JPS62170700A - Earth-moving device of method of propulsion construction - Google Patents

Earth-moving device of method of propulsion construction

Info

Publication number
JPS62170700A
JPS62170700A JP876186A JP876186A JPS62170700A JP S62170700 A JPS62170700 A JP S62170700A JP 876186 A JP876186 A JP 876186A JP 876186 A JP876186 A JP 876186A JP S62170700 A JPS62170700 A JP S62170700A
Authority
JP
Japan
Prior art keywords
casing
earth removal
earth
ribbon
drive
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
JP876186A
Other languages
Japanese (ja)
Inventor
石田 和則
吉本 啓二
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.)
Fujita Corp
Hitachi Zosen Corp
Original Assignee
Fujita Corp
Hitachi Zosen Corp
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 Fujita Corp, Hitachi Zosen Corp filed Critical Fujita Corp
Priority to JP876186A priority Critical patent/JPS62170700A/en
Publication of JPS62170700A publication Critical patent/JPS62170700A/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】 産業上の利用分野 本発明は、シールド掘進機により横穴を掘りながら、こ
の横穴内に推進管を施工して行く推進工法において、掘
削により生じた土砂を立坑へと搬送するに採用される排
土装置に関するものである。
[Detailed Description of the Invention] Industrial Field of Application The present invention relates to a propulsion method in which a shield tunneling machine is used to dig a horizontal hole and a propulsion pipe is constructed inside the horizontal hole. This is related to the soil removal equipment that is used in this field.

従来の技術 従来、推進工法の粗大礫を含む排土は、たとえば第9図
に示すように、シールド掘進機31の掘削により生じた
土砂をベルトコンベヤ32で上昇させたのちトロッコ3
3に投入し、そしてヒユーム管34内でトロッコ33を
走行させたのち、立坑35を通してパケット36により
排土するベルトコンベヤ・トロッコ方式、第10図に示
すように、多数のベルトコンベヤ32を連続的に配列し
て土砂を順次搬送するペルトコ゛ンベヤ配列方式、ピス
トンポンプによるパイプ圧送方式などにより行なってい
た。
Conventional technology Conventionally, as shown in FIG. 9, earth and sand generated by excavation by a shield excavator 31 are raised by a belt conveyor 32, and then removed by a trolley 3, as shown in FIG.
A belt conveyor/trolley method is used in which soil is loaded into a tank 3, and after running a trolley 33 in a hump pipe 34, it is discharged by a packet 36 through a vertical shaft 35.As shown in FIG. This was done using a pelt conveyor arrangement system, which sequentially conveys the earth and sand, and a piping system using a piston pump.

発明が解決しようとする問題点 上記の従来方式のうち、ベルトコンベヤ・トロッコ方式
とベルトコンベヤ配列方式では、搬送中の土砂がヒユー
ム管34内にこぼれ落ちることになる。そしてベルトコ
ンベヤ配列方式では、継ぎ足されるヒユーム管34の1
本に対して動力源が1箇所必要となり、動力源は多く必
要である。さらにパイプ圧送方式では、小口径の推進工
法には設置が不可能であり、かつ圧送するには土砂の改
良を必要とする。
Problems to be Solved by the Invention Among the above-mentioned conventional methods, in the belt conveyor/trolley method and the belt conveyor arrangement method, earth and sand during conveyance spills into the fume pipe 34. In the belt conveyor arrangement method, one of the hume pipes 34 to be added is
One power source is required for each book, and many power sources are required. Furthermore, the pipe pressure feeding method cannot be installed in a small-diameter propulsion method, and the soil needs to be improved in order to be pumped.

本発明の目的とするところは、密閉状態でかつ土砂改良
を行なうことなく粗大礫であっても搬送し得、しかも駆
動源を少なくし得る推進工法の排土装置を提供する点に
ある。
An object of the present invention is to provide an earth removal device using a propulsion method that can transport even coarse gravel in a sealed state without soil improvement, and that can reduce the number of driving sources.

問題点を解決するための手段 上記問題点を解決すべく本発明の推進工法の排土装置は
、シールド掘進機により横穴を掘りながら、この横穴内
に推進管を施工して行く推進工法の排土装置であって、
推進管内で移動自在なケーシングと、このケーシング内
に配設されたリボンスクリュとにより非駆動排土ユニッ
トを構成するとともに、ケーシングと、リボンスクリュ
と、このリボンスクリュに連動してケーシング側に設け
た駆動装置とにより駆動排土ユニットを構成し。
Means for Solving the Problems In order to solve the above-mentioned problems, the earth removal device of the propulsion method of the present invention is an earth removal device of the propulsion method in which a shield tunneling machine is used to dig a horizontal hole and a propulsion pipe is constructed in the horizontal hole. A soil device,
A non-driving earth removal unit is composed of a casing that is movable within the propulsion pipe and a ribbon screw disposed within the casing, and a casing, a ribbon screw, and a discharging unit provided on the casing side in conjunction with the ribbon screw. The drive device constitutes a drive soil removal unit.

