JPH10196285A - Blocking up releasing method and device for removed earth in small diameter pipe propelling machine - Google Patents

Blocking up releasing method and device for removed earth in small diameter pipe propelling machine

Info

Publication number
JPH10196285A
JPH10196285A JP35898196A JP35898196A JPH10196285A JP H10196285 A JPH10196285 A JP H10196285A JP 35898196 A JP35898196 A JP 35898196A JP 35898196 A JP35898196 A JP 35898196A JP H10196285 A JPH10196285 A JP H10196285A
Authority
JP
Japan
Prior art keywords
casing
screw
earth
blockage
screw conveyor
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
JP35898196A
Other languages
Japanese (ja)
Other versions
JP3821250B2 (en
Inventor
Hiroshi Akiyama
浩志 秋山
Shoji Kawada
正二 河田
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.)
Komatsu Ltd
Original Assignee
Komatsu 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 Komatsu Ltd filed Critical Komatsu Ltd
Priority to JP35898196A priority Critical patent/JP3821250B2/en
Publication of JPH10196285A publication Critical patent/JPH10196285A/en
Application granted granted Critical
Publication of JP3821250B2 publication Critical patent/JP3821250B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To easily perform work to release blocking-up of earth and sand by sending liquid inside of it from rearward of a casing after a casing rear part is blocked up when the blocking-up of earh and sand is caused in a screw conveyor. SOLUTION: When driving torque of a screw 6c increases since earth and sand are blocked up in a screw conveyor 6 at propelling time, the screw 6c and an intermediate shaft means 23 are connected to each other by a connecting bolt in a condition where a screw driving device is retreated by a propelling jack by a length by which a cap means 20 can be installed. Next, a small diameter jack is extended through a bracket, and the screw driving device is retreated by a necessary length to a propelling device, and after a hexagonal hole 25a is fitted to a hexagonal shaft 23d, the intermediate shaft means 23 and a driving shaft 25 are fastened by the connecting bolt 28. In this way, when fluid is sent in the S direction in a casing 6d of the screw conveyor 6 through the intermediate shaft means 23, the fluid is contained in earth and sand blocked up in the casing 6d, and they get loose, and blocking up can be easily released.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は小口径管推進機にお
ける排土の閉塞解除方法及び装置に関し、特にスクリュ
コンベア内における土砂の閉塞部に、水を供給して土砂
の閉塞を解除するようにした小口径管推進機における排
土の閉塞解除方法及び装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for releasing blockage of earth removal in a small-diameter pipe propulsion machine, and more particularly to a method of releasing water from a blockage of earth and sand in a screw conveyor by releasing water. TECHNICAL FIELD The present invention relates to a method and an apparatus for releasing blockage of earth removal in a small-diameter pipe propulsion machine.

【0002】[0002]

【従来の技術】小口径管推進機における排土の閉塞解除
方法及び装置の従来技術について、図3により説明す
る。小口径管推進機の先導管1は、L1 の長さを有する
前部先導管1aと、その後部に連続する、L2 の長さを
有する後部先導管1bとからなり、これら前部先導管1
aと後部先導管1bとは球面軸受1cを介して揺動自在
に連結されると共に、前部先導管1aと後部先導管1b
とには揺動ジャッキ4が装着されている。前部先導管1
aの前端部には軸受2によりカッタヘッド3が回転自在
に支持されている。前部先導管1a及び後部先導管1b
の中心部にはスクリューコンベア6が貫通しており、後
部先導管1bの中程に位置するスクリューコンベア6の
外周にはピンチ弁7が設置されている。
2. Description of the Related Art A prior art of a method and an apparatus for releasing a blockage of discharged earth in a small-diameter pipe propulsion machine will be described with reference to FIG. The front pipe 1 of the small-diameter pipe thruster comprises a front front pipe 1a having a length of L1 and a rear front pipe 1b having a length of L2 connected to the rear thereof.
a and the rear front conduit 1b are swingably connected via a spherical bearing 1c, and the front front conduit 1a and the rear front conduit 1b
The swinging jack 4 is attached to. Front end pipe 1
A cutter head 3 is rotatably supported by a bearing 2 at the front end of the cutter head 3. Front end conduit 1a and rear end conduit 1b
A screw conveyer 6 penetrates through the center of the screw conveyor 6, and a pinch valve 7 is installed on the outer periphery of the screw conveyer 6 located in the middle of the rear end conduit 1b.

