JPS60173295A - Press punching construction of pepe - Google Patents

Press punching construction of pepe

Info

Publication number
JPS60173295A
JPS60173295A JP2907184A JP2907184A JPS60173295A JP S60173295 A JPS60173295 A JP S60173295A JP 2907184 A JP2907184 A JP 2907184A JP 2907184 A JP2907184 A JP 2907184A JP S60173295 A JPS60173295 A JP S60173295A
Authority
JP
Japan
Prior art keywords
propulsion
cylindrical body
pushed
working
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.)
Granted
Application number
JP2907184A
Other languages
Japanese (ja)
Other versions
JPH0358040B2 (en
Inventor
森野 清美
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

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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】 本発明は、作業坑を地中に掘削形成し、その作業坑内に
推進機を投直し、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址手力同に押込み、多数の後続用推
進官金、順次、作業坑内に入れて、先に押込′17′し
た推進管に連通接当させた状恋で、推進機により先導用
推進管と置方+s」に押込み、推進管によって地中に管
路音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, throwing a propulsion machine into the working shaft, and driving a leading propulsion pipe inserted into the working shaft using the propelling machine. A large number of the following propulsion pipes were pushed into the working tunnel one after another, and they were placed in communication with the propulsion pipe that had been pushed in earlier. This invention relates to an improvement in the method for punching out pipes by pushing them into the ground and creating pipe sounds underground using propulsion 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)。
Conventionally, as shown in FIG. 12, leading and trailing propulsion pipes (2a) are immediately underground from the working shaft [1a].

(2b)’k、作業坑(1a)内の推進機(4)で押込
み、かつ、七九ら推進管(2a)、(2b)の後咽部が
作業坑(18)内に突出した状恵で、次に押込むべき推
進管C2b)’rセントしていた。 しかし、次に押込
むべき推進管(2b)の長さく/)に、推進a(4)設
置のための中(〆)t−加えた寸法以上に、作業坑(l
a )の推進’If (2aL(gb)押込力量での長
、1E(L’)t−m保しなければならず、実際にはV
〜Jm程度の長さくL′)の作業坑(1g)を掘削形成
していた◎ぞのために、市街地等のように広い工事面積
全確保しにくい1!j8IrJP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めった。
(2b)'k, when pushed by the propulsion device (4) in the working shaft (1a), and the rear throats of the seven propulsion tubes (2a) and (2b) protrude into the working shaft (18). At Megumi, the next propulsion tube to be pushed was C2b)'r cent. However, the working hole (l
a) Propulsion 'If (length at 2aL (gb) pushing force, 1E (L') t-m must be maintained, and in reality V
A work shaft (1 g) with a length of ~Jm (L') was excavated and formed, making it difficult to secure the entire construction area as in urban areas1! j8IrJPIn places where there are many underground objects, there are often drawbacks that make it impossible or difficult to implement.

筐た、作業坑(la)の容積がかなり大きくなるために
、掘削土砂や埋災し土砂の収扱敏が多くなり、掘削及び
土砂の処理に多大の経費を必要さする欠点があった。
Since the volume of the work shaft (la) becomes considerably large, it becomes difficult to collect excavated soil and buried soil, and there is a drawback 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7本の長さの剖には、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悪
で行えるように、かつ、土砂の取扱Attケ少くできる
ようにする点にある。
The purpose of the present invention is to reduce the length of the seven propulsion pipes so that the excavation and formation of a working shaft can be performed with the length of the propulsion pipes being small in the pushing direction, and to reduce the amount of soil handled. The point is to make it so.

不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紮入れる曲に、推進管差込
用又は推進機設置1を用突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回かつて又は
その反対側に同かつて作業坑内の推進機により地中に押
込み、七の押込まれた筒状体内の土砂t−排除し、推進
管を推進機に対してセントする除に、その推進管の曲端
側を筒状体内に差込むか、あるいは、推進模全局状体内
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 uninvented pipe punching method is to form a protrusion for inserting the propulsion pipe or for installing the propulsion machine 1 in the bend in which the leading propulsion pipe is inserted into the work shaft excavated underground. , Push a cylindrical body shorter than the propulsion pipe into the ground using a propulsion machine in the working mine while turning it in the direction of pushing the propulsion pipe or on the opposite side, and remove the earth and sand inside the pushed cylindrical body. In addition to inserting the propulsion tube into the propulsion machine, the curved end of the propulsion tube is inserted into the cylindrical body, or the propulsion model is inserted into the entire local body. is as follows.

