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JPH0656074B2 - Drilling equipment for pipe burial - Google Patents
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JPH0656074B2 - Drilling equipment for pipe burial - Google Patents

Drilling equipment for pipe burial

Info

Publication number
JPH0656074B2
JPH0656074B2 JP63014268A JP1426888A JPH0656074B2 JP H0656074 B2 JPH0656074 B2 JP H0656074B2 JP 63014268 A JP63014268 A JP 63014268A JP 1426888 A JP1426888 A JP 1426888A JP H0656074 B2 JPH0656074 B2 JP H0656074B2
Authority
JP
Japan
Prior art keywords
pipe
burying
pit
starting
rotating mechanism
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 - Lifetime
Application number
JP63014268A
Other languages
Japanese (ja)
Other versions
JPH01190896A (en
Inventor
知勇 重盛
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 JP63014268A priority Critical patent/JPH0656074B2/en
Publication of JPH01190896A publication Critical patent/JPH01190896A/en
Publication of JPH0656074B2 publication Critical patent/JPH0656074B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/28Enlarging drilled holes, e.g. by counterboring
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/20Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
    • E21B7/201Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes with helical conveying means

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】 I)…産業上の利用分野 本発明は、発進坑と到達坑の間に管(ヒューム管、鋼
管、塩ビ管等)を埋設する場合において、 発進坑内に設置した管埋設用掘削装置の全部または一部
を移動手段によって、管埋設中心線上から、その上下、
左右位置または斜上下位置等に移動するように設け、そ
の移動跡のスペースを、各種接続管等の接続その他の作
業に利用し得るようにして、もって、発進坑内の手スペ
ースを従来に比し格段に小さく形成し得るようにしたこ
とを特徴とする、管埋設工法及び管埋設装置に係るもの
である。
DETAILED DESCRIPTION OF THE INVENTION I) Industrial field of application The present invention is a pipe installed in a start pit when a pipe (a fume pipe, a steel pipe, a PVC pipe, etc.) is buried between the start pit and the arrival pit. By moving all or part of the burial digging device from above the pipe burial center line, up and down,
It is provided so that it can move to the left and right position or the diagonally up and down position, and the space of the movement mark can be used for connecting various connecting pipes and other work, so that the hand space in the start pit is smaller than before. The present invention relates to a pipe burying method and a pipe burying device, which are characterized in that they can be made extremely small.

