JPH0332637Y2 - - Google Patents

Info

Publication number
JPH0332637Y2
JPH0332637Y2 JP2485285U JP2485285U JPH0332637Y2 JP H0332637 Y2 JPH0332637 Y2 JP H0332637Y2 JP 2485285 U JP2485285 U JP 2485285U JP 2485285 U JP2485285 U JP 2485285U JP H0332637 Y2 JPH0332637 Y2 JP H0332637Y2
Authority
JP
Japan
Prior art keywords
pipe
tip
casing
gravel
screw
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
JP2485285U
Other languages
Japanese (ja)
Other versions
JPS61146594U (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 JP2485285U priority Critical patent/JPH0332637Y2/ja
Publication of JPS61146594U publication Critical patent/JPS61146594U/ja
Application granted granted Critical
Publication of JPH0332637Y2 publication Critical patent/JPH0332637Y2/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】 〔産業上の利用分野〕 本考案、上下水道用のヒユーム管等を地盤に横
孔を掘削しつゝ挿入埋設する管埋設装置の礫地盤
用カツタヘツドに関する。
[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to a cutter head for use in gravel ground of a pipe burying device for inserting and burying water and sewage water pipes etc. by drilling horizontal holes in the ground.

〔従来技術とその問題点〕[Prior art and its problems]

従来から用いられている管埋設装置の礫地盤用
カツタヘツドは、掘削土の通過用穴を有する円形
板に環状にコーンビツトを設置した構成とされ、
刃口管内に装着されるものであつた。
The gravel ground cutter head of the pipe burying equipment that has been used in the past has a structure in which cone bits are installed in a ring shape on a circular plate that has holes for the excavated soil to pass through.
It was installed inside the cutting tube.

しかしながら上記のカツタヘツドは、刃口管内
に取込んだ礫は破砕できるが、刃口管開口部にあ
たる礫はカツタヘツド内に取込むことができない
ため破砕することができなかつた。そのため推進
方向が曲がつたり推進不能となつていた。
However, although the above-mentioned cutter head can crush the gravel taken into the cutter tube, it cannot crush the gravel that is at the opening of the cutter tube because it cannot be taken into the cutter head. As a result, the direction of propulsion was distorted and it became impossible to proceed.

また、刃口管内で礫を破砕するので刃口管に振
動を与え、刃口管と先導管との間のシリンダおよ
びシール等に悪影響を及ぼすという不都合が生じ
ていた。
In addition, since the gravel is crushed within the cutting tube, vibration is imparted to the cutting tube, which has an adverse effect on the cylinder, seal, etc. between the cutting tube and the leading tube.

〔考案の目的〕[Purpose of invention]

本考案はこれに鑑み、刃口管円周にあたる礫も
破砕する礫層用のカツタヘツドを提供することを
目的としてなされたものである。
In view of this, the present invention was devised for the purpose of providing a cutter head for a gravel layer that also crushes gravel around the circumference of the cutter tube.

〔考案の概要〕[Summary of the idea]

上記目的を達成するため本考案は、管埋設装置
のカツタヘツドにおいて、刃口管開口部付近の礫
を掘削し、カツタヘツド内に取込むようにコアケ
ーシングを形成し、カツタヘツド内に取込んだ礫
を充分な大きさになるまで破砕するようにコアケ
ーシング内にコーンビツトを配設したカツタヘツ
ドにある。
In order to achieve the above object, the present invention excavates gravel near the opening of the cutter pipe in the cutter head of a pipe burying device, forms a core casing to take the gravel into the cutter head, and collects the gravel taken into the cutter head. It consists of a cutter head with corn bits placed inside the core casing to crush the core until it becomes a sufficient size.

〔考案の実施例〕[Example of idea]

以下、本考案を第1図乃至第4図に示す実施例
を参照して説明する。
Hereinafter, the present invention will be explained with reference to the embodiments shown in FIGS. 1 to 4.

本考案が適用される管埋設装置は、図示しない
埋設管の先端に先導管1を、この先導管1の先端
に刃口管2をそれぞれ設け、前記埋設管内に、ス
クリユー3をケーシング4に挿入してなるスクリ
ユーコンベア5を内装し、該スクリユー3の先端
にカツタヘツド6を設け、このスクリユー3を回
転駆動して管先端地盤を掘削しつゝ管を後方から
押圧して推進するようになつている。
The pipe burying device to which the present invention is applied is provided with a guide pipe 1 at the tip of a buried pipe (not shown), a cutting pipe 2 at the tip of the guide pipe 1, and a screw 3 inserted into the casing 4 into the buried pipe. The screw conveyor 5 is equipped with a screw conveyor 5, and a cutter head 6 is provided at the tip of the screw 3, and the screw 3 is rotatably driven to excavate the ground at the tip of the pipe while pressing and propelling the pipe from behind. There is.

