JPH036713Y2 - - Google Patents

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Publication number
JPH036713Y2
JPH036713Y2 JP15914884U JP15914884U JPH036713Y2 JP H036713 Y2 JPH036713 Y2 JP H036713Y2 JP 15914884 U JP15914884 U JP 15914884U JP 15914884 U JP15914884 U JP 15914884U JP H036713 Y2 JPH036713 Y2 JP H036713Y2
Authority
JP
Japan
Prior art keywords
cylinder
reaction force
cylinders
jack
fixing device
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
JP15914884U
Other languages
Japanese (ja)
Other versions
JPS6176893U (en
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 filed Critical
Priority to JP15914884U priority Critical patent/JPH036713Y2/ja
Publication of JPS6176893U publication Critical patent/JPS6176893U/ja
Application granted granted Critical
Publication of JPH036713Y2 publication Critical patent/JPH036713Y2/ja
Expired legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 イ 考案の目的 産業上の利用分野 3個の筒体を地中に掘進させて地下道路、上下
水道、共同溝等の地下構造物を構築する分野に属
する。
[Detailed explanation of the invention] A. Purpose of the invention Industrial application field This invention belongs to the field of constructing underground structures such as underground roads, water and sewerage systems, and public ditches by digging three cylindrical bodies into the ground.

従来の技術 発進基地に相順続して据付けられた3個の地下
筒体間に各々推進ジヤツキを介装し、かつ3筒体
を挿通させる連結部材の前方は第1筒体の前部で
定着具で定着し、連結部材の後方では、前進ジヤ
ツキ設備を介して、脱着自在の定着具で定着し、
第1筒体の前進は後部の定着具を解放し、第2第
3筒体の合計反力を反力として第1推進ジヤツキ
の作用により、前進させ、第2筒体の前進は、後
部の定着具を取付け、第1推進ジヤツキを短縮
し、第2推進ジヤツキを推進させ、連結部材にて
連結される第1第3筒体の合計反力を反力として
前進させ、第3筒体の前進は、第2推進ジヤツキ
を短縮し、後部の前進ジヤツキ設備を伸長し、連
結部材にて連結される第1第2筒体の合計反力を
反力として前進させており、上記操作を順次繰返
して3筒体を発進基地より地中に順次前進させて
いた。
BACKGROUND TECHNOLOGY A propulsion jack is interposed between three underground cylindrical bodies installed in succession at a launch base, and the front part of the connecting member through which the three cylindrical bodies are inserted is the front part of the first cylinder. It is fixed with a fixing device, and at the rear of the connecting member, it is fixed with a removable fixing device via forward jacking equipment.
The first cylinder moves forward by releasing the fixing device at the rear, and uses the total reaction force of the second and third cylinders as a reaction force to move it forward by the action of the first propulsion jack. The fixing device is attached, the first propulsion jack is shortened, the second propulsion jack is propelled, and the total reaction force of the first and third cylinders connected by the connecting member is used as a reaction force to move forward, and the third cylinder is moved forward. For forward movement, the second propulsion jack is shortened, the rear forward movement jack equipment is extended, and the total reaction force of the first and second cylinders connected by the connecting member is used as a reaction force to move forward, and the above operations are performed sequentially. The three cylinders were repeatedly advanced from the launch base into the ground.

考案が解決しようとする問題点 前記の従来の技術による場合、第1筒体が地中
に掘進する時の刃口抵抗と、第1筒体周辺の土砂
の摩擦抵抗の合計抵抗力が、第1第2筒体の自重
による底面に於ける摩擦抵抗力より大となり、第
2第3筒体は後退するので第1筒体を短少に作る
か、筒体の後退作用を防止する為に、第3筒体後
部に推進設備(反力壁とも)を設けるか、発進基
地前方よりけん引部材又は、アースアンカー等に
より、3筒体が地中に前進するまでは以上の筒体
防止設備を必要としていた。これらの筒体後退防
止設備は、手間工期工費を増大させる問題点があ
つた。
Problems to be solved by the invention In the case of the above-mentioned conventional technology, the total resistance of the cutting edge resistance when the first cylindrical body digs into the ground and the frictional resistance of the earth and sand around the first cylindrical body is 1.The frictional resistance force on the bottom surface due to the weight of the second cylindrical body is greater than that of the second cylindrical body, and the second and third cylindrical bodies move backward. Therefore, either make the first cylindrical body shorter or shorter, or prevent the receding action of the cylindrical body. The above cylinder prevention equipment is required until the three cylinders advance underground, either by installing a propulsion facility (also known as a reaction wall) at the rear of the third cylinder, or by using a towing member, earth anchor, etc. from the front of the launch base. It was. These cylindrical body regression prevention devices have the problem of increasing labor and construction costs.