II)…従来技術とその課題 (1)…現在、道路、線路、建築構築物、その他の障害
物等の地下に、ガス、上下水道、電信電話ケーブル用等
の管(ヒューム管、鋼管、塩ビ管等)を埋設する場合、
道路等の一部に発進坑(縦坑)と到達坑をあけ、発進坑
内に、回転機構(モーター、ギャボックス等からなる)
と推進機構(油圧シリンダ装置からなる)とで構成した
管埋設用掘削装置を設置し、例えば、 (i)、第1図の如く、先端に掘削ビットを取付けた設
定長(例、1m)のスクリューコンベヤ4aに圧接パイ
ロット管4bを套嵌したもの(以下、接続管4と記す)
を、管埋設用削装置1の回転機構で回転しつつ推進機構
で推進した後、次々と接続管4を接続して回転推進し
て、到達坑までパイロット坑を掘削し、次いで、最後部
の接続管4に掘削ヘッド3を取付け、掘削ヘッドを回転
掘削推進し乍ら設定長の管2(図示側、ヒューム管)を
次々と押し込み埋設して行うことや、 (ii)、或は出願人が先に特願62−314491号を
もって出願した、第2図示のものの如く、 掘削ビットを取付けた最前位の重合管5(設定長、例、
各1mの方向制御管、排土管、鞘管、埋設管等を重合し
たもの)を回転推進した後、次々と重合管5を接続して
到達坑まで貫通せしめ、次で、埋設管を残して他の重合
管を次々と後退して取外して、管(図示例、塩ビ管)の
埋設を行うことなどが実施されている。
II) ... Conventional technology and its problems (1) ... Currently, pipes (fume pipes, steel pipes, PVC pipes) for gas, water and sewage, telegraph and telephone cables, etc., underground, such as roads, railways, building structures, and other obstacles. Etc.) is buried,
A starting pit (vertical pit) and a reaching pit are opened in a part of the road, etc., and a rotation mechanism (consisting of a motor, a box, etc.) is provided inside the starting pit.
And a propulsion mechanism (comprising a hydraulic cylinder device) are installed in the pipe burial excavation device. For example, as shown in (i), FIG. The screw conveyor 4a fitted with the pressure contact pilot pipe 4b (hereinafter referred to as the connection pipe 4)
After being driven by the propulsion mechanism while being rotated by the rotating mechanism of the pipe burial cutting device 1, the connecting pipes 4 are connected one after another and rotationally propelled to excavate the pilot pit to the reaching pit, and then the last pit. The excavating head 3 is attached to the connecting pipe 4, and the excavating head is rotated and propelled to push and embed the pipes 2 (illustrated side, fume pipe) of a set length one after another, (ii) or the applicant No. 62-314491 filed by the above-mentioned Japanese Patent Application No. 62-314491, the frontmost superimposing pipe 5 (set length, eg,
After rotating and propelling 1 m of each direction control pipe, drain pipe, sheath pipe, buried pipe, etc.), connect the polymerization pipes 5 one after another to penetrate to the reaching pit, and then leave the buried pipe. Other polymerization tubes are successively retracted and removed to embed tubes (illustrated example, PVC pipes) and the like.

(2)…而して、上例に限らず、発進坑内で接続管等
を、管埋設中心線l上において接続し乍ら管埋設用掘削
装置で回転推進して埋設する場合には、発進坑内のスペ
ースとして、 (i)、第3図(イ)の如く、A+B+C=3500〜
4000mm (ii)、(ロ)の如く、A+B+D+D=3000〜3
500mm が最小限必要とされてきた。
(2) However, not limited to the above example, when connecting a connecting pipe or the like on the pipe burying center line l in the starting mine and rotatably propelling the pipe by a pipe burial digging device, the starting is started. As the space inside the mine, as shown in (i) and Fig. 3 (a), A + B + C = 3500
4000 mm (ii), (b), A + B + D + D = 3000-3
A minimum of 500 mm has been required.

A…管埋設用掘削装置の設置スペース B…例、設定長(例、1m)の重合管5の長さ C…重合管の内側の管に外側の管を套嵌するためのスペ
ース D…予じめ重合した接続管等を管埋設用掘削装置及び前
位の接続管等にボルト連結するに必要なスペース (3)…ところが、近時、特に都市部内の工事現場にお
いては、工事のための占有スペースを極力小さくして、
必要最小限に止め、交通その他の障害とならないように
することが、一番の用件とされるため、従来、特に広い
スペースを必要とする発進坑のスペースを、少しでも縮
小することが大きな課題とされてきたものである。
A ... Installation space for pipe digging device B ... Example, length of superposed pipe 5 with set length (eg, 1 m) C ... Space for fitting outer pipe to inner pipe of superposed pipe D ... Pre Space required for bolting the connection pipes that have been superposed and polymerized to the pipe digging device and the connection pipes at the front (3) ... However, recently, especially at construction sites in urban areas Make the occupied space as small as possible,
Since it is the most important requirement to keep it to the minimum necessary and not to obstruct traffic or other obstacles, it is important to reduce the space of the launch pit, which conventionally required a particularly large space, as much as possible. It has been regarded as an issue.