本考案のカツタヘツドは、円筒状のコアケーシ
ング7を前記刃口管2内に内挿し、その先端外縁
は刃口管2の外縁と略同径としてあつて、先端周
縁には複数個のコアービツト10,10……が植
設してある。また該コアケーシング7は後方にい
くに従つてすぼまる形状とされていて、前記スク
リユー3先端とは後端に固着した取付板11を介
して接続されており、この取付板11に掘削土の
通過用穴9が開孔されている。
In the cutter head of the present invention, a cylindrical core casing 7 is inserted into the cutting edge tube 2, the outer edge of the tip thereof has approximately the same diameter as the outer edge of the cutting edge tube 2, and a plurality of core bits 10 are provided on the edge of the tip. , 10... are planted. The core casing 7 has a shape that narrows toward the rear, and is connected to the tip of the screw 3 via a mounting plate 11 fixed to the rear end. A passage hole 9 is opened.

前記コアケーシング7内には、外周面に多数の
ビツトを植設してなる略円錐形状のコーンビツト
8,8……が120゜間隔で配設されている。なおこ
のコーンビツト8,8……は自転可能に取付けら
れている。
Inside the core casing 7, substantially cone-shaped cone bits 8, 8, . . . are arranged at 120° intervals, each having a large number of bits planted on the outer peripheral surface. Note that the cone bits 8, 8, . . . are attached so as to be rotatable.

また、コアケーシング7の形状は、礫をコーン
ビツト8の設置場所へ集める作用があればよく、
礫だけをコーンビツト8の設置場所へ送り土砂は
コアケーシング7と刃口管2の間へ通すよう多数
の穴があいたものでもよい。
Further, the shape of the core casing 7 may have the function of collecting gravel to the installation location of the cone bit 8.
A large number of holes may be provided so that only the gravel can be sent to the location where the cone bit 8 is installed, and the earth and sand can be passed between the core casing 7 and the cutting edge tube 2.

第3図、第4図は本考案の第2の実施例を示す
ものであつて、先の実施例と共通する箇所には同
一符号を用いて説明する。
3 and 4 show a second embodiment of the present invention, and parts common to the previous embodiment will be described using the same reference numerals.

第2の実施例のコアケーシング7は、ケーシン
グ4前部まで伸ばして構成され、先端スクリユー
6の羽根とコアケーシング7の内面は接合されて
いる。またコアケーシング7前部の外周には、刃
口管2との摩擦を軽減させるための支持部材14
が設けられている。そしてコアケーシング7の内
面のうち、コーンビツト8より前方には礫土の案
内部材13が設けられ、コーンビツト8に対向し
た位置には3個の突起が設けられている。
The core casing 7 of the second embodiment is configured to extend to the front part of the casing 4, and the blades of the tip screw 6 and the inner surface of the core casing 7 are joined. Further, on the outer periphery of the front part of the core casing 7, a support member 14 is provided to reduce friction with the cutting edge tube 2.
is provided. A gravel guide member 13 is provided on the inner surface of the core casing 7 in front of the cone bit 8, and three protrusions are provided at a position facing the cone bit 8.

コーンビツト8は、スクリユー3の先端に設け
られたビツトホルダ16に固定されている。そし
てカツタヘツド6はスクリユー3と連動して前後
に摺動自在となつている。
The cone bit 8 is fixed to a bit holder 16 provided at the tip of the screw 3. The cutter head 6 is interlocked with the screw 3 and can freely slide back and forth.

つぎに作用について説明する。 Next, the effect will be explained.