ロ 考案の構成 問題点を解決するための手段 前記従来の技術により構成される3筒体中前方
より第2、第3筒体の両側面に脱着自在のジヤツ
キ取付具を介して筒体側面に対して斜後方に向う
ように支持ジヤツキを装着するとともに発進基地
両側方に筒体側面と平行かつ連続山形状突部の反
力受部材を取り付けてこの反力受部材に筒体両側
面の支持ジヤツキを伸長支持させて第2第3筒体
の後退現象を防止させるものである。
(b) Means for solving the structural problems of the invention From the front of the three cylinders constructed according to the above-mentioned conventional technology, detachable jack fittings are attached to both sides of the second and third cylinders. At the same time, a support jack is attached so as to face diagonally backward, and a reaction force receiving member with a continuous mountain-shaped protrusion parallel to the side surface of the cylinder is installed on both sides of the starting base, and this reaction force receiving member supports both sides of the cylinder. The jack is extended and supported to prevent the second and third cylindrical bodies from retreating.

作 用 本考案の装置を用い第1筒体を地中に掘進させ
る工程において、前進ジヤツキ設備後部の定着具
を解放して連結部材をフリーにしたうえ第1推進
ジヤツキにて第2、第3筒体自重摩擦による反力
と第2、第3筒体の両側に介装された支持ジヤツ
キの伸長による支持反力の合計反力が第1筒体の
周辺土砂の摩擦抵抗と刃口の切削抵抗の総和より
はるかに強大になるので第1筒体を容易に掘進さ
せることができる。
Function: In the process of digging the first cylinder into the ground using the device of the present invention, the fixing device at the rear of the forward jack equipment is released to free the connecting member, and then the first cylinder is moved to the second and third cylinders by the first propulsion jack. The total reaction force of the reaction force due to the friction of the cylinder's own weight and the support reaction force due to the extension of the support jacks installed on both sides of the second and third cylinders is the frictional resistance of the surrounding earth and sand of the first cylinder and the cutting of the cutting edge. Since it is much stronger than the sum of the resistances, it is possible to easily make the first cylindrical body dig.

第2筒体の前進は、第1支持ジヤツキと第1推
進ジヤツキを解放し、第2支持ジヤツキの伸長に
よる支持反力と連結部材により一体的に連結され
ている第1、第3筒体の反力の合計反力を反力と
して第2推進ジヤツキを作動させ第2筒体を前進
させる。
The advancement of the second cylindrical body releases the first support jack and the first propulsion jack, and the support reaction force due to the extension of the second support jack and the first and third cylindrical bodies integrally connected by the connecting member. The second propulsion jack is actuated using the total reaction force as a reaction force to advance the second cylindrical body.

次いで第3筒体の前進は、第2推進ジヤツキと
第2支持ジヤツキを解放し、第1支持ジヤツキの
伸長による反力受部材の支持反力と第1、第2筒
体の反力の合計反力を反力として前進ジヤツキ設
備を作動して第3筒体を前進させる。
Next, the third cylinder moves forward by releasing the second propulsion jack and the second support jack, and the sum of the support reaction force of the reaction force receiving member due to the extension of the first support jack and the reaction forces of the first and second cylinders. The forward jacking equipment is operated using the reaction force as a reaction force to advance the third cylindrical body.

上記操作を順次繰り返し1筒体長前進した後に
発進基地に後続の第4筒体を必要とする場合は第
4筒体を配設すると共に前進ジヤツキ設備等を第
4筒体後部に盛替すると同時に第3、第4筒体間
に第3推進ジヤツキを介装して第1支持ジヤツキ
等は第4筒体に介装し直し、上記の作用をくりか
えし筒体前進に伴う筒体後退現象が発生しなくな
つたら支持ジヤツキ等を撤去し、在来技術だけで
地中に筒体群を掘進させる。
If the following fourth cylinder is required at the starting base after the above operation has been repeated one cylinder forward by one cylinder length, the fourth cylinder is installed and the forward jacking equipment etc. is transferred to the rear of the fourth cylinder at the same time. A third propulsion jack is interposed between the third and fourth cylinders, and the first support jack etc. are re-interposed in the fourth cylinder, and the above action is repeated, causing the cylinder to retreat as the cylinder moves forward. When this is no longer possible, the supporting jacks, etc. are removed and the cylinders are dug into the ground using only conventional techniques.