III)…本発明の目的 そこで、本発明は、発進坑内において大きな割合を占め
る管埋設用掘削装置のスペースを最も有効に利用するこ
とを企図し、該装置を管埋設中心線上から外に一時的に
移動し得るようにすることによって、該装置の移動跡
を、上記中心線上での作業であり、広いスペースを必要
とする、接続管等の接続作業用に利用し得るようにし、
もって、その分だけ発進坑のスペースを小さく形成し得
るようにしたものである。
III) ... OBJECT OF THE INVENTION Therefore, the present invention intends to make the most effective use of the space of the pipe digging device that occupies a large proportion in the start pit, and temporarily moves the device out from above the pipe burying center line. By making it possible to move to, it is possible to use the trace of movement of the device for connecting work such as connecting pipes, which is a work on the center line and requires a large space,
Therefore, the space of the starting shaft can be made smaller by that much.

IV)……本発明工法−1 (1)……即ち、本発明は、発進坑、到達坑間等に管を
埋設する工法において、 発進坑内に設置した管埋設用掘削装置の全部または一
部、即ちモーター、ギャボックス等からなる回転機構と
油圧シリンダ装置からなる推進機構とで構成した管埋設
用掘削装置の全部または一部を、 管埋設用掘削装置の側面部等を固定側即ち発進坑側に設
けた支持軸に回転自在に枢着して、管埋設用掘削装置の
全部または一部を上記支持軸を支点として斜上側部等に
回転移動するように設ける、 若しくは、管埋設用掘削装置の回転機構に発進坑内の適
宜の固定点に一端を結着したワイヤーの他端を取付け、
回転機構の回転でワイヤーを回転機構に巻付けることに
よって、管埋設用掘削装置の全部または一部を管埋設中
心線上から固定点方向に移動するように設ける等の移動
手段によって、 管埋設中心線の上下、左右位置または斜上下位置等に移
動し、その移動跡に形成されたスペースを利用して、上
記管埋設中心線上における接続管等の接続その他の作業
を行うようにしたことを特徴とする、 管埋設工法である。
IV) …… Invention method-1 (1) …… That is, the present invention is a method of burying a pipe between a starting pit and a reaching pit, in which all or a part of the pipe digging device installed in the starting pit. That is, all or part of the pipe digging digging device composed of a rotating mechanism composed of a motor and a gear box, and a propulsion mechanism consisting of a hydraulic cylinder device, and the side surface of the pipe digging rig is fixed to the starting side. Rotatably and pivotally attached to a support shaft provided on the side, and the whole or part of the pipe digging device is provided so as to be rotationally moved to an obliquely upper portion or the like with the support shaft as a fulcrum, or pipe digging. Attach the other end of the wire, one end of which is attached to an appropriate fixed point in the starting shaft to the rotating mechanism of the device,
By winding the wire around the rotating mechanism by the rotation of the rotating mechanism, the whole or part of the pipe digging device is moved so as to move from the pipe burying center line to the fixed point direction. It is characterized in that it is moved up and down, left and right position or diagonal up and down position, etc., and using the space formed in the movement trace, connection of the connecting pipe etc. on the pipe burying center line and other work are performed. Yes, it is a pipe burying method.

