JPH0358040B2 - - Google Patents

Info

Publication number
JPH0358040B2
JPH0358040B2 JP2907184A JP2907184A JPH0358040B2 JP H0358040 B2 JPH0358040 B2 JP H0358040B2 JP 2907184 A JP2907184 A JP 2907184A JP 2907184 A JP2907184 A JP 2907184A JP H0358040 B2 JPH0358040 B2 JP H0358040B2
Authority
JP
Japan
Prior art keywords
propulsion
working shaft
cylindrical body
tubes
tube
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
JP2907184A
Other languages
Japanese (ja)
Other versions
JPS60173295A (en
Inventor
Kyomi Morino
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.)
Osaka Gas Co Ltd
Original Assignee
Osaka Gas Co Ltd
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 Osaka Gas Co Ltd filed Critical Osaka Gas Co Ltd
Priority to JP2907184A priority Critical patent/JPS60173295A/en
Publication of JPS60173295A publication Critical patent/JPS60173295A/en
Publication of JPH0358040B2 publication Critical patent/JPH0358040B2/ja
Granted legal-status Critical Current

Links

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】 本発明は、作業坑を地中に掘削形成し、その作
業坑内に推進機を設置し、作業坑に入れた先導用
推進管を推進機によりその作業坑の長手方向に押
込み、多数の後続用推進管を、順次、作業坑内に
入れて、先に押込まれた推進管に連通接当させた
状態で、推進機により先導用推進管と同方向に押
込み、推進管によつて地中に管路を形成する管の
押抜工法の改良に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention involves excavating a working shaft underground, installing a propulsion machine inside the working shaft, and moving a leading propulsion pipe inserted into the working shaft in the longitudinal direction of the working shaft using the propelling machine. Insert a large number of trailing propulsion tubes one after another into the working tunnel, and with the propulsion tubes in communication and contact with the previously pushed propulsion tubes, push them in the same direction as the leading propulsion tube using the propulsion machine. This paper relates to improvements in the method of punching out pipes to form underground pipes.

従来、第12図に示すように、作業坑1aから
直ちに地中へ先導用及び後続用推進管2a,2b
を、作業坑1a内の推進機4で押込み、かつ、そ
れら推進管2a,2bの後端部が作業坑1a内に
突出した状態で、次に押込むべき推進管2bをセ
ツトしていた。しかし、次に押込むべき推進管2
bの長さlに、推進機4設置のための巾l′を加え
た寸法以上に、作業坑1aの推進管2a,2b押
込方向での長さL′を確保しなければならず、実際
には4〜5m程度の長さL′の作業坑1aを掘削形
成していた。そのために、市街地等のように広い
工事面積を確保しにくい場所や地下埋設物の多い
場所では、実施が不能あるいは困難になる欠点が
あつた。また、作業坑1aの容積がかなり大きく
なるために、掘削土砂や埋戻し土砂の取扱量が多
くなり、掘削及び土砂の処理に多大の経費を必要
とする欠点があつた。
Conventionally, as shown in FIG. 12, leading and trailing propulsion pipes 2a and 2b are immediately inserted into the ground from a working shaft 1a.
was pushed into the work shaft 1a by the propulsion device 4, and with the rear ends of these thrust pipes 2a and 2b protruding into the work shaft 1a, the thrust pipe 2b to be pushed next was set. However, the propulsion tube 2 that should be pushed next
The length L' of the working shaft 1a in the pushing direction of the propulsion pipes 2a, 2b must be secured to be greater than the length l of b plus the width l' for installing the propulsion unit 4. A working pit 1a with a length L' of approximately 4 to 5 m was excavated. This has the disadvantage that it is impossible or difficult to carry out in places where it is difficult to secure a large construction area, such as in urban areas, or where there are many underground structures. Further, since the volume of the working pit 1a becomes considerably large, the amount of excavated soil and backfilling soil to be handled increases, resulting in a disadvantage that a large amount of expense is required for excavation and disposal of the soil.

本発明の目的は、推進管1本の長さの割には、
作業坑の掘削形成を、推進管押込方向における長
さが小さい状態で行えるように、かつ、土砂の取
扱量を少くできるようにする点にある。
The purpose of the present invention is to
The purpose of this invention is to enable the excavation and formation of a working shaft in a state where the length in the thrusting direction of the propulsion pipe is small, and to reduce the amount of earth and sand handled.