つ′まり、作業坑(1a)の掘削形成に捺して、第2図
に示すように、推進管押込方向での掘削長さくL)が、
推進機14)及び短い筒状体i61をセントするに十分
で、第12図に示した推進機+41及び長い推進管(2
b ) kセントする場合の良ざ(L′〕よりもかなり
小さくなるようにする。
In other words, as shown in Fig. 2, the excavation length L) in the direction in which the propulsion tube is pushed is
It is sufficient to center the propulsion device 14) and the short cylindrical body i61, and the propulsion device +41 and the long propulsion tube (2
b) Make it much smaller than the margin (L') for k cents.

そして、作業坑(la)内から推進管(2a)、(gb
)倉地中に押込むに際して、第5図及び第9図に示すよ
うtて、推進管(2a)、(2b)の前端例を筒状体(
61内に差込んだり、又は、第11図に示すように、推
進w、141を筒状r+161内に入り込ませて、作5
1@坑(la)の掘削長さく■、)が小であるにもかか
わらず、推進管(2a)、(2b)倉推進機(4)に対
して所定通りにセントして地中に押込むのである。
Then, the propulsion pipes (2a), (gb
) When pushing the front end of the propulsion tubes (2a) and (2b) into the warehouse, as shown in FIGS.
61, or as shown in FIG.
1. Even though the excavation length of the mine (la) is small, the propulsion pipes (2a), (2b) and the hold propulsion machine (4) are centered as specified and pushed into the ground. It's complicated.

したがって、市街地や地中埋設物の多い場所等のように
長さくL)の大きい作業坑(1m)t’掘削形成しにく
い場所であっても、十分に施工できるようになり、また
、作業坑(18〕の掘削容積及び土e収扱置倉少くして
、工事経費を大中に削減できるようKなった。
Therefore, even in places where it is difficult to excavate a large working shaft (1 m) t', such as in an urban area or in a place with many underground objects, it is now possible to carry out the construction sufficiently. (18) The excavation volume and storage warehouse for soil were reduced to reduce construction costs.

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1iIFfrの5
18側において、立坑状の第1及び第2作業坑(la)
、(lb)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くt) ’c 、推進管
(2)の長さ(lりよりも少し大きくして、後述のよう
に第1作業坑(la)内で筒状体161を推進機14)
にセットするに十分な寸法に設定する。
As shown in Figure 1, 5 of 1iIFfr in which the pipe should be buried.
On the 18 side, the first and second shaft-shaped working shafts (LA)
, (lb), and the first working hole (1a).
The length of excavation in the pushing direction of the propulsion tube (t) 'c is slightly larger than the length (l) of the propulsion tube (2), and the cylindrical body 161 is inserted into the first working hole (la) as described later. The propulsion machine 14)
Set the dimensions to be large enough to set the

第2図に示すように、鋼材等によって土粕壁(5)を第
1作業坑(la)内に形成し、推進ジヤツキ−(4a)
、バンクコンクリート(4b〕、ガイド(4c)(il
−何する推進機(4)を第1作業坑(la)内に設置t
 L、推進管121よりも短くかつ大径で切刃(6a)
付の筒状体(61會、ガイド(4C)上に載直しく第8
図仁照入推進機(4)及びスペーサ(7)により尚状体
161を土留壁te+の開口(8)から第2作業机(i
b)に向かつて第1作業坑(ia)の矢を方向に地中に
押込み、第4図に示すように、筒状体(6)を第1作染
JA(l g )内に余り突出しないようにセントし、
筒状体161内の土砂を人為的にあるいi−を適宜装置
によって排除し、筒状体161の男刀側小径郡(6b)
に切刃+91を嵌め込む。
As shown in Figure 2, an earthen wall (5) made of steel or the like is formed in the first working shaft (la), and a propulsion jack (4a)
, Bank concrete (4b), Guide (4c) (il
-What kind of propulsion device (4) is installed in the first working shaft (la)?
L, cutting blade (6a) shorter and larger in diameter than the propulsion tube 121;
The cylindrical body (61st meeting) was reloaded on the guide (4C) and the 8th
The shaft 161 is moved from the opening (8) of the earth retaining wall te+ to the second work desk (i
b) Push the arrow of the first working hole (ia) into the ground in the direction of cents so as not to
The earth and sand inside the cylindrical body 161 is removed artificially or by an appropriate device, and the small diameter group (6b) on the male sword side of the cylindrical body 161 is removed.
Insert cutting blade +91 into.