(2)…実施例 上記本発明の実施例を図面につき説明すると、 発進坑、到達坑間等に管に埋設する工法において、 発進坑内に設置した管埋設用掘削装置1の全部または一
部、即ちモーター、ギャボックス等からなる回転機構と
油圧シリンダ装置からなる推進機構とで構成した管埋設
用掘削装置1の全部または一部を、 管埋設用掘削装置1の側面部等を固定側即ち発進坑側に
設けた支持軸6に回転自在に枢着して、管埋設用掘削装
置1の全部または一部を上記支持軸6を支点として斜上
側部等に回転移動するように設ける、 若しくは、管埋設用掘削装置1の回転機構に発進坑内の
適宜の固定点Pに一端を結着したワイヤー7の他端を取
付け、回転機構1aの回転でワイヤー7を回転機構1a
に巻付けることによって、管埋設用掘削装置1の全部ま
たは一部を管埋設中心線l上から固定点P方向に移動す
るように設ける等の移動手段によって、 管埋設中心線lの上下、左右位置までは斜上下位置等に
移動し、その移動跡に形成されたスペースを利用して、
上記管埋設中心線l上における接続管4等の接続その他
の作業を行うようにしたことを特徴とする、管埋設工法
である。
(2) ... Examples When the above-mentioned embodiments of the present invention are described with reference to the drawings, in a method of burying in a pipe between a starting pit and a reaching pit, all or a part of the pipe digging device 1 installed in the starting pit, That is, the whole or a part of the pipe digging device 1 composed of a rotating mechanism including a motor and a gearbox and a propulsion mechanism including a hydraulic cylinder device, and a side surface of the pipe digging device 1 on a fixed side, that is, a starting point. It is rotatably pivotally attached to a support shaft 6 provided on the mine side, and the whole or a part of the pipe burial excavation device 1 is provided so as to be rotationally moved to an obliquely upper part or the like with the support shaft 6 as a fulcrum, or The other end of the wire 7 having one end attached to an appropriate fixed point P in the starting shaft is attached to the rotating mechanism of the pipe digging device 1, and the wire 7 is rotated by rotating the rotating mechanism 1a.
The whole or part of the pipe digging device 1 is wound around the pipe burying center so as to move in the fixed point P direction from above the pipe burying center line l. Move to the diagonal up and down position etc. to the position and use the space formed in the movement trace,
The pipe burying method is characterized in that the connecting pipe 4 and the like on the pipe burying center line 1 are connected and other work is performed.

上記において、管若しくは埋設管とは、ヒューム、鋼
管、塩ビ管等である。
In the above, the pipe or the buried pipe is a fume, a steel pipe, a vinyl chloride pipe or the like.

V)…本発明工法−2 (1)…また本発明は、発進坑内に、モーター、ギャボ
ックス等からなる回転機構と油圧シリンダ装置からなる
推進機構とで構成した管埋設用掘削装置を設置し、先端
に掘削ビット等を取付けた接続管等を回転機構で回転し
乍ら推進機構で推進し、また接続管等を次々と接続して
埋設するようにした、発進坑、到達坑間等に管を埋設す
る工法において、上記発進坑内のスペースを、上記管埋
設用掘削装置の設置スペースに、接続管等の設定長寸法
を加算したスペースに形成することを特徴とする、管埋
設工法である。
V) ... Method of the present invention-2 (1) ... Further, according to the present invention, a pipe burial excavator including a rotating mechanism including a motor and a gearbox and a propulsion mechanism including a hydraulic cylinder device is installed in a starting shaft. , A connecting pipe etc. with a drilling bit etc. attached to the tip is rotated by a rotating mechanism to be propelled by a propulsion mechanism, and connecting pipes etc. are connected one after another to be buried. In the method of burying a pipe, the space in the starting pit is formed in a space obtained by adding a set length dimension of a connecting pipe or the like to a space for installing the excavation device for burying the pipe, which is a pipe burying method. .

(2)…実施例 発進坑内に、モーター、ギャボックス等からなる回転機
構1aと油圧シリンダ装置からなる推進機構とで構成し
た管埋設用掘削装置1を設置し、先端に掘削ビット等を
取付けた接続管4等を回転機構1aで回転し乍ら推進機
構で推進し、また接続管4等を次々と接続して埋設する
ようにした、発進坑、到達坑間等に管を埋設する工法に
おいて、 発進坑内のスペースを、管埋設用掘削装置1+接続管4
等の設定長寸法(例、1m)だけのスペースにするもの
である。
(2) ... Example A pipe burial excavating device 1 including a rotating mechanism 1a including a motor and a gearbox and a propulsion mechanism including a hydraulic cylinder device was installed in a starting shaft, and an excavating bit and the like were attached to a tip of the excavating device. In a construction method of burying pipes between a starting pit and a reaching pit, in which the connecting pipes 4 and the like are rotated by a rotating mechanism 1a and propelled by a propulsion mechanism, and the connecting pipes 4 and the like are successively connected and buried. , The space in the start pit, the excavation equipment for pipe burial 1 + connecting pipe 4
The space is limited to the set length dimension (eg, 1 m).