【0003】前記スクリュコンベア6は羽根6aと軸6
bとからなるスクリュ6cと、スクリュ6cを収納する
ケーシング6dとからなる。スクリュ6cの前端はカッ
タヘッド3に連結され、スクリュ6cの後端は発進立坑
8内に設置された推進装置9上を前後に移動可能なスク
リュ駆動装置10を構成する、駆動モータ10aにより
駆動される減速機10bに連結されている。掘削された
土砂は、スクリュコンベア6のケーシング6d後端部の
排土口11から発進立坑8内に排出される。スクリュー
コンベア6の前端部はカッタヘッド3後面に形成された
チャンバ12に開口している。発進立坑8内に設置され
た推進装置9の推進ジャッキ15前端は、押具16を介
して埋設管5に推進力を付与する。埋設管5前端により
後部先導管1b後端に推進力を付与することにより、先
導管1に推進力を付与している。発進立坑5内に位置す
るスクリュ6c後端部には添加材供給口17が形成さ
れ、スクリュ6cの軸6b内の図示しない添加材通路を
介して、先導管1先端部に設置された添加材吐出口18
から地山及びチャンバ12内に供給される。
The screw conveyor 6 comprises a blade 6a and a shaft 6
b) and a casing 6d for housing the screw 6c. The front end of the screw 6c is connected to the cutter head 3, and the rear end of the screw 6c is driven by a drive motor 10a which constitutes a screw drive device 10 which can move back and forth on a propulsion device 9 installed in a starting shaft 8. Connected to the speed reducer 10b. The excavated earth and sand is discharged into the starting shaft 8 from the discharging hole 11 at the rear end of the casing 6 d of the screw conveyor 6. The front end of the screw conveyor 6 opens to a chamber 12 formed on the rear surface of the cutter head 3. The front end of the propulsion jack 15 of the propulsion device 9 installed in the starting shaft 8 applies a propulsive force to the buried pipe 5 via the pusher 16. Propulsion is applied to the front conduit 1 by applying propulsion to the rear end of the rear front conduit 1b by the front end of the buried pipe 5. An additive supply port 17 is formed at the rear end of the screw 6c located in the starting shaft 5, and the additive is installed at the tip of the leading conduit 1 through an additive passage (not shown) in the shaft 6b of the screw 6c. Discharge port 18
From the ground and into the chamber 12.

【0004】前記構成による作用について説明する。カ
ッタヘッド3で掘削されたずりはチャンバ12に取り込
まれ、スクリュコンベヤ6によりピンチ弁7を介して発
進立坑8内まで搬送される。ピンチ弁7を絞ることによ
り、カッタヘッド3前方の地山の崩落、または地下水圧
によりスクリュコンベヤ6を通過して発進立坑5内に土
砂が噴出するのを防止している。ピンチ弁7が絞られて
いる状態では水はピンチ弁7を通過して発進立坑8内に
流れる。そのためピンチ弁7前部に土砂が固結すること
がしばしば発生し、その度にスクリュ6cを正・逆転さ
せて土砂の固結により発生するスクリュコンベヤ6の閉
塞を解除していた。
The operation of the above configuration will be described. The shears excavated by the cutter head 3 are taken into the chamber 12 and transported by the screw conveyor 6 into the starting shaft 8 via the pinch valve 7. Squeezing the pinch valve 7 prevents the ground in front of the cutter head 3 from collapsing, or prevents earth and sand from spouting into the starting shaft 5 through the screw conveyor 6 due to groundwater pressure. In a state where the pinch valve 7 is throttled, water flows through the pinch valve 7 into the starting shaft 8. For this reason, earth and sand often consolidate in front of the pinch valve 7, and each time, the screw 6c is rotated forward and reverse to release the blockage of the screw conveyor 6 caused by the solidification of the earth and sand.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、前記各
従来技術の構成においては以下のような問題点がある。 (1)スクリュコンベヤ6が閉塞する度にスクリュ6c
を正・逆転させて土砂の固結により発生するスクリュコ
ンベヤ6の閉塞を解除するために、多くの時間が必要と
なり、推進作業能率の低下を招いていた。 (2)スクリュコンベヤ6前端部の添加剤吐出口18か
ら添加剤を供給しても、閉塞の発生し易いピンチ弁7周
辺まで添加剤が到達し難く、このため閉塞を解除するた
めに多くの時間が必要であり推進作業能率の低下を招い
ていた。 (3)前記(1)、(2)の方法では閉塞の解除が不可
能な場合には、新たに立坑を掘削して、スクリュコンベ
ヤ6を分解して閉塞を解除するしかなく、そのためには
莫大な施工工数と費用が必要であった。
However, the above-described prior art configurations have the following problems. (1) Each time the screw conveyor 6 is closed, the screw 6c
In order to release the blockage of the screw conveyor 6 caused by the solidification of earth and sand by reversing the forward and reverse directions, a lot of time is required, and the propulsion work efficiency is reduced. (2) Even if the additive is supplied from the additive discharge port 18 at the front end of the screw conveyor 6, it is difficult for the additive to reach the vicinity of the pinch valve 7 where blockage is likely to occur. Time was required and the efficiency of the propulsion work was reduced. (3) If the blockage cannot be released by the above methods (1) and (2), a new shaft must be excavated and the screw conveyor 6 must be disassembled to release the blockage. Huge construction man-hours and costs were required.