第5図に示すように、第1作業坑(]、la内に入れた
先導用推進管(2a)紫、鎖保の位置から、点線のよう
に筒状体(61の大径部(6c)に入れた後で、ジャン
キー〔4a〕の前方に落として、実線のように、ガイド
(4c)上に1uいた台東、lO)にセントすると共に
、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;1o)と、ガイド(4c)上
にセントされ、かつ、筒状体t61 K沿うように彎曲
形成した受台間の作用によって、筒状体(61に研めた
筒状切刃+91に対して、推進管(28)を芯合せし、
台車・101を推進機(4)で押して、推進管(2a)
の曲端側を筒状体(6)内に斧込みがつ切刃(9)に嵌
合させ、第7図に示すように、推進管(2a〕とジャン
キー(4a)の間にスペーヅ(7)を入れる。
As shown in Figure 5, the large diameter part (6c ), drop it in front of the junkie [4a], and as shown in the solid line, drop it into the Taito (10) which was on the guide (4c), and as shown in Figure 6, drop it in front of the junkie [4a]. The cylindrical body is moved by the action between the cart 1o) which is curved along the outer peripheral surface of 2a) and the cradle which is placed on the guide (4c) and is curved along the cylindrical body t61K. (Align the propulsion tube (28) with the cylindrical cutting edge sharpened to 61 + 91,
Push the trolley 101 with the propulsion device (4) and push the propulsion tube (2a)
The curved end side of the cylindrical body (6) is fitted into the ax cutting blade (9), and as shown in FIG. 7).

ジヤツキ−(4a)全複欽回往復動させると共にスベー
プ(7)の設ば数?増やして、推進Iα(2a)を第2
作朶jA(lb+に同かつて地中に押込み、第8図に示
すように、推進管(2a)の後喘部を筒状体(6)の小
径部(6b)内に位置させ、その後、推進管(2a)内
の土eケ、給水で第1作業坑(la)内に流したり、ろ
るいeま、排土スクリューを利用する等の過当な手段で
徘1余する。
How many times should the jacket (4a) be reciprocated and the sweep (7) made? Increase the propulsion Iα (2a) to the second
As shown in Fig. 8, the rear part of the propulsion tube (2a) is located within the small diameter part (6b) of the cylindrical body (6), and then, The soil in the propulsion pipe (2a) may be dislodged by unreasonable means such as being flushed into the first working shaft (la) using water supply, using a rotary ewer, 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)紫、
順次、上述の先JIi用推進管(2a〕と同様に、第1
i柴坑(la)内に入れ、筒状体(6)内に差込み、台
車−101に載直し、第2作業坑(1b)に回かつて推
進機(4]により押込み、内部の土e?排1余し、もっ
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惑で、地中の推進
管(2a)、(2b)全て倉第2作業坑(lb)に回か
つて一体的に推進させ、第1θ図に示すように、第1作
業坑(la)から第2作朶坑C1b)Kbたる管路醤を
推進管(gm)、(2b)により地中に形成゛シ、作業
坑;(la)、’(lb)で台車叫、受台(11)、切
刃(9)?回収する。
As shown in Figure 9, a large number of subsequent propulsion tubes (2b) purple,
Sequentially, similar to the above-mentioned JIi propulsion tube (2a), the first
I put it in the saba shaft (la), insert it into the cylindrical body (6), put it back on the trolley-101, return it to the second working shaft (1b) and push it with the propulsion machine (4). However, due to the fact that the propulsion tube (2a) or (2b) pushed in earlier was brought into contact with the following propulsion tube (2b), the propulsion tube (2a) or (2b) underground. ) are all recycled and integrally propelled into the second working shaft (lb) of the warehouse, and as shown in Fig. 1θ, Kb of pipe sauce is transferred from the first working shaft (la) to the second working shaft C1b) through the propelling pipe. Formed in the ground by (gm) and (2b), working pit; (la) and '(lb) for trolley, pedestal (11), cutting blade (9)? to recover.