実施例 本願考案の装置についてその1実施例を図面に
より説明する。
Embodiment An embodiment of the device of the present invention will be described with reference to the drawings.

発進基地10内に前方より第1、第2、第3筒
体11,12,13と相順続して縦列に配設する。
この各筒体11,12,13と第3筒体13後部に装
着した前進ジヤツキ設備4間に亘つて連結部材2
を貫挿し、この連結部材2に第1筒体11前部で
定着具3にて定着すると共に前進ジヤツキ設備4
後部で脱着自在な定着具3′にて定着し、かつ各
筒体11,12,13間に前方より第1、第2推進
ジヤツキ61,62を介装し、第2、第3筒体12
3の両外側面の後方に脱着自在のジヤツキ取付
具8を介して筒体側面と斜後方の方向に第1、第
2支持ジヤツキ91,92を装着する。発進基地内
側面に筒体側面と平行に連続山形状突部を有する
反力受部材7を布設し、前記支持ジヤツキ91
2にて反力受部材を反力として第2、第3筒体
2,13の後退を防止するようにする。なお、
7′,7″,8′,8″,9′,9″及び9はジヤツ
キ取付具、反力受部材並びに支持ジヤツキの取付
ボルト、ナツト及び取付板を示す。
The first, second and third cylindrical bodies 1 1 , 1 2 , 1 3 are disposed in tandem in succession in the starting base 10 from the front.
A connecting member 2 is connected between each of the cylinders 1 1 , 1 2 , 1 3 and the forward jack equipment 4 attached to the rear of the third cylinder 1 3 .
is fixed to this connecting member 2 at the front part of the first cylindrical body 1 with the fixing device 3, and the forward jacking equipment 4
It is fixed by a detachable fixing device 3' at the rear, and first and second propulsion jacks 61 , 62 are interposed from the front between each cylinder 11 , 12 , 13 , and the second, Third cylindrical body 1 2 ,
First and second support jacks 9 1 and 9 2 are attached to the rear of both outer surfaces of the tube 1 3 via removable jack mounts 8 in the direction diagonally rearward of the cylindrical side surface. A reaction force receiving member 7 having a continuous mountain-shaped protrusion is installed on the inner surface of the starting base parallel to the side surface of the cylinder, and the support jack 9 1 ,
At step 9 2 , the reaction force receiving member is used as a reaction force to prevent the second and third cylindrical bodies 1 2 and 1 3 from retreating. In addition,
Reference numerals 7', 7'', 8', 8'', 9', 9'' and 9 indicate the mounting bolts, nuts, and mounting plates of the jack mount, reaction force receiving member, and support jack.

第1筒体11を地中に掘削前進させる工程は、
前進ジヤツキ設備4後部の定着具3′を解放し連
結部材2をフリーにし、第1、第2支持ジヤツキ
1,92の操作伸長により支持させた反力受部材
7の反力と第2、第3筒体12,13の反力の合計
反力が第1筒体11の前面の刃口5の切削抵抗と
第1筒体11周辺土砂の摩擦抵抗の総和よりもは
るかに強大となるのでこれを反力として第1推進
ジヤツキ61にて第1筒体11は容易に掘削前進さ
せる。
The step of excavating and advancing the first cylindrical body 1 1 into the ground is as follows:
The fixing device 3' at the rear of the forward jack equipment 4 is released to free the connecting member 2, and the reaction force of the reaction force receiving member 7 supported by the operation and extension of the first and second support jacks 9 1 and 9 2 is , the total reaction force of the third cylindrical bodies 1 2 and 1 3 is much greater than the sum of the cutting resistance of the cutting edge 5 on the front surface of the first cylindrical body 1 1 and the frictional resistance of the earth and sand surrounding the first cylindrical body 1 1 Since this becomes a strong reaction force, the first cylindrical body 1 1 is easily moved forward by excavation by the first propulsion jack 6 1 .