本発明による管の押抜工法の特徴手段は、地中
に掘削形成した作業坑に先導用推進管を入れる前
に、推進管差込用又は推進機設置用空間を形成す
るための、推進管よりも短い筒状体を、推進管押
込み方向に向かつて又はその反対側に向かつて作
業坑内の推進機により地中に押込み、その押込ま
れた筒状体内の土砂を排除し、推進管を推進機に
対してセツトする際に、その推進管の前端側を筒
状体内に入り込むか、あるいは、推進機を筒状体
内に入り込ませて設置することにあり、その作用
効果は次の通りである。
The characteristic means of the pipe punching method according to the present invention is that, before inserting the leading propulsion tube into a working shaft excavated underground, the propulsion tube is inserted into the propulsion tube to form a space for insertion of the propulsion tube or for installation of the propulsion device. A cylindrical body shorter than When setting it on the aircraft, the front end of the propulsion tube is inserted into the cylindrical body, or the propulsion unit is installed inside the cylindrical body, and the effects are as follows. .

つまり、作業坑1aの掘削形成に際して、第2
図に示すように、推進管押込方向での掘削長さL
が、推進機4及び短い筒状体6をセツトするに十
分で、第12図に示した推進機4及び長い推進管
2bをセツトする場合の長さL′よりもかなり小さ
くなるようにする。
In other words, when excavating and forming the working hole 1a, the second
As shown in the figure, the excavation length L in the direction of pushing the propulsion pipe
However, the length L' is sufficient to set the propulsion device 4 and the short cylindrical body 6, and is considerably smaller than the length L' when the propulsion device 4 and the long propulsion tube 2b shown in FIG. 12 are set.

そして、作業坑1a内から推進管2a,2bを
地中に押込むに際して、第5図及び第9図に示す
ように、推進管2a,2bの前端例を筒状体6内
に差込んだり、又は、第11図に示すように、推
進機4を筒状体6内に入り込ませて、作業坑1a
の掘削長さLが小であるにもかかわらず、推進管
2a,2bを推進機4に対して所定通りにセツト
して地中に押込むのである。
When pushing the propulsion tubes 2a, 2b underground from inside the working shaft 1a, the front ends of the propulsion tubes 2a, 2b are inserted into the cylindrical body 6, as shown in FIGS. 5 and 9. Or, as shown in FIG. 11, the propulsion device 4 is inserted into the cylindrical body 6 and the working shaft 1a
Even though the excavation length L is small, the propulsion tubes 2a and 2b are set in a predetermined manner with respect to the propulsion device 4 and pushed into the ground.

したがつて、市街地や地中埋設物の多い場所等
のように長さLの大きい作業坑1aを掘削形成し
にくい場所であつても、十分に施工できるように
なり、また、作業坑1aの掘削容積及び土砂取扱
量を少くして、工事経費を大巾に削減できるよう
になつた。
Therefore, even in places where it is difficult to excavate and form a work shaft 1a with a large length L, such as in urban areas or places with many underground objects, it is now possible to construct the work shaft 1a satisfactorily. By reducing the excavation volume and the amount of earth and sand handled, construction costs can now be significantly reduced.

次に、実施例を示す。 Next, examples will be shown.

第1図に示すように、管を埋設すべき箇所の両
側において、立坑状の第1及び第2作業坑1a,
1bを掘削形成すると共に、第1作業坑1aの推
進管押込方向での掘削長さLを、推進管2の長さ
lよりも少し大きくして、後述のように第1作業
坑1a内で筒状体6を推進機4にセツトするに十
分な寸法に設定する。
As shown in FIG. 1, on both sides of the location where the pipe is to be buried, there are first and second shaft-shaped working shafts 1a,
1b is excavated and formed, and the excavation length L in the propulsion pipe pushing direction of the first working shaft 1a is made slightly larger than the length l of the propulsion pipe 2, and as described later, in the first working shaft 1a. The dimensions of the cylindrical body 6 are set to be sufficient to set it in the propulsion device 4.