最後に、短い4管?推進機(4)により管路回内に押込
むと共に、前後の専管どうしケ第1作業J’A (l 
a )内で連jjltl状態でg接して、第1作業坑(
la)から第2作業坑(1b)にわたるバイブラインケ
形改し、筒状体161ケ第1作業坑(la)から回収し
、第1及び第2作業坑(la)、(lb)内において地
上引出管をバイブラインに接続するか、あるいは、第1
作業fA (l g )や第2作朶J3′c(l b 
)に−喘Ill!Iが臨む既設又/′i!Ifr設の専
管eCパイプライン?接続する等の適当な処置を施し、
第1及び第2作業坑(la)、(lb) k埋戻す。
Finally, a short 4-tube? The propulsion device (4) pushes the pipe into the circuit, and the first work J'A (l
a), in contact with g in a continuous state, and the first working hole (
161 cylindrical bodies were recovered from the first working shaft (la) and placed above ground in the first and second working shafts (la) and (lb). Connect the extraction pipe to the vibration line or
Work fA (l g ) and second work J3'c (l b
) to - gasp Ill! The existing building facing I/'i! Exclusive eC pipeline established by Ifr? Take appropriate measures such as connecting,
Backfill the first and second working pits (la) and (lb).

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

作業坑(la)、(lb)は例えば法面等に形成した@
杭状であってもよく、また、推進管C2a)。
Work shafts (la) and (lb) are formed, for example, on a slope @
The propulsion tube C2a) may be pile-shaped.

(2b)を例えば法面等の地表面に向かつて押込む場合
には7個の作業坑(la)を掘削形成するだけでよい。
When (2b) is pushed toward the ground surface such as a slope, it is only necessary to excavate and form seven working holes (la).

推進機(4)の具体構成に、例えば推進管(2a)。A specific configuration of the propulsion device (4) includes, for example, a propulsion tube (2a).

(2b)全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)、(33b)は、例えばヒュ
・−導管や鋼管等の適当なもの?利用できる。
(2b) Is it possible to change the propulsion tubes (2a) and (33b) as appropriate, such as allowing full rotation, and are the propulsion tubes (2a) and (33b) made of suitable materials such as fuse pipes or steel pipes? Available.

先iff用推進管(2a)を、切刃(91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 ifif propulsion tube (2a) may be formed into a cutting blade (91 fixed type) and recovered; in that case, the trailing propulsion tube (2b)
) may be shorter.

管路ill内に#管全設置する場合、推進管(2B)。Propulsion pipe (2B) when all # pipes are installed in the pipe ill.

(2b)と導管の間に、水流や全気流によりイα等紫充
填してもよく、さらに、管路間は、例えばケーブルk 
Jl¥iすため、あるいは、その1也の用途に利用して
もよい。
(2b) and the conduit may be filled with water flow or total air flow, and between the conduit, for example, cable k
You may use it for Jl\i or for other purposes.

1i!7+状体161 ′に、第11図に示すように、
作業坑(la)から推進管C2a)、C2b)押込方向
とは反対Wりに回かつて地中に押込み、推進機141f
t筒状体(61内に入り込ませてelmLでも、同様に
作業坑(1a)の掘削4亡(L)を小さくできる。
1i! 7+ shaped body 161', as shown in FIG.
From the work shaft (la), the propulsion pipes C2a), C2b) are rotated in the opposite direction to the pushing direction and pushed into the ground, and the propulsion machine 141f
Even if the elmL is inserted into the cylindrical body (61), the length of excavation (L) of the working shaft (1a) can be reduced in the same way.

筒状体(6)は、形状、構造、材質、その他において適
亘変吏が可能であり、また、地中に残してもよい。
The cylindrical body (6) can be modified in shape, structure, material, etc., and may be left underground.

さらに、既存の押抜工法である水モオーガの発進坑、水
平回転カッターによる推進工/、!、:にも適用でき、
ともに、作業坑(la)掘削形成において管推進力量の
掘削擾さ?減少させることができる。
In addition, the existing push-out construction method, the starting shaft of Mizumouga, and the propulsion work using a horizontal rotary cutter/,! , : can also be applied to
In both cases, is the amount of tube propulsion force excavated in the working hole (LA) excavation formation? can be reduced.

