JPH0791177A - Horizontal hole augering machine equipped with differential epicyclic reduction gear - Google Patents

Horizontal hole augering machine equipped with differential epicyclic reduction gear

Info

Publication number
JPH0791177A
JPH0791177A JP35502891A JP35502891A JPH0791177A JP H0791177 A JPH0791177 A JP H0791177A JP 35502891 A JP35502891 A JP 35502891A JP 35502891 A JP35502891 A JP 35502891A JP H0791177 A JPH0791177 A JP H0791177A
Authority
JP
Japan
Prior art keywords
partition wall
horizontal hole
water
tuyere
reduction gear
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
JP35502891A
Other languages
Japanese (ja)
Other versions
JP2903028B2 (en
Inventor
Hideyoshi Suzue
秀吉 鈴江
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.)
TAIKO TEX KK
Yachiyo Engineering Co Ltd
Original Assignee
TAIKO TEX KK
Yachiyo Engineering 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 TAIKO TEX KK, Yachiyo Engineering Co Ltd filed Critical TAIKO TEX KK
Priority to JP35502891A priority Critical patent/JP2903028B2/en
Publication of JPH0791177A publication Critical patent/JPH0791177A/en
Application granted granted Critical
Publication of JP2903028B2 publication Critical patent/JP2903028B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To enhance the performance of a horizontal hole augering machine used to dig a horizontal hole in underground embedding and crossing work, such as sewerage, water supply and telephone cable. CONSTITUTION:This invention relates a horizontal hole augering machine in which a cylinder-shaped tuyere 16 is laid out in front of a pipe member 14 to be pushed into a horizontal hole by way of a partition wall 15 while a rotary cutter 25 is installed to the front of the tuyere 16, a water-sealed type differential epicyclic reduction gear 55 is installed inside the tuyere 16 in front of the partition wall 15. An output shaft of a motor 56 installed to the rear side of the partition wall 15 is connected to an input shaft 57 of the water-sealed type differential epicyclic reduction gear 55 by way of the partition wall 15 where a rotary shaft output part of the water-sealed differential epicyclic reduction gear 55 is connected to the rotary cutter 25.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、下水道・上水道・電話
ケーブルなど地下埋設・諸横断工事において、横穴を掘
るのに用いる横穴掘進機に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a horizontal hole excavator used for digging a horizontal hole in underground burial and various crossover works such as sewerage, water supply, and telephone cable.

【0002】[0002]

【従来の技術】さく岩機が穴の中に入らないヒューム管
用の小径の横穴掘進機として、管体の前端に回転カッタ
ーを設けたものは、特公昭61−56391号公報に記
載されている。
2. Description of the Related Art A small-diameter horizontal hole excavator for a Hume pipe in which a rock drill does not go into a hole and which has a rotary cutter at the front end of a pipe body is described in Japanese Patent Publication No. 61-56391. .

【0003】[0003]

【発明が解決しようとする課題】本発明は、従来の横穴
掘進機に比べて高能率の横穴掘進機を提供しようとする
ものである。
SUMMARY OF THE INVENTION An object of the present invention is to provide a horizontal hole excavator having a higher efficiency than the conventional horizontal hole excavator.

【0004】[0004]

【課題を解決するための手段】図面を参考にして説明す
る。本発明に係る差動遊星減速機付き横穴掘進機は、横
穴11内に押込むところの管体14の前部に仕切壁15
を介して円筒状羽口16を配置し、羽口16の前側に回
転カッター25を配置した横穴掘進機であって、仕切壁
15の前側の羽口16内に水封型差動遊星減速機55を
配置し、仕切壁15の後側に配置したモーター56の出
力軸を仕切壁15を通して水封型差動遊星減速機55の
入力軸57に連結し、水封型差動遊星減速機の回転出力
部分を回転カッター25に接続してなるものである。
A means for solving the problems will be described with reference to the drawings. The horizontal hole excavator with a differential planetary speed reducer according to the present invention is provided with a partition wall 15 at the front of the pipe body 14 which is pushed into the horizontal hole 11.
A horizontal hole excavator in which a cylindrical tuyere 16 is disposed through a rotary cutter 25 on the front side of the tuyere 16, and a water-sealed differential planetary speed reducer is provided in the tuyere 16 on the front side of the partition wall 15. 55 is arranged and the output shaft of the motor 56 arranged on the rear side of the partition wall 15 is connected to the input shaft 57 of the water-sealed differential planetary speed reducer 55 through the partition wall 15, The rotation output portion is connected to the rotation cutter 25.