【0006】本発明は前記の問題点に着目してなされた
もので、スクリュコンベヤ6内の土砂の閉塞部に効率よ
く水を供給して、容易に土砂の閉塞を解除可能な小口径
管推進機における排土の閉塞解除方法及び装置を提供す
ることを目的とする。
The present invention has been made in view of the above problems, and is a small-diameter pipe propulsion capable of efficiently releasing water to a blockage portion of the earth and sand in the screw conveyor 6 to easily release the blockage of the earth and sand. It is an object of the present invention to provide a method and an apparatus for releasing blockage of earth removal in a machine.

【0007】[0007]

【課題を解決するための手段および作用・効果】上記の
目的を達成するために、本願第1の発明に係る小口径管
推進機における排土の閉塞解除方法は、小口径管推進機
のスクリュコンベア6内における排土の閉塞解除方法に
おいて、前記スクリュコンベア内で土砂の閉塞が起こっ
た時、スクリュコンベア6のケーシング6d後方を塞い
だ後、前記ケーシング6d後方からケーシング6d内に
流体を送ることを特徴とする。
Means for Solving the Problems and Action / Effect In order to achieve the above-mentioned object, a method for releasing a blockage of earth discharge in a small-diameter pipe propulsion apparatus according to the first invention of the present application is described in detail. In the method of releasing the blockage of the earth discharge in the conveyor 6, when the blockage of the sand occurs in the screw conveyor, after blocking the rear of the casing 6d of the screw conveyor 6, sending the fluid from the rear of the casing 6d into the casing 6d. It is characterized by.

【0008】第1の発明によれば、スクリュコンベア6
内で土砂の閉塞が起こった時には、閉塞部以降はスクリ
ュコンベア6内の羽根6aの回転により、土砂は殆ど搬
送され排土されている。このことを利用してスクリュコ
ンベア6のケーシング6d後方を塞いで、ケーシング6
d後方からケーシング6d内に流体を送ると、閉塞部の
土砂は流体を含みほぐれるためケーシング6d内の閉塞
が解除される。従ってケーシング6d内における土砂の
閉塞を解除する作業が容易になり、閉塞を解除する作業
時間が低減するため、小口径管推進機の推進作業能率が
向上し、工期を短縮できる。
According to the first invention, the screw conveyor 6
When the earth and sand are blocked in the inside, the earth and sand is almost conveyed and discharged by rotation of the blades 6a in the screw conveyor 6 after the closed portion. Utilizing this, the rear of the casing 6d of the screw conveyor 6 is closed, and the casing 6d is closed.
When the fluid is sent into the casing 6d from the rear of d, the soil in the closed portion is loosened by containing the fluid, so that the blocked inside the casing 6d is released. Therefore, the operation of releasing the blockage of the earth and sand in the casing 6d is facilitated, and the operation time for releasing the blockage is reduced, so that the efficiency of the propulsion operation of the small-diameter pipe propulsion machine is improved, and the construction period can be shortened.

【0009】本願第2の発明に係る小口径管推進機にお
ける排土の閉塞解除方法は、第1の発明おいて、前記ケ
ーシング6d後方からケーシング6d内に流体を送りな
がら、スクリュ6cを回転させることを特徴とする。
According to a second aspect of the present invention, there is provided a method for releasing blockage of earth removal in a small-diameter pipe propulsion machine according to the first aspect of the invention, wherein a screw 6c is rotated while sending fluid into the casing 6d from the rear of the casing 6d. It is characterized by the following.