例、A+B=2500mm以下(第3図(ハ)参照)。For example, A + B = 2500 mm or less (see Fig. 3 (C)).

VI)…本発明管埋設用掘削装置−1 (1)…また本発明は、管埋設用掘削装置、即ちモータ
ー、ギャボックス等からなる回転機構と油圧シリンダ装
置からなる推進機構とで構成し、また発進坑、到達坑間
等に管を埋設するとき、発進坑内に設置する管埋設用掘
削装置、の側面部等を固定側即ち発進坑側に設けた支持
軸に回転自在に枢着して、管埋設用掘削装置の全部また
は一部を上記支持軸を支点として斜上側部等に回転移動
するように設けた、管埋設用掘削装置である。
VI) ... Excavation device for burying pipes of the present invention-1 (1) ... Further, the present invention is composed of an excavation device for burying pipes, that is, a rotating mechanism including a motor and a box and a propulsion mechanism including a hydraulic cylinder device. Also, when burying a pipe between the starting pit and the reaching pit, the side part of the pipe digging device installed in the starting pit is rotatably pivoted to the fixed side, that is, the support shaft provided on the starting pit side. The pipe digging device for burying a pipe is provided so that all or part of the digging device for burying a pipe is rotatably moved to an obliquely upper side or the like with the support shaft as a fulcrum.

(2)…実施例 管埋設用掘削装置1、即ちモーター、ギャボックス等か
らなる回転機構1aと油圧シリンダ装置からなる推進機
構とで構成し、また発進坑、到達坑間等に管を埋設する
とき、発進坑内に設置する管埋設用掘削装置1、の側面
部等を固定側即ち発進坑側に設けた支持軸6に回転自在
に枢着して、管埋設用掘削装置1の全部または一部を上
記支持軸6を支点として斜上側部等に回転移動するよう
にして管埋設用掘削装置を設けたものである。(第4図
(イ)参照) VII)…本発明管埋設用掘削装置−2 (1)…更に本発明は、管埋設用掘削装置、即ちモータ
ー、ギャボックス等からなる回転機構と油圧シリンダ装
置からなる推進機構とで構成し、また発進坑、到達坑間
等に管を埋設するとき、発進坑内に設置する管埋設用掘
削装置、の回転機構に発進坑内の適宜の固定点に一端を
結着したワイヤーの他端を取付け、回転機構の回転でワ
イヤーを回転機構に巻付けることによって、管埋設用掘
削装置の全部または一部を管埋設中心線上から固定点方
向に移動するように設けた、管埋設用掘削装置である。
(2) ... Example An embedding device 1 for burying a pipe, that is, a rotating mechanism 1a including a motor and a box and a propulsion mechanism including a hydraulic cylinder device, and burying a pipe between a starting pit and a reaching pit. At this time, the side portion of the pipe digging device 1 installed in the start pit is rotatably attached to the support shaft 6 provided on the fixed side, that is, the start pit side, so that all or one of the pipe digging device 1 is installed. An excavation device for burying a pipe is provided such that the portion is rotatably moved to an obliquely upper portion or the like with the support shaft 6 as a fulcrum. (See FIG. 4 (a)) VII) ... Pipe digging device of the present invention-2 (1) ... Further, the present invention is a pipe burying device, that is, a rotating mechanism and a hydraulic cylinder device including a motor, a box, and the like. When burying a pipe between the starting pit and the reaching pit, etc., one end is connected to an appropriate fixed point in the starting pit to the rotating mechanism of the pipe burial excavator installed in the starting pit. By attaching the other end of the attached wire and winding the wire around the rotating mechanism by the rotation of the rotating mechanism, the whole or part of the pipe digging device was provided so as to move from the pipe burying center line to the fixed point direction. , A pipe burial excavation device.