【0005】[0005]

【実施例】土地10に設けた横穴11内にシール材12
を配して押込むところの管体14の前部に仕切壁15を
介して円筒状羽口16を配置し、円筒状羽口16の前側
に回転カッター25を配置して横穴掘進機が構成されて
いる。
[Embodiment] The sealing material 12 is placed in the lateral hole 11 provided in the land 10.
A cylindrical tuyere 16 is arranged in front of the tubular body 14 through which the wall is arranged and pushed, and a rotary cutter 25 is arranged in front of the cylindrical tuyere 16 to form a horizontal hole machine. Has been done.

【0006】水ポンプ40からの送水路41を2つに分
岐し、一方を第1送水路42を介して仕切壁15の第1
吐出口43に連通させると共に他方を第2送水路44を
介して仕切壁15近くの管体14の周壁の第2吐出口4
5に連通させ、且つ第1送水路43及び第2送水路44
にそれぞれ流量制御弁46,47を設け、仕切壁15の
下部に横穴11外に通じる排水路48を設けてある。
The water supply passage 41 from the water pump 40 is branched into two, and one of them is connected to the first water supply passage 42 through the first water supply passage 42 to form the first partition wall 15 of the partition wall 15.
The second discharge port 4 on the peripheral wall of the pipe body 14 near the partition wall 15 is made to communicate with the discharge port 43 and the other through the second water supply passage 44.
5, and the 1st water supply path 43 and the 2nd water supply path 44
Flow control valves 46 and 47 are provided in each of them, and a drainage channel 48 communicating with the outside of the lateral hole 11 is provided below the partition wall 15.

【0007】硬質岩盤・硬質土を掘削するときには、第
2吐出口45のみ、又は第2吐出口45及び第1吐出口
43から水を送り、角8を水冷却しながら、削り取った
土・石を水と共に排水路48に導き排水ポンプ49によ
って取り出される。
When excavating hard rock / hard soil, water is sent only from the second discharge port 45 or from the second discharge port 45 and the first discharge port 43, and the soil and stone scraped off while cooling the corner 8 with water. Is introduced into a drainage channel 48 together with water and taken out by a drainage pump 49.

【0008】仕切壁15の前側の羽口16内に水封型差
動遊星減速機55を配置し、仕切壁15の後側に配置し
たモーター56の出力軸を仕切壁15を通して水封型差
動遊星減速機55の入力軸57に連結し、水封型差動遊
星減速機の回転出力部分を回転カッター25に接続して
ある。
A water-sealed differential planetary speed reducer 55 is arranged in the tuyere 16 on the front side of the partition wall 15, and the output shaft of a motor 56 arranged on the rear side of the partition wall 15 is passed through the partition wall 15 to form a water-sealed differential gear. It is connected to the input shaft 57 of the moving planetary speed reducer 55, and the rotation output part of the water-sealed differential planetary speed reducer is connected to the rotary cutter 25.

【0009】水封型差動遊星減速機55が羽口16内に
あるので、全体を小型にまとめることが出来る。なお、
図中57は入力軸、58はダブル型遊星歯車で、回転す
る歯車枠59に放射状に複数個保持されており、第1歯
車61と第2歯車62を有している。60は仕切壁15
に固着したインナー固定歯車で、第2歯車62と噛合っ
ている。63は入力軸57に固着したサンギヤで第1歯
車と噛合っている。64は回転カッター25と一体に回
転するインナーギヤである。65は入力軸57とインナ
ー固定歯車60との間に介在させた軸受、66はインナ
ー固定歯車60とインナーギヤ64との間に介在させた
ベアリングである。
Since the water-sealed differential planetary speed reducer 55 is provided inside the tuyere 16, the whole structure can be made compact. In addition,
In the figure, 57 is an input shaft, 58 is a double type planetary gear, and a plurality of them are radially held by a rotating gear frame 59, and have a first gear 61 and a second gear 62. 60 is a partition wall 15
An inner fixed gear fixed to the second gear 62 meshes with the inner fixed gear. Reference numeral 63 denotes a sun gear fixed to the input shaft 57, which meshes with the first gear. Reference numeral 64 denotes an inner gear that rotates together with the rotary cutter 25. Reference numeral 65 is a bearing interposed between the input shaft 57 and the inner fixed gear 60, and 66 is a bearing interposed between the inner fixed gear 60 and the inner gear 64.