【0010】第2の発明によれば、第1の発明おいて、
スクリュコンベヤ6内の閉塞部の土砂が流体を含んだ状
態で、スクリュ6cを正転又は逆転、あるいは正・逆転
させて閉塞部の土砂と流体とを混合し易くすると共に、
衝撃等によりスクリュコンベヤ6内に付着した土砂を剥
がすため閉塞の解除が更に容易になる。従ってケーシン
グ6d内における土砂の閉塞を解除する作業が更に容易
になり、閉塞を解除する作業時間が一段と低減するた
め、小口径管推進機の推進作業能率が大幅に向上し、工
期を一層短縮できる。
According to a second aspect, in the first aspect,
While the earth and sand at the closing part in the screw conveyor 6 contains the fluid, the screw 6c is rotated forward or backward or forward or reverse to facilitate mixing of the earth and sand at the closing part with the fluid,
Since the earth and sand adhered to the screw conveyor 6 due to an impact or the like is peeled off, the blockage can be more easily released. Accordingly, the operation of releasing the blockage of the earth and sand in the casing 6d is further facilitated, and the operation time for releasing the blockage is further reduced, so that the propulsion operation efficiency of the small-diameter pipe propulsion machine is greatly improved, and the construction period can be further shortened. .

【0011】本願第3の発明に係る小口径管推進機にお
ける排土の閉塞解除装置は、小口径管推進機のスクリュ
コンベア6内における排土の閉塞解除装置において、前
記スクリュコンベア6のケーシング6d後方を塞ぐキャ
ップ手段20と、ケーシング6d内へ流体を送る流体供
給手段22とを備えることを特徴とする。
[0011] A third aspect of the present invention relates to a device for releasing blockage of earth discharge in a small-diameter pipe propulsion machine, which comprises: a casing 6d of the screw conveyor 6; It is characterized by comprising a cap means 20 for closing the rear, and a fluid supply means 22 for sending a fluid into the casing 6d.

【0012】第3の発明によれば、スクリュコンベア6
のケーシング6d後方をキャップ手段20により塞いだ
後、流体供給手段22によりケーシング6d内へ流体を
供給すると、スクリュコンベア6内を閉塞している土砂
は流体を含んだ状態となってほぐれ易くなるため閉塞が
解除される。従ってケーシング6d内における土砂の閉
塞を解除する作業が容易になり、閉塞を解除する作業時
間が低減するため、小口径管推進機の推進作業能率が向
上し、工期を短縮できる。
According to the third invention, the screw conveyor 6
When the fluid is supplied into the casing 6d by the fluid supply means 22 after the rear of the casing 6d is closed by the cap means 20, since the earth and sand blocking the inside of the screw conveyor 6 contains the fluid, it becomes easy to loosen. The blockage is released. Therefore, the operation of releasing the blockage of the earth and sand in the casing 6d is facilitated, and the operation time for releasing the blockage is reduced, so that the efficiency of the propulsion operation of the small-diameter pipe propulsion machine is improved, and the construction period can be shortened.

【0013】本願第4の発明に係る小口径管推進機にお
ける排土の閉塞解除装置は、第3の発明において、前記
キャップ手段20に動力伝達口を設けると共に、ケーシ
ング6d内へ流体を送る流体供給手段22をキャップ手
段20に設けたことを特徴とする。
In the fourth aspect of the present invention, there is provided a device for releasing blockage of earth discharge in a small-diameter pipe thruster according to the third aspect, wherein a power transmission port is provided in the cap means 20 and a fluid for sending a fluid into the casing 6d. The supply means 22 is provided on the cap means 20.

【0014】第4の発明によれば、第3の発明におい
て、キャップ手段20を貫通する中間軸手段23を介し
て、駆動軸25によりスクリュコンベア6のスクリュ6
cを正転又は逆転、あるいは正・逆転させて閉塞部の土
砂と流体を混合し易くすると、閉塞の解除が更に容易に
なる。従ってケーシング6d内における土砂の閉塞を解
除する作業が更に容易になり、閉塞を解除する作業時間
が一段と低減するため、小口径管推進機の推進作業能率
が大幅に向上し、工期を一層短縮できる。
According to the fourth invention, in the third invention, the screw 6 of the screw conveyor 6 is driven by the drive shaft 25 via the intermediate shaft means 23 passing through the cap means 20.
If c is rotated forward or reverse or forward or reverse to facilitate mixing of the earth and sand in the closed portion with the fluid, the release of the blocked state is further facilitated. Accordingly, the operation of releasing the blockage of the earth and sand in the casing 6d is further facilitated, and the operation time of releasing the blockage is further reduced, so that the efficiency of the propulsion operation of the small-diameter pipe propulsion machine is greatly improved, and the construction period can be further shortened. .