(2)…実施例 管埋設用掘削装置1、即ち、モーター、ギャボックス等
からなる回転機構1aと油圧シリンダ装置からなる推進
機構とで構成し、また発進坑、到達坑間等に管を埋設す
るとき、発進坑内に設置する管埋設用掘削装置1、の回
転機構1aに発進坑内の適宜の固定点Pに一端を結着し
たワイヤー7の他端を取付け、回転機構1aの回転でワ
イヤー7を回転機構1aに巻付けることによって、管埋
設用掘削装置1の全部または一部を管埋設中心線l上か
ら固定点P方向に移動するようにして、管埋設用掘削装
置を設けたものである。
(2) ... Example A pipe digging device 1 is composed of a rotating mechanism 1a consisting of a motor, a box, etc. and a propulsion mechanism consisting of a hydraulic cylinder device, and a pipe is buried between a starting pit and a reaching pit. At this time, the other end of the wire 7 having one end bonded to an appropriate fixed point P in the starting pit is attached to the rotating mechanism 1a of the pipe digging device 1 installed in the starting pit, and the wire 7 is rotated by the rotation of the rotating mechanism 1a. The pipe digging device for pipe burying is provided by winding all around the rotating mechanism 1a so as to move all or part of the pipe digging device for pipe burying 1 from the pipe burying center line 1 toward the fixed point P. is there.

例えば、第4図の(イ)は固定点Pを発進坑内の左斜上
部とし、管埋設用掘削装置1を支持軸6を支点として管
埋設中心線l上から左斜上方部に回転移動するものであ
り、 (ロ)は、固定点Pを管埋設用掘削装置1の上部に備え
たビーム等におき、管埋設中心線lの上方に移動するも
のであり、 (ハ)は、固定点Pを右側面におき、該方向に移動する
例を示したものである。
For example, in FIG. 4 (a), the fixed point P is set to the upper left slant in the starting pit, and the pipe digging device 1 is rotationally moved from the pipe burying center line 1 to the upper left sloping part using the support shaft 6 as a fulcrum. In (b), the fixed point P is placed on a beam or the like provided on the upper part of the pipe burial excavation device 1 and moved above the pipe burying center line l, and (c) is a fixed point. It shows an example in which P is placed on the right side surface and moves in that direction.

VIII)…作用 (1)、発進坑内において、管埋設中心線l上に設置し
た管埋設用掘削装置1に先端に掘削ビットを取付けた最
前位の接続管4等(設定長のスクリューコンベヤ及び圧
密パイロット等、または重合管5等)を取付け、回転し
乍ら設定長掘削推進する。
VIII) ... Action (1), in the start pit, the foremost connecting pipe 4 or the like having the drill bit attached to the tip of the pipe digging device 1 installed on the pipe burying center line 1 (screw conveyor of set length and consolidation) Attach a pilot, etc., or polymerization tube 5 etc.) and rotate it to excavate for a set length.

(2)、次に、装置1を取外し後退し、例えば、斜上方
部に移動し、その跡スペースにて、次位の接続管4等を
接続し、また、装置1を復元移動して接続管4等に取付
け、再び設定長回転推進し、 (3)、上項記載の作用を繰り返して、到達坑まで回転
掘削推進する。
(2) Next, the device 1 is detached and retracted, for example, moved to an obliquely upper part, and the connection pipe 4 and the like of the next position are connected in the space where it remains, and the device 1 is restored and moved and connected. The pipe is attached to the pipe 4 and the like, and is propelled for a set length again, and (3) and the above operation is repeated to propel the rotary excavation to the reaching pit.