第2図に示すように、鋼材等によつて土留壁5
を第1作業坑1a内に形成し、推進ジヤツキー4
a、バツクコンクリート4b、ガイド4cを有す
る推進機4を第1作業坑1a内に設置し、推進管
2よりも短くかつ大径で切刃6a付の筒状体6
を、ガイド4c上に載置し(第8図参照)、推進
機4及びスペーサ7により筒状体6を土留壁5の
開口8から第2作業坑1bに向かつて第1作業坑
1aの長手方向に地中に押込み、第4図に示すよ
うに、筒状体6を第1作業坑1a内に余り突出し
ないようにセツトし、筒状体6内の土砂を人為的
にあるいは適宜装置によつて排除し、筒状体6の
切刃側小径部6bに切刃9を嵌め込む。
As shown in Figure 2, the earth retaining wall 5 is made of steel etc.
is formed in the first working shaft 1a, and the propulsion jack key 4
A, a propulsion device 4 having a back concrete 4b and a guide 4c is installed in the first working shaft 1a, and a cylindrical body 6 having a diameter shorter and larger than the propulsion pipe 2 and equipped with a cutting edge 6a is installed.
is placed on the guide 4c (see Fig. 8), and the cylindrical body 6 is moved along the longitudinal direction of the first working shaft 1a from the opening 8 of the retaining wall 5 to the second working shaft 1b using the propulsion device 4 and the spacer 7. As shown in Fig. 4, the cylindrical body 6 is set so as not to protrude too much into the first working shaft 1a, and the earth and sand inside the cylindrical body 6 are removed manually or with an appropriate device. Then, the cutting blade 9 is fitted into the small diameter portion 6b of the cylindrical body 6 on the cutting blade side.

第5図に示すように、第1作業坑1a内に入れ
た先導用推進管2aを、鎖線の位置から、点線の
ように筒状体6の大径部6cに入れた後で、ジヤ
ツキー4aの前方に落として、実線のように、ガ
イド4c上に置いた台車10にセツトすると共
に、第6図に示すように、推進管2aの外周面に
沿うように彎曲形成した台車10と、ガイド4c
上にセツトされ、かつ、筒状体6に沿うように彎
曲形成した受台11の作用によつて、筒状体6に
嵌めた筒状切刃9に対して、推進管2aを芯合せ
し、台車10をを推進機4で押して、推進管2a
の前端側を筒状体6内に差込みかつ切刃9に嵌合
させ、第7図に示すように、推進管2aとジヤツ
キー4aの間にスペーサ7を入れる。
As shown in FIG. 5, after inserting the leading propulsion tube 2a into the first working shaft 1a from the position indicated by the chain line into the large diameter portion 6c of the cylindrical body 6 as shown by the dotted line, the jack key 4a As shown in the solid line, the carriage 10 is placed on the guide 4c, and as shown in FIG. 4c
The propulsion tube 2a is centered with respect to the cylindrical cutting blade 9 fitted in the cylindrical body 6 by the action of the pedestal 11 set above and curved along the cylindrical body 6. , the truck 10 is pushed by the propulsion device 4, and the propulsion tube 2a
The front end side is inserted into the cylindrical body 6 and fitted into the cutting blade 9, and as shown in FIG. 7, a spacer 7 is inserted between the propulsion tube 2a and the jack key 4a.

ジヤツキー4aを複数回往復動させると共にス
ペーサ7の設置数を増やして、推進管2aを第2
作業坑1bに向かつて地中に押込み、第8図に示
すように、推進管2aの後端部を筒状体6の小径
部6b内に位置させ、その後、推進管2a内の土
砂を、給水で第1作業坑1a内に流したり、ある
いは、排土スクリユーを利用する等の適当な手段
で排除する。
By reciprocating the jack key 4a multiple times and increasing the number of spacers 7 installed, the propulsion tube 2a is moved to the second position.
It is pushed into the ground toward the working shaft 1b, and as shown in FIG. The soil is removed by an appropriate means such as flowing into the first working pit 1a with water or using a soil removal screw.

第9図に示すように、多数の後続用推進管2b
を、順次、上述の先導用推進管2aと同様に、第
1作業坑1a内に入れ、筒状体6内に差込み、台
車10に載置し、第2作業坑1bに向かつて推進
機4により押込み、内部の土砂を排除し、もつ
て、先に押込まれた推進管2a又は2bに後続の
推進管2bを連通接当させた状態で、地中の推進
管2a,2b全てを第2作業坑1bに向かつて一
体的に推進させ、第10図に示すように、第1作
業坑1aから第2作業坑1bにわたる管路12を
推進管2a,2bにより地中に形成し、作業坑1
a,1bで台車10、受台11、切刃9を回収す
る。
As shown in FIG. 9, a large number of subsequent propulsion pipes 2b
are sequentially put into the first working shaft 1a, inserted into the cylindrical body 6, and placed on the trolley 10 in the same way as the leading propulsion pipe 2a described above. The underground propulsion tubes 2a and 2b are all pushed into the second tube, with the subsequent propulsion tube 2b being in communication contact with the previously pushed propulsion tube 2a or 2b. As shown in FIG. 10, a pipeline 12 extending from the first working shaft 1a to the second working shaft 1b is formed underground by the propulsion pipes 2a and 2b, and 1
The cart 10, pedestal 11, and cutting blade 9 are collected at a and 1b.

