ
ー12を突設すれば、より地中摩擦力の増大を図
ることができる。
Furthermore, if the key 12 is provided protrudingly below the underground reaction body 8 and the starting platform 5', it is possible to further increase the underground frictional force.

このようにして、筒体1を前進させるには、定
着具10にて索条6に取り付けられた可動反力受
部材9と筒体1との間に推進ジヤツキを介在させ
て索条6を介して地中反力体8に推進の反力をと
り、推進ジヤツキの1ストローク分筒体1を推進
させ、推進ジヤツキのピストンストロークをもど
し定着具10を解放し、可動反力受部材9ととも
に前方へ移動させ、再び定着具10にて索条6を
可動反力受部材9に定着固定し、推進ジヤツキに
て可動反力受部材9に反力をとり筒体を推進する
ことを繰り返す。
In order to advance the cylinder 1 in this way, a propulsion jack is interposed between the movable reaction force receiving member 9 attached to the cable 6 by the fixing device 10 and the cylinder 1, and the cable 6 is moved forward. The reaction force of propulsion is taken by the underground reaction force body 8 through the underground reaction force body 8, the one-stroke cylinder body 1 of the propulsion jack is propelled, the piston stroke of the propulsion jack is returned, the fixing device 10 is released, and together with the movable reaction force receiving member 9. Moving it forward, fixing the cable 6 to the movable reaction force receiving member 9 again using the fixing device 10, and taking the reaction force to the movable reaction force receiving member 9 using the propulsion jack to propel the cylindrical body are repeated.

また、他の方法として図示のように可動反力受
部材9に貫挿される索条6を可動反力受部材9の
後方に装着介在させる中孔ジヤツキ(又は中孔ジ
ヤツキと同様作用するけん引装置)11は中孔部
に貫通してその前部を脱着自在の定着具10にて
間接的に定着し、筒体1後部に可動反力受部材9
を密接して、中孔ジヤツキ11を操作伸長するこ
とにより地中反力体8に反力をとる索条6を介し
て可動反力受部材9を前進させることにより同時
に筒体1を前進させる。
In addition, as another method, as shown in the figure, a hollow jack (or a traction device that operates similarly to a hollow jack) in which the cable 6 inserted through the movable reaction force receiving member 9 is attached and interposed behind the movable reaction force receiving member 9 is also available. ) 11 penetrates the inner hole and indirectly fixes the front part with a removable fixing tool 10, and a movable reaction force receiving member 9 is attached to the rear part of the cylinder body 1.
are brought into close contact with each other, and by operating and extending the hollow jack 11, the movable reaction force receiving member 9 is advanced via the cable 6 which takes a reaction force to the underground reaction force body 8, and the cylinder body 1 is simultaneously advanced. .

〔発明の効果〕〔Effect of the invention〕

以上述べたように筒体発進用の反力受の築造方
法は、発進孔内に筒体を設置し、またこの筒体を
地中に水平前進させるための反力受を築造する方
法において、次のように優れたものである。
As described above, the method for constructing a reaction force receiver for launching a cylinder is a method in which a cylinder is installed in a launch hole and a reaction force receiver for horizontally advancing the cylinder into the ground is constructed. It is excellent as follows.

1 可動反力受部材は筒体の前進に伴い前進分だ
け前方へ前進移動するので在来推進工法のよう
な筒体の前進毎にジヤツキと筒体間の間隙を充
足するためのスペーサーの裾付附加を必要とし
ないので重い押金部材とその裾付取り外しの繰
り返し手間と時間を省略して経済性に富み工期
短縮となる。
1 The movable reaction force receiving member moves forward by the amount of forward movement as the cylinder moves forward, so each time the cylinder moves forward, as in the conventional propulsion method, the hem of the spacer is used to fill the gap between the jack and the cylinder. Since no attachment is required, the heavy press member and the time and effort of repeatedly removing the hem are omitted, making it highly economical and shortening the construction period.

2 前記のようにスペーサーを必要としないので
本方法は延長の大きい1筒体でも前方へ長大距
離を前進させることができ在来推進工法のよう
な1ケの筒体延長の制限を受けない。
2. As mentioned above, since a spacer is not required, this method can advance a long distance forward even with a single cylinder with a large extension, and is not limited by the extension of one cylinder as in conventional propulsion methods.

3 筒体の後部には可動反力受部材が密着して筒
体と共に前進するか可動反力受部材と筒体間と
の間には推進ジヤツキだけしか介在せず在来推
進工法に必要なスペーサーの附加延長を必要と
しないので押金部材のトビハネ等の危険性は除
かれ且つ安価で工期を短縮する。
3. Either the movable reaction force receiving member is in close contact with the rear of the cylinder and moves forward together with the cylinder, or there is only a propulsion jack between the movable reaction force receiving member and the cylinder, which is necessary for conventional propulsion methods. Since there is no need to add or extend a spacer, there is no danger of the presser member springing out, etc., and the construction period is shortened at low cost.