(4)、而して、第1図示実施例の場合は、到達坑内
で、接続管4その他を次々と取外して、管(ヒューム
等)埋設を完了し、第2図示実施例の場合は、埋設管
(最外側の塩ビ管)を残して、他の重合管を上記と逆に
設定長宛、装置1で発進坑内に引き戻し、次々と取外し
て(この時、上記と同じく装置1の移動と復元を繰り返
す)、管(塩ビ管)の埋設を完了するものである。
(4) Thus, in the case of the first illustrated embodiment, the connection pipes 4 and others are successively removed in the reaching pit to complete the burying of the pipe (fume etc.), and in the case of the second illustrated embodiment, With the buried pipe (outermost PVC pipe) remaining, the other polymerizing pipes were set back to the set length in reverse to the above with the device 1 and pulled back into the starting pit, and removed one after another (at this time, as with the above movement of the device 1 The restoration is repeated) and the embedding of the pipe (PVC pipe) is completed.

(5)、上記の作用は、全て、発進坑内の管埋設用掘削
装置+接続管等だけのスペース(第3図(ハ)、A+B
=2500mm以下)で行い得るものである。
(5) All the above-mentioned actions are the space only for the pipe burial excavation device + connecting pipes in the starting pit (Fig. 3 (C), A + B).
= 2,500 mm or less).

IX)…効果 (1)…以上の通り、本発明は発進坑内における管埋設
用掘削装置を移動自在としたので、その跡スペースを利
用して、接続管等の接続その他の作業を、広い作業スペ
ースでゆとりをもってスムーズかつ安全に遂行し得る多
大の効果がある。
IX) ... Effects (1) ... As described above, the present invention allows the excavation device for burying pipes in the start pit to be movable, so that the space left by the excavation device can be used for a wide range of work such as connecting pipes. It has a great effect that it can be executed smoothly and safely in a space.

(2)…上記特徴によって、発進坑のスペースを従来に
比し、格段に小スペースに形成可能となり、よって、特
に、都市過密部における各種管の埋設工事用として、最
適な管埋設工法及び装置を提供し得る。
(2) ... Due to the above features, the space of the starting shaft can be formed in a much smaller space than the conventional one, so that an optimal pipe burying method and device is particularly suitable for burying various pipes in an overcrowded urban area. Can be provided.