第2筒体12の前進は、第1推進ジヤツキ61
第1支持ジヤツキ91を解放し、前進ジヤツキ設
備4後部の定着具3′を連結部材2に定着して第
1、第3筒体11,13とを連結部材2にて連結し
て発生させる第1筒体11周辺土砂の摩擦抵抗の
反力と第3筒体13の自重反力の合計反力に第2
支持ジヤツキ92の伸長による反力受部材7の支
持反力との合計反力を反力として第2推進ジヤツ
キ62にて第2筒体12を前進させる。
The forward movement of the second cylindrical body 12 is achieved by releasing the first propulsion jack 61 and the first support jack 91 , fixing the fixing device 3' at the rear of the forwarding jack equipment 4 to the connecting member 2, and The total reaction force of the reaction force of the frictional resistance of the surrounding earth and sand of the first cylinder 1 1 and the self-weight reaction force of the third cylinder 1 3 is generated by connecting the cylinders 1 1 and 1 3 with the connecting member 2. 2
The second cylindrical body 1 2 is advanced by the second propulsion jack 6 2 using the total reaction force of the support reaction force of the reaction force receiving member 7 due to the extension of the support jack 9 2 as a reaction force.

第3筒体13の前方は、第2推進ジヤツキ62
第2支持ジヤツキ92を解放し、第1支持ジヤツ
キ91の伸長による反力受部材7の支持反力と第
1、第2筒体11,12の反力との合計反力を反力
として前進ジヤツキ設備4にて連結部材2を介し
て第3筒体13を前進させる。
The front of the third cylindrical body 1 3 releases the second propulsion jack 6 2 and the second support jack 9 2 , and the support reaction force of the reaction force receiving member 7 due to the extension of the first support jack 9 1 and the first and second propulsion jacks 9 2 are released. The third cylindrical body 1 3 is advanced via the connecting member 2 in the forward jacking equipment 4 using the total reaction force of the two cylindrical bodies 1 1 and 1 2 as a reaction force.

以上の作業工程を順次繰り返して第1、第2、
第3筒体を地中に前進させる。
Repeat the above work steps sequentially to create the first, second,
Advance the third cylinder into the ground.

3筒体を地中に掘進させ終ると在来工法により
他の2筒体の反力の合計反力を反力として交互に
1筒体づつ前進させる。
Once the three cylinders have been dug into the ground, the total reaction force of the other two cylinders is used as a reaction force to alternately move the cylinders forward one by one using conventional construction methods.

ハ 考案の効果 本考案の装置の効果を述べれば、次のような大
きなものがある。
C. Effects of the invention The following are the major effects of the device of the invention.

従来、発進基地から複数個の筒体を地中に順続
して掘進させる場合の装置において初期に発生す
る反力の不足に伴い後部筒体の後退現象により筒
体の掘進が不可能の場合が多かつた。この対策と
して、例えば発進基地内の後方に反力壁を築造し
て推進工法を併用するか、筒体の前方に小導坑を
つくつてその前方に反力設備を築造してけん引具
で筒体のもどり防止の引き止め設けるか、又はア
ースアンカーによる地中反力設備、又引き止め設
備を築造するか、又は発進基地内の発進台の改
造、あるいは地上反力設備機構を築造していた
が、いづれの方法においても大規模設備で、かつ
大なる工事費と長い工期と必要とすると同時に当
該現場限りの物である重大な欠点があつた。
Conventionally, when multiple cylinders are excavated into the ground from a starting base in sequence, it is impossible to dig the cylinders due to a retreat phenomenon of the rear cylinder due to insufficient reaction force generated at the initial stage. There were many. As a countermeasure for this, for example, you can build a reaction wall at the rear of the launch base and use the propulsion method, or you can build a small guide shaft in front of the cylinder and build reaction equipment in front of it and use a towing tool to move the cylinder. They had installed restraints to prevent the body from returning, built underground reaction force equipment using earth anchors, or built retention equipment, modified the launch pad in the launch base, or constructed ground reaction force equipment mechanisms. Both methods had the serious disadvantage of requiring large-scale equipment, high construction costs and long construction times, and being limited to the site.