【0010】羽口16内に回転カッター25と共に回転
する截頭円錐形クラッシャーコーン70を後拡がりに配
置し、且つ円筒状羽口16の中心軸線P−Pに対し截頭
円錐形クラッシャーコーン70の中心軸線Q−Qを偏心
し、クラッシャーコーン70の後端に外歯車状凹凸部7
1を設け、外歯車状凹凸部71の直後に、内歯車状凸凹
部72とその前方に前拡がりに連続する截頭円錐形部よ
りなるガイドコーン73を円筒状羽口16内に配置固定
してある。
A frusto-conical crusher cone 70 that rotates with the rotary cutter 25 is arranged in the tuyere 16 in a rearward spread, and the frusto-conical crusher cone 70 with respect to the central axis P-P of the cylindrical tuyere 16. The central axis Q-Q is eccentric, and the external gear-shaped uneven portion 7 is provided at the rear end of the crusher cone 70.
1 is provided, and immediately after the external gear-shaped concave-convex portion 71, an internal gear-shaped convex-concave portion 72 and a guide cone 73 composed of a truncated conical portion continuous in front of the internal gear-shaped convex concave portion 72 are arranged and fixed in the cylindrical tuyere 16. There is.

【0011】クラッシャーコーン70はインナーギヤ6
4の外側に嵌合固定されている。回転カッター25と共
にクラッシヤーコーン70が回転し、回転カッター25
によって砕かれた岩石中大きなものが凸凹部72と凹凸
部71の間を通過するとき偏心回転する凹凸部71によ
って挟み込む如くして砕かれる。
The crusher cone 70 is an inner gear 6
It is fitted and fixed to the outside of 4. The crusher cone 70 rotates together with the rotary cutter 25,
A large rock among the rocks crushed by is crushed as if it is sandwiched by the uneven portion 71 that is eccentrically rotated when passing between the uneven recess 72 and the uneven portion 71.

【0012】略円錐体2を円錐体軸9に回転自在に支承
し、且つ円錐体2の円錐面に多数個の角8を突設して構
成したカッターユニット1を構成し、複数個のカッター
ユニットを遊星状に配置し、各カッターユニット1が回
転するとき構成する軌跡の前端が円筒状羽口の中心軸線
P−Pに対して略直交する前方に凸のテーパー面S上に
位置する如く構成したものである。
A cutter unit 1 is constructed by rotatably supporting a substantially conical body 2 on a conical body shaft 9 and projecting a number of corners 8 on the conical surface of the conical body 2 to form a plurality of cutters. The units are arranged in a planetary shape so that the front end of the locus formed when each cutter unit 1 rotates is positioned on the forwardly convex tapered surface S that is substantially orthogonal to the central axis P-P of the cylindrical tuyere. It is composed.

【0013】27は回転カッター25の基板で、インナ
ーギヤ64に固着されている。28は基板27に固定し
た支台で、該支台28に円錐体軸9が支持されるように
なっている。29は回転カツターの円筒状カバーで、前
面にはテーパー面Sがカバー29の前側に形成される如
く各カッターユニット1の位置に応じた窓孔30が設け
てある。
Reference numeral 27 denotes a substrate of the rotary cutter 25, which is fixed to the inner gear 64. Reference numeral 28 denotes an abutment fixed to the substrate 27, and the cone shaft 9 is supported by the abutment 28. Reference numeral 29 is a cylindrical cover of a rotary cutter, and a front surface thereof is provided with a window hole 30 corresponding to the position of each cutter unit 1 so that a tapered surface S is formed on the front side of the cover 29.

【0014】管体14を(必要に応じヒユーム管13を
介在させ)推進ジャッキ17で押しながら、回転カッタ
ー25を回転させると、円錐体軸9のまわりを円錐体2
が回転し、角8によって岩盤を削り取る。
When the rotary cutter 25 is rotated while pushing the tubular body 14 with the propulsion jack 17 (with the Hume tube 13 interposed if necessary), the conical body 2 is rotated around the conical body axis 9.
Rotates and scrapes the bedrock by corner 8.

【0015】[0015]

【発明の効果】本発明によれば、著しく能率的に掘進を
行うことが出来る。
According to the present invention, excavation can be performed extremely efficiently.

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

【図1】工事場の側面図である。FIG. 1 is a side view of a construction site.

【図2】掘進機の一部省略側面図である。FIG. 2 is a partially omitted side view of the excavator.

【図3】掘進機の他の一部省略側面図である。FIG. 3 is another partially omitted side view of the excavator.

【図4】上下対称な水封型差動遊星減速機の下半部省略
側面図である。
FIG. 4 is an abbreviated side view of the lower half of a vertically sealed water-sealed differential planetary speed reducer.

【図5】カッターユニットの側面図である。FIG. 5 is a side view of a cutter unit.

【図6】回転カッターの正面図である。FIG. 6 is a front view of a rotary cutter.

【図7】図6のA−A視図である。FIG. 7 is a view taken along line AA of FIG.