これら排土ユニットの同種または異種を順次配列して、
ケーシング間ならびにリボンスクリュ間を接続自在に構
成している。
By sequentially arranging these earth removal units of the same type or different types,
It is configured to allow connection between casings and ribbon screws.

作用 かかる本発明構成によると、シールド掘進機の前進にと
もなって両排土ユニットのいずれか一方を配列し、そし
て相対向するケーシング間ならびにリボンスクリュ間を
接続することにより、シールド掘進機から立坑に至る排
土装置を構成し得、また適当な箇所にのみ接続介在させ
た駆動排土ユニットの駆動装置を作動させてリボンスク
リュの接続体を回転させることにより、土砂を密閉状態
のケーシング内で搬送し得る。
According to the configuration of the present invention, as the shield excavator moves forward, one of the two earth removal units is arranged, and the opposing casings and ribbon screws are connected, thereby allowing the shield excavator to move from the shaft to the shaft. The earth and sand can be transported in a sealed casing by operating the drive device of the drive earth removal unit connected only at appropriate locations and rotating the ribbon screw connector. It is possible.

実施例 以下に本発明の一実施例を第1図〜第6図に基づいて説
明する。
EXAMPLE An example of the present invention will be described below with reference to FIGS. 1 to 6.

1は立坑から横穴3を掘りながら前進するシールド掘進
機で、この横穴3内にヒユーム管4が順次施工される。
Reference numeral 1 denotes a shield excavator which moves forward while digging a horizontal hole 3 from a vertical shaft, and a humuum pipe 4 is sequentially constructed inside this horizontal hole 3.

5は非駆動排土ユニットで、車輪6を介してヒユーム管
4内で移動自在な筒状のケーシング7と、このケーシン
グ7内に配設されたリボンスクリュ8とにより構成され
、ケーシング7の両端には接続用のフランジ9が鍔状に
連設され、またリボンスクリュ8の一端、たとえば前端
には、接続用の連結板10が両側から前方に連設されて
いる。11は駆動排土ユニットで、前述した非駆動排土
ユニット5と同様に、車輪6.ケーシング7、リボンス
クリュ8、フランジ9、連結板10からなり、そして長
さ方向の中間部に、前記リボンスクリュ8に連動してケ
ーシング7側に駆動装e112を設けている。この駆動
装5112は、分断されたケーシング7の中間端部間を
接続一体化する筒状ケース体13と、この筒状ケース体
13の内周面上にシール材14などを介して回転自在に
支持させた環体15と、この環体15の外周面上に固定
した環状の受動歯車16と、前記筒状ケース体13の外
周適所に一体化されかつ連通部17を介して互いに連通
ずるケース18と、このケース18の外側に取付けた駆
動モータ(ギャードモータ)19と、この駆動モータ1
9の出力軸20に取付けられ、かつ連通部17を通して
前記受動歯車16に噛合する駆動歯車21とから構成さ
れ、前記環体15の内面適所がリボンスクリュ8の外面
適所に連結材22を介して連結される。なお非駆動排土
ユニット5の1つには、シールド掘進機1の排土口23
に対向自在なホッパ24が設けられる。
Reference numeral 5 denotes a non-driving earth removal unit, which is composed of a cylindrical casing 7 that is movable within the hump pipe 4 via wheels 6, and a ribbon screw 8 disposed inside the casing 7. A connecting flange 9 is provided in a flange-like manner, and a connecting plate 10 is provided in a continuous manner forward from both sides at one end, for example, the front end of the ribbon screw 8. Reference numeral 11 denotes a drive earth removal unit, which, like the non-drive earth removal unit 5 described above, has wheels 6. It consists of a casing 7, a ribbon screw 8, a flange 9, and a connecting plate 10, and a driving device e112 is provided on the casing 7 side in conjunction with the ribbon screw 8 at the intermediate portion in the longitudinal direction. This drive device 5112 includes a cylindrical case body 13 that connects and integrates the intermediate ends of the divided casing 7, and a rotatable structure that is provided on the inner peripheral surface of the cylindrical case body 13 via a sealing material 14 or the like. A supported annular body 15, an annular passive gear 16 fixed on the outer peripheral surface of the annular body 15, and a case integrated at appropriate positions on the outer circumference of the cylindrical case body 13 and communicated with each other via a communication portion 17. 18, a drive motor (guard motor) 19 attached to the outside of this case 18, and this drive motor 1
9, and a drive gear 21 which is attached to the output shaft 20 of the ribbon screw 8 and meshes with the driven gear 16 through the communication part 17. Concatenated. Note that one of the non-driving earth removal units 5 has an earth removal port 23 of the shield excavator 1.
A hopper 24 that can freely face is provided.