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

第1図ないし第10図に、不発[ガの実施例に1ける作
業手1110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。 弔12図eま、従来例の説
明図である。 (la) ・=一作業坑、(2a )、 (2b ) 
・” −41L進管、(4)・・・・・推、a機、(6
1・・・・・・筒状体。 代理人 弁理士 北 村 修
FIGS. 1 to 10 are explanatory diagrams of the worker's hand 1110 in the first embodiment of the misfire. FIG. 11 is an explanatory diagram of another embodiment of the present invention. Figure 12 is an explanatory diagram of a conventional example. (la) ・=one working pit, (2a), (2b)
・"-41L advance tube, (4)... push, a machine, (6
1... Cylindrical body. Agent Patent Attorney Osamu Kitamura

Claims (1)

【特許請求の範囲】 作業坑(la)i地中に掘削形成し、七の作業坑(la
l内に推進機(4)全設隨し、自II記作業坑(18)
に入れた先導用推進管(2a)’i前記推進磯(4)に
より七の作業坑(la)の長午万回に押込み、多数の後
続用推進管c2t+)h1+唄次、myJ記作栗作業l
a)内に入れて、先に押込まれた推進管(2a)又は(
2b)に連通接当ごせた状憩で、前記推進慨(4)にエ
リn+」記元得出推進官(2a)と同方向に押込み、6
0記推進営(2a)、(2b)によって地中に管路(1
1)を形成する管の押抜工法であって、gll記先尋川
推用管(2a)分目[]記作業坑(la)内に入れる曲
に、推進管(2a ) 。 (2b)冷込用又は推進機(4)設直用窄間倉形成する
ための、geJ記推進管(2a)、(2b)エリも短い
筒状体・61ヲ、IJII liF、推進管(2a)、
(2b)の押込力量に回かつて又は七の反対側に回かつ
て前記推進穢(4)により地中に押込人、七の押込まれ
た筒状体(61内の土砂倉排除し、前記推進管(2a)
、(2b)を前記推進機(4)に対してセントするに際
し、七の推進’IF C2g)、(2b)の071喘側
を前記筒状体(61因に差込むか、あるいは、前記推進
機+41(c−前記筒状体(6)内に入り込ませて設置
する管の押抜工法。
[Claims] A working shaft (la) i is excavated and formed underground, and seven working shafts (la)
All propulsion machines (4) are installed inside the building, and the work shaft (18) described in II.
The leading propulsion tube (2a)'i inserted into the propulsion rock (4) was pushed into the seventh working hole (la) Changoman, and a large number of subsequent propulsion tubes c2t+)h1+Utaji, myJ record chestnut work l
a) into the propulsion tube (2a) that was pushed in first or (
2b), press the promotion officer (4) in the same direction as the promotion official (2a), and
Underground pipes (1
1) This is a method of punching out a pipe to form a thrust pipe (2a). (2b) For cooling or propulsion equipment (4) For forming a narrow warehouse for re-construction, geJ propulsion tube (2a), (2b) Cylindrical body with short edges・61ヲ, IJII liF, propulsion tube (2a) ),
(2b) When the pushing force is turned or turned to the opposite side of 7, the person pushed into the ground by the propelling impurity (4), the pushed cylindrical body (7) (2a)
, (2b) to the propulsion device (4), insert the 071 end of the seventh propulsion 'IF C2g), (2b) into the cylindrical body (61), or Machine +41 (c- A method of punching out a pipe that is installed by inserting it into the cylindrical body (6).
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 true JPS60173295A (en) 1985-09-06
JPH0358040B2 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)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0849492A (en) * 1994-08-05 1996-02-20 Sato Tekko Kk Propulsion construction method of buride pipe
JP2003097185A (en) * 2001-09-25 2003-04-03 Sanwa Kizai Co Ltd Pipe burial equipment
JP2008196260A (en) * 2007-02-15 2008-08-28 Shimizu Corp How to start a shield machine
JP2016223110A (en) * 2015-05-28 2016-12-28 鹿島建設株式会社 Start preparation method and start method for shield machine

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0849492A (en) * 1994-08-05 1996-02-20 Sato Tekko Kk Propulsion construction method of buride pipe
JP2003097185A (en) * 2001-09-25 2003-04-03 Sanwa Kizai Co Ltd Pipe burial equipment
JP2008196260A (en) * 2007-02-15 2008-08-28 Shimizu Corp How to start a shield machine
JP2016223110A (en) * 2015-05-28 2016-12-28 鹿島建設株式会社 Start preparation method and start method for shield machine

Also Published As

Publication number Publication date
JPH0358040B2 (en) 1991-09-04

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