【図8】図3のB−B切断機省略正面図である。FIG. 8 is a front view with the BB cutting machine of FIG. 3 omitted.

【符号の説明】[Explanation of symbols]

1 カッターユニット 2 円錐体 8 角 9 円錐体軸 10 土地 11 横穴 12 シール材 13 ヒューム管 14 管体 15 仕切壁 16 円筒状羽口 17 推進ジャッキ 25 回転カッター 27 基板 28 支台 29 カバー 30 窓孔 40 水ポンプ 41 送水路 42 第1送水路 43 第1吐出口 44 第2送水路 45 第2吐出口 46 第1流量制御弁 47 第2流量制御弁 48 排水路 49 排水ポンプ 55 水封型差動遊星減速機 56 モーター 57 入力軸 58 ダブル型遊星ギヤ 59 ギヤ枠 60 インナー固定歯車 61 第1歯車 62 第2歯車 63 サンギヤ 64 インナーギヤ 65 軸受 66 ベアリング 70 クラッシャーコーン 71 凹凸部 72 凸凹部 73 ガイドコーン P−P 羽口の中心軸線 Q−Q クラッシャーコーンの中心軸線 S テーパー面 1 Cutter Unit 2 Cone 8 Cone 9 Cone Shaft 10 Land 11 Side Hole 12 Sealing Material 13 Fume Tube 14 Tubular Body 15 Partition Wall 16 Cylindrical Tuyere 17 Propulsion Jack 25 Rotating Cutter 27 Substrate 28 Abutment 29 Cover 30 Window Hole 40 Water pump 41 Water channel 42 First water channel 43 First outlet 44 Second water channel 45 Second outlet 46 First flow rate control valve 47 Second flow rate control valve 48 Drainage channel 49 Drainage pump 55 Water-sealed differential planet Speed reducer 56 Motor 57 Input shaft 58 Double type planetary gear 59 Gear frame 60 Inner fixed gear 61 First gear 62 Second gear 63 Sun gear 64 Inner gear 65 Bearing 66 Bearing 70 Crusher cone 71 Concavo-convex portion 72 Convex concave portion 73 Guide cone P- P Central axis of tuyere Q-Q Central axis of crusher cone S-ta Par surface

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 横穴(11)内に押込むところの管体
(14)の前部に仕切壁(15)を介して円筒状羽口
(16)を配置し、羽口(16)の前側に回転カッター
(25)を配置した横穴掘進機であって、 仕切壁(15)の前側の羽口(16)内に水封型差動遊
星減速機(55)を配置し、仕切壁(15)の後側に配
置したモーター(56)の出力軸を仕切壁(15)を通
して水封型差動遊星減速機(55)の入力軸(57)に
連結し、水封型差動遊星減速機の回転出力部分を回転カ
ッター(25)に接続してなる差動遊星減速機付き横穴
掘進機。
1. A cylindrical tuyere (16) is arranged through a partition wall (15) at the front part of a tubular body (14) to be pushed into a lateral hole (11), and the front side of the tuyere (16). A horizontal hole excavator having a rotary cutter (25) arranged in the partition wall (15), in which a water-sealed differential planetary speed reducer (55) is arranged in the tuyere (16) in front of the partition wall (15). ) The output shaft of the motor (56) arranged on the rear side is connected to the input shaft (57) of the water-sealed differential planetary speed reducer (55) through the partition wall (15) to form a water-sealed differential planetary speed reducer. A horizontal hole excavator with a differential planetary speed reducer in which the rotary output part of is connected to a rotary cutter (25).
JP35502891A 1991-12-19 1991-12-19 Side drilling machine with differential planetary reducer Expired - Fee Related JP2903028B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35502891A JP2903028B2 (en) 1991-12-19 1991-12-19 Side drilling machine with differential planetary reducer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35502891A JP2903028B2 (en) 1991-12-19 1991-12-19 Side drilling machine with differential planetary reducer

Publications (2)

Publication Number Publication Date
JPH0791177A true JPH0791177A (en) 1995-04-04
JP2903028B2 JP2903028B2 (en) 1999-06-07

Family

ID=18441492

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35502891A Expired - Fee Related JP2903028B2 (en) 1991-12-19 1991-12-19 Side drilling machine with differential planetary reducer

Country Status (1)

Country Link
JP (1) JP2903028B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014240541A (en) * 2013-06-11 2014-12-25 鈴江 秀吉 Tunnel boring machine
JP2015001119A (en) * 2013-06-17 2015-01-05 鈴江 秀吉 Tunnel boring machine

Also Published As

Publication number Publication date
JP2903028B2 (en) 1999-06-07

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