次に上記実施例の作用を説明する。Next, the operation of the above embodiment will be explained.

シールド掘進機1の掘削により生じた土砂は排土口23
からホッパ24に排出される。このとき駆動モータ19
が作動されており、出力軸20の回転は、駆動歯車21
、受動歯車16、環体15、連結材22を介してリボン
スクリュ8に伝えられ、このリボンスクリュ8をケーシ
ング7内で回転させる。これによりホッパ24内の土砂
は、リボンスクリュ8によってケーシング7内を立坑側
へ連続的に搬送される。その際にリボンスクリュ8で各
軸がないことから、粗大礫であったとしても引っかかり
ゃ詰るようなことなく搬送し得る。シールド掘進機1の
前進にともなって非駆動排土ユニット5または駆動排土
ユニット11が接続される。すなわちフランジ9どうし
を相対接させ、そしてボルト・ナツトやピンなどの接続
具25で両フランジ9を一体化することによってケーシ
ング7間の接続が行なえる。
The earth and sand generated by the excavation of the shield excavator 1 is discharged through the earth discharge port 23.
from there to the hopper 24. At this time, the drive motor 19
is in operation, and the rotation of the output shaft 20 is caused by the drive gear 21
, is transmitted to the ribbon screw 8 via the passive gear 16, the ring body 15, and the connecting member 22, and causes the ribbon screw 8 to rotate within the casing 7. As a result, the earth and sand in the hopper 24 is continuously transported inside the casing 7 toward the shaft side by the ribbon screw 8. At this time, since the ribbon screw 8 does not have any shafts, even coarse gravel can be transported without becoming jammed if it gets caught. As the shield excavator 1 moves forward, the non-driven earth removal unit 5 or the drive earth removal unit 11 is connected. That is, the casings 7 can be connected by bringing the flanges 9 into relative contact with each other and integrating the flanges 9 with a connecting tool 25 such as a bolt, nut, or pin.

また前段リボンスクリュ8の後端を連結板10間に嵌入
させ、そして接続具26で一体化することによってリボ
ンスクリュ8間の接続が行なえる。
Further, the ribbon screws 8 can be connected by fitting the rear ends of the front ribbon screws 8 between the connecting plates 10 and integrating them with the connectors 26.

第7図、第8図は別の実施例を示す。すなわちU形断面
のケーシング27が使用され、上面開口を開閉自在な蓋
体28が設けられる。この蓋体28は網や鉄板からなり
、接続具29を介してケーシング27に着脱自在となる
。この蓋体28を離脱することにより、内部のメンテナ
ンスやリボンスクリュ8間の接続を容易に行なうことが
でき、また網のときには運転中の搬送状態を把握できる
。なおフランジ9の箇所には、蓋体28の下面側に内筒
ガイド30が設けられる。
FIGS. 7 and 8 show another embodiment. That is, a casing 27 with a U-shaped cross section is used, and a lid 28 is provided that can open and close the top opening. This lid body 28 is made of a mesh or an iron plate, and can be attached to and detached from the casing 27 via a connector 29. By removing the lid 28, internal maintenance and connection between the ribbon screws 8 can be easily performed, and when using a net, the conveyance status during operation can be grasped. Note that an inner cylinder guide 30 is provided on the lower surface side of the lid body 28 at the location of the flange 9.

発明の効果 上記構成の本発明によると、土砂は密閉状態のケーシン
グ内でリボンスクリュにより連続的に搬送することがで
き、推進管内にこぼれ落ることはない。またリボンスク
リュによる搬送であることから、通常の各軸のあるスク
リュに比べて、粗大礫であったとしても引っかかりゃ詰
るようなことなく搬送することができ、たとえば破砕機
のような土砂改良機を不要にできる。さらに駆動装置を
有する駆動排土ユニットは最適の箇所のみ組込めばよく
、動力源を少なくできて排土作業を経済的に行なうこと
ができる。
Effects of the Invention According to the present invention having the above configuration, the earth and sand can be continuously conveyed by the ribbon screw within the sealed casing, and will not spill into the propulsion pipe. In addition, since it is transported by a ribbon screw, compared to a normal screw with each shaft, even coarse gravel can be transported without becoming clogged if it gets caught. can be made unnecessary. Furthermore, the driving earth removal unit having a drive device need only be installed at the optimum location, and the power source can be reduced, making it possible to carry out the earth removal work economically.