【0015】[0015]

【発明の実施の形態】以下に、本発明に係る小口径管推
進機における排土の閉塞解除装置に関する一実施例につ
いて、図1及び図2の図面を参照して詳述する。図1は
本発明に係る小口径管推進機における排土の閉塞解除装
置の一実施例を示す、図2のP部拡大図、図2は本発明
に係る小口径管推進機における排土の閉塞解除装置の一
実施例を示す図である。以下の説明において前記従来の
技術と同様な部材には同一符号を付し、その説明を省略
する。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a small-diameter pipe propulsion apparatus according to an embodiment of the present invention; FIG. FIG. 1 is an enlarged view of a portion P in FIG. 2 showing an embodiment of a device for releasing blockage of earth removal in a small-diameter pipe propulsion machine according to the present invention. FIG. It is a figure which shows one Example of a blockage release apparatus. In the following description, the same members as those of the above-described conventional technology are denoted by the same reference numerals, and the description thereof will be omitted.

【0016】スクリュコンベア6のケーシング6dの後
端には、キャップ手段20の前端部20aが連結され、
ケーシング6dと前端部20a間はシール21によりシ
ールされている。キャップ手段20にはスクリュコンベ
ア6のケーシング6d内に水を供給するための流体供給
手段22が設置されている。キャップ手段20の側壁に
形成された嵌合穴20bには、中間軸手段23の軸外径
部23aが貫通しており、これら嵌合穴20bと軸外径
部23a間はシール手段24によりシールされている。
なお本実施例では中間軸手段23がキャップ手段20の
側壁を貫通しているが、これに限らずキャップ手段20
は中間軸手段23と駆動軸25との連結を解除して、中
間軸手段23を全て覆うように構成にしてもよい。また
流体供給手段22をキャップ手段20に設置している
が、これに限らずスクリュコンベア6のケーシング6d
に設置してもよい。
The front end 20a of the cap means 20 is connected to the rear end of the casing 6d of the screw conveyor 6.
A seal 21 seals between the casing 6d and the front end 20a. A fluid supply means 22 for supplying water into the casing 6d of the screw conveyor 6 is provided in the cap means 20. An outer diameter portion 23a of the intermediate shaft means 23 penetrates a fitting hole 20b formed in a side wall of the cap means 20, and a seal means 24 seals between the fitting hole 20b and the outer diameter portion 23a. Have been.
In this embodiment, the intermediate shaft means 23 penetrates the side wall of the cap means 20. However, the present invention is not limited to this.
May be configured so that the connection between the intermediate shaft means 23 and the drive shaft 25 is released and the intermediate shaft means 23 is entirely covered. In addition, the fluid supply means 22 is provided on the cap means 20, but the invention is not limited thereto.
It may be installed in.

【0017】スクリュ6c後端部に形成された六角軸6
eは、中間軸手段23に形成された六角穴23bに嵌合
されており、六角軸6eに形成されたボルト穴6gと、
これと同様な図示しない六角穴23bのボルト穴には二
点鎖線で示す連結ボルト28と同様な連結ボルトが貫通
して連結されている。スクリュ6cの六角軸6e後部の
嵌合軸6fは、中間軸手段23に形成された嵌合穴23
cに嵌合されており、これら嵌合軸6fと嵌合穴23c
とはシール29によりシールされている。
A hexagonal shaft 6 formed at the rear end of the screw 6c
e is fitted in a hexagonal hole 23b formed in the intermediate shaft means 23, and a bolt hole 6g formed in the hexagonal shaft 6e;
A connection bolt similar to the connection bolt 28 shown by a two-dot chain line is penetrated and connected to a similar bolt hole of a hexagonal hole 23b (not shown). The fitting shaft 6f at the rear of the hexagonal shaft 6e of the screw 6c is fitted with a fitting hole 23 formed in the intermediate shaft means 23.
c, the fitting shaft 6f and the fitting hole 23c.
Are sealed by a seal 29.