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

第1図、及び、第2図は本発明工法の説明図で、併わせ
て従来例の説明図を兼ねた図、第3図は発進坑内スペー
スの使用状態を示す図で、(イ)、(ロ)は従来の場
合、(ハ)は本発明の場合を示す図、第4図は発進坑内
において管埋設用掘削装置を移動する状態の説明図で、
(イ)は支持軸を支点として斜上方部に、(ロ)はビー
ムに吊って直上方向に、(ハ)は左側方部に夫々移動す
る例を示した図である。 符号 l……管埋設中心線、P……固定点、 1……管埋設用掘削装置、1a……回転機構、2……
管、埋設管(ヒューム管、塩ビ管等)、3……掘削ヘッ
ド、4……接続管、4a……スクリューコンベヤ、4b
……圧密パイロット管、5……重合管、6……支持軸、
7……ワイヤー。
FIG. 1 and FIG. 2 are explanatory views of the method of the present invention, which also serve as explanatory views of the conventional example, and FIG. 3 is a diagram showing a use state of the starting pit space, (a), (B) shows a conventional case, (C) shows a case of the present invention, and FIG. 4 is an explanatory view of a state in which the pipe burial excavating device is moved in the starting pit.
(A) is a diagram showing an example in which a support shaft is used as a fulcrum to move obliquely upward, (B) is hung from a beam to move directly upward, and (C) is moved to a left side. Reference numeral 1 ... Pipe burying center line, P ... Fixed point, 1 ... Pipe burying excavator, 1a ... Rotation mechanism, 2 ...
Pipes, buried pipes (fume pipes, PVC pipes, etc.), 3 ... Drilling head, 4 ... Connection pipe, 4a ... Screw conveyor, 4b
...... Consolidation pilot pipe, 5 …… Polymerization pipe, 6 …… Support shaft,
7 ... Wire.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】管埋設用掘削装置、即ちモーター、ギヤボ
ックス等からなる回転機構と油圧シリンダ装置からなる
推進機構とで構成し、また発進坑、到達坑間等に管を埋
設するとき、発進坑内に設置する管埋設用掘削装置、の
側面部等を固定側即ち発進坑側に設けた支持軸に回転自
在に枢着して、管埋設用掘削装置の全部または一部を上
記支持軸を支点として斜上側部等に回転移動するように
設けた、管埋設用掘削装置。
1. An excavation device for burying a pipe, that is, a rotating mechanism composed of a motor, a gear box and the like, and a propulsion mechanism composed of a hydraulic cylinder device, and when a pipe is buried between a starting pit and a reaching pit, it is started. Pipe digging equipment to be installed in the mine, the side portion of the fixed side, that is, the support shaft provided on the fixed side, that is, the starting mine side is rotatably pivoted, the whole or part of the pipe digging equipment to the support shaft. An excavation device for burying a pipe, which is provided as a fulcrum so as to be rotated and moved to an upper inclined portion or the like.
【請求項2】管埋設用掘削装置、即ち、モーター、ギヤ
ボックス等からなる回転機構と油圧シリンダ装置からな
る推進機構とで構成し、また発進坑、到達坑間等に管を
埋設するとき、発進坑内に設置する管埋設用掘削装置、
の回転機構に発進坑内の適宜の固定点に一端を結着した
ワイヤーの他端を取付け、回転機構の回転でワイヤーを
回転機構に巻付けることによって、管埋設用掘削装置の
全部または一部を管埋設中心線上から固定点方向に移動
するように設けた、管埋設用掘削装置。
2. An excavation device for burying a pipe, that is, a rotating mechanism including a motor and a gear box and a propulsion mechanism including a hydraulic cylinder device, and when burying a pipe between a starting pit and a reaching pit, Excavation equipment for pipe burial installed in the start pit,
Attach the other end of the wire, one end of which is attached to an appropriate fixed point in the starting shaft to the rotating mechanism, and wind the wire around the rotating mechanism by rotating the rotating mechanism, thereby all or part of the pipe burial digging device. An excavation device for burying a pipe, provided so as to move from a center line of the burying pipe to a fixed point direction.
JP63014268A 1988-01-25 1988-01-25 Drilling equipment for pipe burial Expired - Lifetime JPH0656074B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63014268A JPH0656074B2 (en) 1988-01-25 1988-01-25 Drilling equipment for pipe burial

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63014268A JPH0656074B2 (en) 1988-01-25 1988-01-25 Drilling equipment for pipe burial

Publications (2)

Publication Number Publication Date
JPH01190896A JPH01190896A (en) 1989-07-31
JPH0656074B2 true JPH0656074B2 (en) 1994-07-27

Family

ID=11856342

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63014268A Expired - Lifetime JPH0656074B2 (en) 1988-01-25 1988-01-25 Drilling equipment for pipe burial

Country Status (1)

Country Link
JP (1) JPH0656074B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01156296U (en) * 1988-04-21 1989-10-26

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS599717A (en) * 1982-07-09 1984-01-19 Hitachi Ltd Automatic thickness control device
JPS60169392U (en) * 1984-04-13 1985-11-09 株式会社クボタ Propulsion machine for propulsion method
JPS6124515A (en) * 1984-07-11 1986-02-03 Nikko Kemikaruzu Kk Pharmaceutical preparation composition
JPS6126785U (en) * 1984-07-25 1986-02-18 東京瓦斯株式会社 horizontal hole digging device

Also Published As

Publication number Publication date
JPH01190896A (en) 1989-07-31

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