最後に、短い導管を推進機4により管路12内
に押込むと共に、前後の導管どうしを第1作業坑
1a内で連通状態で溶接して、第1作業坑1aか
ら第2作業坑1bにわたるパイプラインを形成
し、筒状体6を第1作業坑1aから回収し、第1
及び第2作業坑1a,1b内において地上引出管
をパイプラインに接続するか、あるいは、第1作
業坑1aや第2作業坑1bに一端側が臨む既設又
は新設の導管にパイプラインを接続する等の適当
な処置を施し、第1及び第2作業坑1a,1bを
埋戻す。
Finally, the short conduit is pushed into the conduit 12 by the propulsion device 4, and the front and rear conduits are welded together in a communicating state within the first working shaft 1a, extending from the first working shaft 1a to the second working shaft 1b. A pipeline is formed, the cylindrical body 6 is recovered from the first working hole 1a, and the first
and connecting an above-ground lead-out pipe to the pipeline in the second working shaft 1a, 1b, or connecting the pipeline to an existing or newly constructed conduit whose one end side faces the first working shaft 1a or the second working shaft 1b, etc. Appropriate measures are taken to backfill the first and second working pits 1a and 1b.

次に、別の実施例を説明する。 Next, another example will be described.

作業坑1a,1bは例えば法面等に形成した横
坑状であつてもよく、また、推進管2a,2bを
例えば法面等の地表面に向かつて押込む場合には
1個の作業坑1aを掘削形成するだけでよい。
The working shafts 1a and 1b may be horizontal shafts formed on a slope, for example, and when pushing the propulsion pipes 2a and 2b toward the ground surface such as a slope, one working shaft is required. It is only necessary to excavate and form 1a.

推進機4の具体構成は、例えば推進管2a,2
bを回転できるようにする等、適宜変更自在であ
り、また、推進管2a,2bは、例えばヒユーム
管や鋼管等の適当なものを利用できる。
The specific configuration of the propulsion device 4 includes, for example, propulsion pipes 2a, 2
The propulsion tubes 2a and 2b can be changed as appropriate, such as by making them rotatable.For example, appropriate propulsion tubes 2a and 2b, such as hume tubes or steel tubes, can be used.

先導用推進管2aを、切刃9固着タイプに形成
して回収してもよく、その場合後続用推進管2b
より短くてもよい。
The leading propulsion tube 2a may be formed into a type with a fixed cutting edge 9 and recovered, in which case the following propulsion tube 2b
May be shorter.

管路12内に導管を設置する場合、推進管2
a,2bと導管の間に、水流や空気流により砂等
を充填してもよく、さらに、管路12は、例えば
ケーブルを通すため、あるいは、その他の用途に
利用してもよい。
When installing a conduit within the conduit 12, the propulsion pipe 2
The space between a, 2b and the conduit may be filled with sand or the like using a water or air flow, and the conduit 12 may be used, for example, for passing cables or for other purposes.

筒状体6を、第11図に示すように、作業坑1
aから推進管2a,2b押込方向とは反対側に向
かつて地中に押込み、推進機4を筒状体6内に入
り込ませて設置しても、同様に作業坑1aの掘削
長さLを小さくできる。
The cylindrical body 6 is inserted into the working hole 1 as shown in FIG.
Even if the propulsion pipes 2a, 2b are pushed into the ground from a to the opposite side to the pushing direction, and the propulsion device 4 is inserted into the cylindrical body 6 and installed, the excavation length L of the working shaft 1a can be similarly determined. Can be made smaller.

筒状体6は、形状、構造、材質、その他におい
て適宜変更が可能であり、また、地中に残しても
よい。
The cylindrical body 6 can be appropriately changed in shape, structure, material, etc., and may be left underground.

さらに、既存の押抜工法である水平オーガの発
進坑、水平回転カツターによる推進工法にも適用
でき、ともに、作業坑1a掘削形成において管推
進方向の掘削長さを減少させることができる。
Furthermore, it can be applied to existing punching methods such as a horizontal auger starting shaft and a horizontal rotary cutter propulsion method, and both can reduce the excavation length in the pipe propulsion direction in the excavation formation of the working shaft 1a.