【0018】中間軸手段23後端部に形成された六角軸
23dは、駆動軸25に形成された六角穴25aに嵌合
されており、六角軸23dに形成されたボルト穴23e
と、これと同様な図示しない六角穴25aのボルト穴に
は二点鎖線で示す連結ボルト28が貫通して連結されて
いる。中間軸手段23の六角軸23d前部の嵌合軸23
fは、駆動軸25に形成された嵌合穴25bに嵌合され
ており、これら嵌合軸23fと嵌合穴25bとはシール
27によりシールされている。
A hexagonal shaft 23d formed at the rear end of the intermediate shaft means 23 is fitted in a hexagonal hole 25a formed in the drive shaft 25, and a bolt hole 23e formed in the hexagonal shaft 23d.
A connection bolt 28 shown by a two-dot chain line is connected to a bolt hole of a hexagonal hole 25a (not shown) similar to this. Fitting shaft 23 in front of hexagonal shaft 23d of intermediate shaft means 23
f is fitted in a fitting hole 25b formed in the drive shaft 25, and the fitting shaft 23f and the fitting hole 25b are sealed by a seal 27.

【0019】中間軸手段23の中心部には、駆動軸25
の中心部に形成された添加材通路25cに連通する添加
材通路23gが形成されている。駆動軸25は連結ボル
ト26により図2に示す減速機10bの出力軸に結合さ
れる。なお図1では図面を分かり易くするために押具1
6を省略してある。また図1では埋設管5を発進立坑8
の前壁まで推進した状態を示しているが、埋設管5の位
置に関係なくスクリュコンベア6の閉塞が生じた任意の
位置でも同様である。
At the center of the intermediate shaft means 23, a drive shaft 25 is provided.
An additive passage 23g communicating with the additive passage 25c formed at the center of the groove is formed. The drive shaft 25 is connected to the output shaft of the speed reducer 10b shown in FIG. In FIG. 1, a pusher 1 is shown for easy understanding of the drawing.
6 is omitted. In FIG. 1, the buried pipe 5 is connected to the starting shaft 8
Is shown propelled to the front wall, but the same applies to any position where the screw conveyor 6 is blocked regardless of the position of the buried pipe 5.

【0020】前記構成による作用について説明する。小
口径管推進機により推進中に、スクリュコンベア6内に
土砂が閉塞してスクリュ6cの駆動トルクが増大する
と、図2に示すようにキャップ手段20が装着できる長
さだけ、スクリュ駆動装置10を推進ジャッキ15によ
り後退させる。その状態でスクリュコンベア6のケーシ
ング6dの後端に、キャップ手段20の前端部20aを
連結し、スクリュ6cの六角軸6eに中間軸手段23の
六角穴23bを嵌合させて、これらスクリュ6cと中間
軸手段23とを図示しない連結ボルトにより連結する。
The operation of the above configuration will be described. During the propulsion by the small-diameter pipe propulsion device, when the earth and sand closes in the screw conveyor 6 and the driving torque of the screw 6c increases, as shown in FIG. It is retracted by the propulsion jack 15. In this state, the front end portion 20a of the cap means 20 is connected to the rear end of the casing 6d of the screw conveyor 6, and the hexagonal hole 23b of the intermediate shaft means 23 is fitted to the hexagonal shaft 6e of the screw 6c. The intermediate shaft means 23 is connected with a connecting bolt (not shown).

【0021】次に、図2に示すようにブラケット13を
介して推進ジャッキ15とスクリュ駆動装置10とに装
着された小径ジャッキ14を伸長することにより、中間
軸手段23の六角軸23dに駆動軸25の六角穴25a
を嵌合するために必要な長さだけ、推進装置9に対して
スクリュ駆動装置10を後退させる。そして中間軸手段
23の六角軸23dに駆動軸25の六角穴25aを嵌合
した後、これら中間軸手段23と駆動軸25とを連結ボ
ルト28により締め付ける。
Next, as shown in FIG. 2, the small-diameter jack 14 mounted on the propulsion jack 15 and the screw driving device 10 is extended via the bracket 13 so that the driving shaft is connected to the hexagonal shaft 23d of the intermediate shaft means 23. 25 hexagonal holes 25a
The screw driving device 10 is retracted with respect to the propulsion device 9 by a length necessary to fit the screw driving device 10. After fitting the hexagonal hole 25a of the drive shaft 25 to the hexagonal shaft 23d of the intermediate shaft means 23, the intermediate shaft means 23 and the drive shaft 25 are tightened by the connecting bolts 28.