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

第1図〜第6図は本発明の一実施例を示し、第1図は縦
断側面図、第2図は駆動装置部の縦断側面図、第3図は
同縦断正面図、第4図は全体の縦断正面図、第5図はリ
ボンスクリュ接続部の平面図、第6図は同正面図、第7
図、第8図は別の実施例を示す全体の縦断正面図、第9
図、第10図はそれぞれ従来例を示す側面図である。 1・・・シールド掘進機、3・・・横穴、4・・・ヒユ
ーム管、5・・・非駆動排土ユニット、6・・・車輪、
7・・・ケーシング、8・・・リボンスクリュ、9・・
・フランジ。 11・・・駆動排出ユニット、12・・・駆動装置、1
5・・・環体、16・・・受動歯車、21・・・駆動歯
車、25.26・・・接続具代理人   森  本  
義  私 用2図 第3図 //    J 第4図 第5図 第3図 第7図 第1図
1 to 6 show one embodiment of the present invention, FIG. 1 is a vertical side view, FIG. 2 is a vertical side view of the drive unit, FIG. 3 is a vertical front view of the same, and FIG. 4 is a vertical side view of the drive unit. 5 is a plan view of the ribbon screw connection section, 6 is a front view of the same, and 7 is a longitudinal sectional front view of the whole.
FIG. 8 is an overall longitudinal sectional front view showing another embodiment, and FIG.
10 are side views showing conventional examples, respectively. DESCRIPTION OF SYMBOLS 1... Shield excavator, 3... Horizontal hole, 4... Huyume pipe, 5... Non-driven earth removal unit, 6... Wheels,
7...Casing, 8...Ribbon screw, 9...
・Flange. 11... Drive discharge unit, 12... Drive device, 1
5... Ring body, 16... Passive gear, 21... Driving gear, 25.26... Connector agent Morimoto
Right Private use 2 Figure 3 // J Figure 4 Figure 5 Figure 3 Figure 7 Figure 1

Claims (1)

【特許請求の範囲】[Claims] 1、シールド掘進機により横穴を掘りながら、この横穴
内に推進管を施工して行く推進工法の排土装置であって
、推進管内で移動自在なケーシングと、このケーシング
内に配設されたリボンスクリュとにより非駆動排土ユニ
ットを構成するとともに、ケーシングと、リボンスクリ
ュと、このリボンスクリュに連動してケーシング側に設
けた駆動装置とにより駆動排土ユニットを構成し、これ
ら排土ユニットの同種または異種を順次配列して、ケー
シング間ならびにリボンスクリュ間を接続自在に構成し
たことを特徴とする推進工法の排土装置。
1. An earth removal device for the propulsion method in which a horizontal hole is dug using a shield excavator and a propulsion pipe is constructed inside the side hole, and it includes a casing that is movable within the propulsion pipe and a ribbon arranged inside the casing. The screw constitutes a non-driven earth removal unit, and the casing, the ribbon screw, and a drive device provided on the casing side in conjunction with the ribbon screw constitute a drive earth removal unit, and these earth removal units of the same type Alternatively, an earth removal device of a propulsion method is characterized in that different types are arranged in sequence so that casings and ribbon screws can be freely connected.
JP876186A 1986-01-17 1986-01-17 Earth-moving device of method of propulsion construction Pending JPS62170700A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP876186A JPS62170700A (en) 1986-01-17 1986-01-17 Earth-moving device of method of propulsion construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP876186A JPS62170700A (en) 1986-01-17 1986-01-17 Earth-moving device of method of propulsion construction

Publications (1)

Publication Number Publication Date
JPS62170700A true JPS62170700A (en) 1987-07-27

Family

ID=11701902

Family Applications (1)

Application Number Title Priority Date Filing Date
JP876186A Pending JPS62170700A (en) 1986-01-17 1986-01-17 Earth-moving device of method of propulsion construction

Country Status (1)

Country Link
JP (1) JPS62170700A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07166795A (en) * 1993-12-13 1995-06-27 Masatsugu Yoshitake Ribbon spiral device for supporting medium small bore pipe jacking method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS608796B2 (en) * 1982-03-26 1985-03-05 株式会社バイオリサ−チセンタ− Method for producing long chain dicarboxylic acids from fats and oils

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS608796B2 (en) * 1982-03-26 1985-03-05 株式会社バイオリサ−チセンタ− Method for producing long chain dicarboxylic acids from fats and oils

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07166795A (en) * 1993-12-13 1995-06-27 Masatsugu Yoshitake Ribbon spiral device for supporting medium small bore pipe jacking method

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