4 地中反力体と筒体底部外面と側部外面との接
触があるので、筒体の上下勾配と左右の方向を
正しくガイドして筒体の方向を筒体初期発進時
から中途まだ正しく方向づけその後の方向をも
正しく導くのに役立ち正確性と工期短縮に大い
に利するとともに方向修正の手間を節約して経
済性に富む。
4. Since there is contact between the underground reaction force body and the outer surface of the bottom of the cylinder and the outer surface of the side, it is necessary to correctly guide the vertical slope and left and right direction of the cylinder to keep the direction of the cylinder correct from the initial start of the cylinder. It helps to correctly guide the direction after orientation, greatly benefits accuracy and shortens construction time, and saves the effort of direction correction, making it highly economical.

以上説明したように本発明の方法は在来推進工
法に必要とするスペーサーを省き、方向勾配の正
確性に富み、安全性と技術的と経済性に富む外に
在来推進工法では推進不可能な1筒体の長さの制
限を取り除き1筒体の長さを在来推進工法で使用
する筒体長さの何倍もの長さの筒体でも前進使用
することの出来る大きい技術上の利点と優位性が
ある。
As explained above, the method of the present invention eliminates the spacer required in conventional propulsion methods, is highly accurate in directional gradient, is safe, technologically efficient, and economical, and is not propelled by conventional propulsion methods. This technology has the great technical advantage of eliminating the restriction on the length of a single cylinder and allowing the length of a single cylinder to be used forward even if the cylinder length is many times the length of the cylinder used in conventional propulsion methods. There is an advantage.

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

第1図は本発明の筒体発進用の反力受の築造方
法の1実施例を示す縦断正面図、第2図は同上縦
断側面図、第3図は同上平面図である。 1……筒体、2……底部外面、2′……張り出
し部底面、3……側部外面、3′……張り出し部
側面、4……横孔、4′……張り出し部、5……
発進孔、5′……発進台、6……索条、7……固
定材、8……地中反力体、9……可動反力受部
材、10……定着具、11……中孔ジヤツキ、1
2……キー。
FIG. 1 is a longitudinal sectional front view showing one embodiment of the method of constructing a reaction force receiver for starting a cylinder according to the present invention, FIG. 2 is a longitudinal sectional side view of the same, and FIG. 3 is a plan view of the same. DESCRIPTION OF SYMBOLS 1... Cylindrical body, 2... Bottom outer surface, 2'... Bottom surface of overhang, 3... Side outer surface, 3'... Side surface of overhang, 4... Horizontal hole, 4'... Overhang, 5... …
Launching hole, 5'... Starting platform, 6... Cable, 7... Fixing material, 8... Underground reaction force body, 9... Movable reaction force receiving member, 10... Fixture, 11... Medium hole jack, 1
2...Key.

Claims (1)

【特許請求の範囲】[Claims] 1 発進孔内に筒体を設置し、またこの筒体を地
中に水平前進させるための反力受を築造する方法
に関し、前記発進孔内に設置する筒体の断面中両
側面下部の各底面及び側面よりそれぞれ外方に一
部適宜張り出す断面を有する末貫通の小型トンネ
ル状横孔を発進孔から前方に向い地中に適宜長さ
にわたり形成し、前記横孔の張り出し部分に索条
を挿入し、その索条前端部を固定材にて固定しか
つこの張り出し部分にコンクリートを打設して索
条前部を固定する地中反力体を発進孔前方下部に
構築し、索条の後部は発進孔の筒体後方へ伸長さ
せ筒体の後方に配設する可動反力受部材に定着具
を介して脱着自在に固定することを特徴とした筒
体発進用の反力受の築造方法。
1 Regarding the method of installing a cylinder in a launch hole and building a reaction force receiver for horizontally advancing this cylinder into the ground, A small, penetrating tunnel-like horizontal hole with a cross section that partially overhangs outward from the bottom and side surfaces is formed facing forward from the starting hole and extends to an appropriate length in the ground, and a cable is installed in the overhanging portion of the horizontal hole. Insert the cable, fix the front end of the cable with a fixing material, and place concrete on this overhanging part to construct an underground reaction force body at the lower front of the launch hole to fix the front part of the cable. A reaction force receiver for starting a cylinder whose rear part extends toward the rear of the cylinder in the starting hole and is detachably fixed to a movable reaction force receiving member disposed at the rear of the cylinder via a fixing device. Construction method.
JP23896783A 1983-12-20 1983-12-20 Method and apparatus for constructing movable repulsive force receiver Granted JPS60133198A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23896783A JPS60133198A (en) 1983-12-20 1983-12-20 Method and apparatus for constructing movable repulsive force receiver

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23896783A JPS60133198A (en) 1983-12-20 1983-12-20 Method and apparatus for constructing movable repulsive force receiver

Publications (2)

Publication Number Publication Date
JPS60133198A JPS60133198A (en) 1985-07-16
JPH0255597B2 true JPH0255597B2 (en) 1990-11-27

Family

ID=17037953

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23896783A Granted JPS60133198A (en) 1983-12-20 1983-12-20 Method and apparatus for constructing movable repulsive force receiver

Country Status (1)

Country Link
JP (1) JPS60133198A (en)

Also Published As

Publication number Publication date
JPS60133198A (en) 1985-07-16

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