【0022】以上のように中間軸手段23を介して、ス
クリュ6cを駆動軸25に連結した後、流体供給手段2
2によりスクリュコンベア6のケーシング6d内に矢印
S方向に流体を送ると、ケーシング6d内に閉塞した土
砂に流体が含まれてほぐれ、閉塞が解除され易くなる。
この状態でも閉塞が解除されない場合には、スクリュ駆
動装置10により中間軸手段23を介して、スクリュ6
cを正転又は逆転、あるいは正・逆転させて閉塞部の土
砂と流体とを混合すると土砂の閉塞が容易に解除され
る。このとき図2に示す添加材供給口17から供給され
る添加材は、添加材通路25c及び23gを経由して、
スクリュ6cの中心部に形成された図示しない添加材通
路から、先導管1先端部の添加材吐出口18から地山及
びチャンバ12に供給される。なお、流体は通常水を用
いるがこれに限定されないことは勿論である。
After the screw 6c is connected to the drive shaft 25 via the intermediate shaft means 23 as described above, the fluid supply means 2
When the fluid is sent in the direction of the arrow S into the casing 6d of the screw conveyor 6 by means of 2, the fluid is contained in the earth and sand closed in the casing 6d and loosened, and the blockage is easily released.
If the blockage is not released even in this state, the screw 6 is connected to the screw 6 by the screw driving device 10 through the intermediate shaft means 23.
When c is rotated forward or backward or forward or reverse to mix the soil with the fluid in the closed portion, the blockage of the sand is easily released. At this time, the additive supplied from the additive supply port 17 shown in FIG. 2 passes through the additive passages 25c and 23g.
From an additive passage (not shown) formed at the center of the screw 6 c, the additive is supplied to the ground and the chamber 12 from an additive discharge port 18 at the tip of the leading pipe 1. Note that water is usually used as the fluid, but it is needless to say that the fluid is not limited to this.

【0023】スクリュ駆動装置10の駆動トルクにより
閉塞が解除されたことを確認すると、前記取着時の工程
と逆の工程により、流体供給手段22と中間軸手段23
を取外して、駆動軸25の嵌合穴25aにスクリュ6c
の嵌合軸6eを直接連結して通常の推進作業を施工す
る。
When it is confirmed that the blockage is released by the driving torque of the screw driving device 10, the fluid supply means 22 and the intermediate shaft means 23
And screw 6c into fitting hole 25a of drive shaft 25.
The normal propulsion work is performed by directly connecting the fitting shafts 6e.

【0024】また図示を省略するが他の実施例として、
土砂の閉塞が比較的ゆるやかな場合では前記実施例の中
間軸手段23と、キャップ手段20の側壁に形成された
嵌合穴20bとを省略した構成により、流体供給手段2
2からケーシング6d内に給水するだけで土砂の閉塞を
解除することができる。
Although not shown, as another embodiment,
When the obstruction of the earth and sand is relatively gentle, the fluid supply means 2 is provided by omitting the intermediate shaft means 23 of the above embodiment and the fitting hole 20b formed in the side wall of the cap means 20.
The clogging of the earth and sand can be released only by supplying water from 2 to the casing 6d.

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

【図1】本発明に係る小口径管推進機における排土の閉
塞解除装置の一実施例を示す図で、図2のP部拡大図で
ある。
FIG. 1 is a view showing one embodiment of a device for releasing blockage of earth discharge in a small-diameter pipe propulsion device according to the present invention, and is an enlarged view of a portion P in FIG.

【図2】本発明に係る小口径管推進機における排土の閉
塞解除装置の一実施例を示す図である。
FIG. 2 is a view showing one embodiment of a device for releasing blockage of earth removal in a small-diameter pipe thruster according to the present invention.

【図3】従来技術に係る小口径管推進機における排土の
閉塞解除装置を示す図である。
FIG. 3 is a diagram showing a blockage release device for discharging earth in a small-diameter pipe propulsion device according to the related art.

【符号の説明】[Explanation of symbols]