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

第1図ないし第10図は、本発明の実施例にお
ける作業手順の説明図である。第11図は、本発
明の別実施例の説明図である。第12図は、従来
例の説明図である。 1a…作業坑、2a,2b…推進管、4…推進
機、6…筒状体。
FIGS. 1 to 10 are explanatory diagrams of work procedures in an embodiment of the present invention. FIG. 11 is an explanatory diagram of another embodiment of the present invention. FIG. 12 is an explanatory diagram of a conventional example. 1a... Working pit, 2a, 2b... Propulsion tube, 4... Propulsion machine, 6... Cylindrical body.

Claims (1)

【特許請求の範囲】[Claims] 1 作業坑1aを地中に掘削形成し、その作業坑
1a内に推進機4を設置し、前記作業坑1aに入
れた先導用推進管2aを前記推進機4によりその
作業坑1aの長手方向に押込み、多数の後続用推
進管2bを、順次、前記作業坑1a内に入れて、
先に押込まれた推進管2a又は2bに連通接当さ
せた状態で、前記推進機4により前記先導用推進
管2aと同方向に押込み、前記推進管2a,2b
によつて地中に管路12を形成する管の押抜工法
であつて、前記先導用推進管2aを前記作業坑1
a内に入れる前に、推進管2a,2b差込用又は
推進機4設置用空間を形成するための、前記推進
管2a,2bよりも短い筒状体6を、前記推進管
2a,2bの押込方向に向かつて又はその反対側
に向かつて前記推進機4により地中に押込み、そ
の押込まれた筒状体6内の土砂を排除し、前記推
進管2a,2bを前記推進機4に対してセツトす
るに際し、その推進管2a,2bの前端側を前記
筒状体6内に差込むか、あるいは、前記推進機4
を前記筒状体6内に入り込ませて設置する管の押
抜工法。
1. A working shaft 1a is excavated underground, a propulsion device 4 is installed in the working shaft 1a, and the leading propulsion pipe 2a inserted into the working shaft 1a is moved in the longitudinal direction of the working shaft 1a by the driving device 4. and sequentially put a large number of subsequent propulsion pipes 2b into the working hole 1a,
In a state where the propulsion tube 2a or 2b pushed in earlier is in communication contact with the propulsion tube 2a or 2b, the propulsion device 4 pushes it in the same direction as the leading propulsion tube 2a, and the propulsion tube 2a, 2b
In this method, the leading propulsion pipe 2a is inserted into the working shaft 1.
Before inserting into the propulsion tubes 2a and 2b, a cylindrical body 6 shorter than the propulsion tubes 2a and 2b is inserted into the propulsion tubes 2a and 2b to form a space for inserting the propulsion tubes 2a and 2b or for installing the propulsion device 4. The thruster 4 pushes the thruster 4 into the ground in the pushing direction or the opposite direction, removes the earth and sand inside the pushed cylindrical body 6, and moves the thruster tubes 2a and 2b toward the thruster 4. When setting the propulsion device 4, the front ends of the propulsion tubes 2a and 2b are inserted into the cylindrical body 6, or the propulsion device 4 is
A pipe punching method in which the pipe is inserted into the cylindrical body 6 and installed.
JP2907184A 1984-02-17 1984-02-17 Press punching construction of pepe Granted JPS60173295A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2907184A JPS60173295A (en) 1984-02-17 1984-02-17 Press punching construction of pepe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2907184A JPS60173295A (en) 1984-02-17 1984-02-17 Press punching construction of pepe

Publications (2)

Publication Number Publication Date
JPS60173295A JPS60173295A (en) 1985-09-06
JPH0358040B2 true JPH0358040B2 (en) 1991-09-04

Family

ID=12266121

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2907184A Granted JPS60173295A (en) 1984-02-17 1984-02-17 Press punching construction of pepe

Country Status (1)

Country Link
JP (1) JPS60173295A (en)

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JP2847038B2 (en) * 1994-08-05 1999-01-13 佐藤鉄工株式会社 Buried pipe propulsion method
JP2003097185A (en) * 2001-09-25 2003-04-03 Sanwa Kizai Co Ltd Pipe burial equipment
JP4958042B2 (en) * 2007-02-15 2012-06-20 清水建設株式会社 How to start a shield machine
JP6619567B2 (en) * 2015-05-28 2019-12-11 鹿島建設株式会社 Start preparation method and start method for shield machine

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