しかるに本願考案の装置では、その構成は発進
基地に配設された筒体群の前方より第2、第3筒
体の両側に前述のように支持ジヤツキを斜め後方
に向うように脱着自在に取付け筒体側方の反力受
部材に支持ジヤツキにて支持させる構造簡単なも
ので、いづれもボルト、ナツトで簡単に脱着可能
にしてあり、かつ第4筒体以後にも容易に再使用
できるものであり、従来の欠点である極めて不経
済な各種の反力増強設備を採用することなく、簡
単な設備で発進基地から筒体群を順続して地中に
掘進させる場合の初期に発生する反力不足による
後部筒体の後退で、掘進不可能の大きい欠点を容
易に解消することのできる装置であると共に一度
標準的な本装置を製作すれば如何なる場所におい
ても再使用可能であり、次期以降は製作費不要で
取付費のみでよくなる。又筒体に何らの損傷を与
えないし、ジヤツキ取付具の盛替の必要もない。
However, in the device of the present invention, the structure is such that the support jacks are removably mounted diagonally rearward on both sides of the second and third cylinders from the front of the group of cylinders disposed at the starting base. It has a simple structure in which it is supported by a support jack on the reaction force receiving member on the side of the cylinder, and can be easily attached and detached using bolts and nuts, and can be easily reused after the fourth cylinder. This method eliminates the reaction force that occurs at the initial stage when a group of cylinders is sequentially dug into the ground from a starting base using simple equipment, without employing various extremely uneconomical reaction force reinforcement equipment, which is a disadvantage of the conventional method. It is a device that can easily solve the major drawback of not being able to dig due to the backing of the rear cylinder due to lack of force, and once this standard device is manufactured, it can be reused in any location, and from the next generation onwards. There is no production cost and only the installation cost is required. Moreover, no damage is caused to the cylinder, and there is no need to replace the jack mount.

従つて、本願考案の装置は、極めて経済性に富
み、かつ操作が容易にして便利で安全性に富む技
術的にもすぐれた装置である。
Therefore, the device of the present invention is extremely economical, easy to operate, convenient, safe, and technically excellent.

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

第1図、第3図乃至第6図は、本考案の1実施
例の工程を示す平面図。第7図は、本装置の詳細
平面図。第2図は断面図。 符号、11,12,13,14……第1、第2、第
3、第4筒体、2……連結部材、3,3′……定
着具、4……前進ジヤツキ設備、5……刃口、6
,62,63……第1、第2、第3推進ジヤツキ、
7……反力受部材、8……ジヤツキ取付具、91
2……第1、第2支持ジヤツキ、10……発進
基地。
1, 3 to 6 are plan views showing the steps of one embodiment of the present invention. FIG. 7 is a detailed plan view of the device. Figure 2 is a sectional view. Code, 1 1 , 1 2 , 1 3 , 1 4 ...first, second, third, fourth cylinder, 2 ...connection member, 3, 3' ...fixer, 4 ...forward jacking equipment , 5...blade mouth, 6
1 , 6 2 , 6 3 ...first, second, third propulsion jacks,
7... Reaction force receiving member, 8... Jacket fixture, 9 1 ,
9 2 ...First and second support jacks, 10...Starting base.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 発進基地に相順続して縦列する3個の地中筒体
間に各々推進ジヤツキを介装し、かつ3筒体を挿
通させる連結部材の前方第1筒体の前部では定着
具で定着し、連結部材後方では第3筒体後部に装
着する前進ジヤツキ設備を介して脱着自在の定着
具で定着すると共に第2、第3筒体の両側面には
脱着自在のジヤツキ取付具を介して筒体側面に対
して斜後方に向うように装着される支持ジヤツキ
並びに発進基地側方に筒体側面と平行かつ連続山
形状突部の反力受部材より構成されてなる地中筒
体の初期発進装置。
A propulsion jack is interposed between each of the three underground cylinders that are successively arranged in tandem at the launch base, and a fixing device is used at the front of the first cylinder in front of the connecting member through which the three cylinders are inserted. At the rear of the connecting member, it is fixed with a removable fixing device via a forward jacking device attached to the rear of the third cylinder, and at the same time, a removable fixing device is installed on both sides of the second and third cylinders. An initial stage of an underground cylinder consisting of a support jack mounted obliquely rearward to the side of the cylinder, and a reaction force receiving member parallel to the side of the cylinder and having continuous mountain-shaped protrusions on the side of the starting base. Starting device.
JP15914884U 1984-10-23 1984-10-23 Expired JPH036713Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15914884U JPH036713Y2 (en) 1984-10-23 1984-10-23

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15914884U JPH036713Y2 (en) 1984-10-23 1984-10-23

Publications (2)

Publication Number Publication Date
JPS6176893U JPS6176893U (en) 1986-05-23
JPH036713Y2 true JPH036713Y2 (en) 1991-02-20

Family

ID=30717109

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15914884U Expired JPH036713Y2 (en) 1984-10-23 1984-10-23

Country Status (1)

Country Link
JP (1) JPH036713Y2 (en)

Also Published As

Publication number Publication date
JPS6176893U (en) 1986-05-23

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