1…先導管、1a…前部先導管、1b…後部先導管、1
c…球面軸受、2…軸受、3…カッタヘッド、4…揺動
ジャッキ、5…埋設管、6…スクリューコンベア、6a
…羽根、6b…軸、6c…スクリュ、6d…ケーシン
グ、6e、23d…六角軸、6f、23f…嵌合軸、6
g、23e…ボルト穴、7…ピンチ弁、8…発進立坑、
9…推進装置、10…スクリュ駆動装置、10a…駆動
モータ、10b…減速機、11…排土口、12…チャン
バ、13…ブラケット、14…小径ジャッキ、15…推
進ジャッキ、16…押具、17…添加材供給口、18…
添加材吐出口、20…キャップ手段、20a…前端、2
0b、23c、25b…嵌合穴、21,25,27…シ
ール、22…流体供給手段、23…中間軸手段、23a
…軸外径部、23b、25a…六角穴、23g,25c
…添加材通路、24…シール手段、25…駆動軸、2
6,28…連結ボルト。
DESCRIPTION OF SYMBOLS 1 ... front pipe, 1a ... front front pipe, 1b ... rear front pipe, 1
c: spherical bearing, 2 ... bearing, 3 ... cutter head, 4 ... rocking jack, 5 ... buried pipe, 6 ... screw conveyor, 6a
... blade, 6b ... shaft, 6c ... screw, 6d ... casing, 6e, 23d ... hexagonal shaft, 6f, 23f ... fitting shaft, 6
g, 23e: bolt hole, 7: pinch valve, 8: starting shaft,
9: Propulsion device, 10: Screw drive device, 10a: Drive motor, 10b: Reduction gear, 11: Discharge port, 12: Chamber, 13: Bracket, 14: Small diameter jack, 15: Propulsion jack, 16: Pusher, 17 ... additive supply port, 18 ...
Additive material discharge port, 20: cap means, 20a: front end, 2
0b, 23c, 25b ... fitting holes, 21, 25, 27 ... seals, 22 ... fluid supply means, 23 ... intermediate shaft means, 23a
... shaft outer diameter part, 23b, 25a ... hexagonal hole, 23g, 25c
... additive material passage, 24 ... sealing means, 25 ... drive shaft, 2
6, 28 ... connecting bolts.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 小口径管推進機のスクリュコンベア内に
おける排土の閉塞解除方法において、前記スクリュコン
ベア内で土砂の閉塞が起こった時、スクリュコンベアの
ケーシング後方を塞いだ後、前記ケーシング後方からケ
ーシング内に流体を送ることを特徴とする小口径管推進
機における排土の閉塞解除方法。
In a method for releasing blockage of earth removal in a screw conveyor of a small-diameter pipe propulsion device, when blockage of earth and sand occurs in the screw conveyor, after blocking the rear of the casing of the screw conveyor, from the rear of the casing. A method for releasing blockage of earth removal in a small-diameter pipe propulsion machine, wherein a fluid is sent into a casing.
【請求項2】 請求項1において、前記ケーシング後方
からケーシング内に流体を送りながら、スクリュを回転
させることを特徴とする小口径管推進機における排土の
閉塞解除方法。
2. The method according to claim 1, wherein the screw is rotated while feeding fluid into the casing from the rear of the casing.
【請求項3】 小口径管推進機のスクリュコンベア内に
おける排土の閉塞解除装置において、前記スクリュコン
ベアのケーシング後方を塞ぐキャップ手段と、ケーシン
グ内へ流体を送る流体供給手段とを備えることを特徴と
する小口径管推進機における排土の閉塞解除装置。
3. A device for releasing blockage of soil discharged in a screw conveyor of a small-diameter pipe propulsion device, comprising: cap means for closing a casing rear of the screw conveyor; and fluid supply means for sending a fluid into the casing. Discharge release device for earth removal in small-diameter pipe propulsion machines.
【請求項4】 請求項3において、前記キャップ手段に
動力伝達口を設けると共に、ケーシング内へ流体を送る
流体供給手段をキャップ手段に設けたことを特徴とする
小口径管推進機における排土の閉塞解除装置。
4. The small-diameter pipe propulsion device according to claim 3, wherein a power transmission port is provided in the cap means, and a fluid supply means for sending a fluid into the casing is provided in the cap means. Blockage release device.
JP35898196A 1996-12-27 1996-12-27 Method and device for releasing soil blockage in small-diameter pipe propulsion machine Expired - Fee Related JP3821250B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35898196A JP3821250B2 (en) 1996-12-27 1996-12-27 Method and device for releasing soil blockage in small-diameter pipe propulsion machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35898196A JP3821250B2 (en) 1996-12-27 1996-12-27 Method and device for releasing soil blockage in small-diameter pipe propulsion machine

Publications (2)

Publication Number Publication Date
JPH10196285A true JPH10196285A (en) 1998-07-28
JP3821250B2 JP3821250B2 (en) 2006-09-13

Family

ID=18462120

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35898196A Expired - Fee Related JP3821250B2 (en) 1996-12-27 1996-12-27 Method and device for releasing soil blockage in small-diameter pipe propulsion machine

Country Status (1)

Country Link
JP (1) JP3821250B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003097171A (en) * 2001-09-21 2003-04-03 Giken Seisakusho Co Ltd Auger device and boring method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003097171A (en) * 2001-09-21 2003-04-03 Giken Seisakusho Co Ltd Auger device and boring method

Also Published As

Publication number Publication date
JP3821250B2 (en) 2006-09-13

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