図示しない駆動源によりスクリユー3が回転す
ると、これにともなつてカツタヘツド6が回転
し、刃口管2の前面にある礫土をコアービツト1
0により掘削する。この掘削により礫土はコアケ
ーシング7内に流入し、コーンビツト8周辺に集
められ、各コーンビツトの回転により礫は破砕さ
れ、所定の大きさ以下となつたものは通過用穴9
からケーシング3へ排出され、スクリユー3の回
転によりスクリユーコンベア5を通つて後方へ装
置外へ排出される。第2の実施例のカツタヘツド
6は、カツタヘツド6の先端を刃口管2の先端よ
りも引つ込めて掘削し、刃口管2が礫にぶつかつ
た場合にカツタヘツド6を刃口管2より前へ前進
させて礫を掘削し、取込まれた礫は案内部材13
によりコーンビツト8の周辺に集められ、コーン
ビツト8と突起15との間を通過できる大きさに
なるまでコーンビツト8の回転により破砕され、
第1の実施例と同様に装置外へ排出される。
When the screw 3 is rotated by a drive source (not shown), the cutter head 6 rotates, and the gravel on the front surface of the cutter tube 2 is removed from the core bit 1.
Excavate by 0. As a result of this excavation, gravel flows into the core casing 7 and is collected around the cone bits 8, and the rotation of each cone bit crushes the gravel, and those that are smaller than a predetermined size are crushed into the passage hole 9.
The screws are discharged into the casing 3, and as the screws 3 rotate, they are discharged rearward through the screw conveyor 5 and out of the apparatus. The cutter head 6 of the second embodiment excavates with the tip of the cutter head 6 retracted from the tip of the cutter tube 2, and when the cutter tube 2 collides with gravel, the cutter head 6 is pulled back from the tip of the cutter tube 2. The gravel is excavated by moving it forward, and the gravel that is taken in is transferred to the guide member 13.
are collected around the cone bit 8 and crushed by the rotation of the cone bit 8 until they are large enough to pass between the cone bit 8 and the protrusion 15,
The liquid is discharged from the apparatus in the same way as in the first embodiment.

このとき礫をカツタヘツド6の回転中心に集め
てから配砕するので、破砕に必要とされるトルク
を低減させることができる。
At this time, since the gravel is collected at the center of rotation of the cutter head 6 and then distributed, the torque required for crushing can be reduced.

〔考案の効果〕[Effect of idea]

以上説明したように本考案によれば、礫層地盤
を掘削して礫土をコーンビツト8の周辺に集合さ
せて破砕するので、刃口管2の開口部に礫があた
つても掘削可能であり、刃口管2への振動伝達も
ほとんどない。
As explained above, according to the present invention, the gravel layer ground is excavated and the gravel is collected around the cone bit 8 and crushed, so even if gravel hits the opening of the cutting pipe 2, excavation is possible. , there is almost no vibration transmitted to the cutting edge tube 2.

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

第1図は本考案にかゝるカツタヘツドを装着し
た管埋設装置の前部の側面の断面図、第2図は第
1図の正面図、第3図は第2の実施例の側面の断
面図、第4図は第3図の正面図である。 1……先導管、2……刃口管、3……スクリユ
ー、4……ケーシング、5……スクリユーコンベ
ア、6……カツタヘツド、7……コアケーシン
グ、8……コーンビツト、9……通過用穴、10
……コアービツト、11……取付板、12……自
在継手、13……案内部材、14……支持部材、
15……突起、16……ビツトホルダ。
Fig. 1 is a sectional view of the front side of a pipe burying device equipped with a cutter head according to the present invention, Fig. 2 is a front view of Fig. 1, and Fig. 3 is a sectional side view of the second embodiment. 4 is a front view of FIG. 3. 1...Leading pipe, 2...Blade pipe, 3...Screw, 4...Casing, 5...Screw conveyor, 6...Cut head, 7...Core casing, 8...Cone bit, 9...Passing hole, 10
... core bit, 11 ... mounting plate, 12 ... universal joint, 13 ... guide member, 14 ... support member,
15... protrusion, 16... bit holder.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 埋設管の先端に先導管を、該先導管の先端に刃
口管を各々設けるとともに該埋設管内にケーシン
グを内装し、このケーシングにスクリユーを挿入
してスクリユーコンベアを形成し、該スクリユー
の先端にカツタヘツドを設け、このカツタヘツド
を回転駆動して管先端地盤を掘削しつゝ管を後方
から押圧して推進する管埋設装置において、上記
カツタヘツドは、先端周縁に複数個のコアービツ
トを植設してなるコアケーシングが上記刃口管内
に内挿されるとともに上記スクリユー先端に該コ
アケーシングの後端を連結し、該コアケーシング
内に各々自転可能にコーンビツトを複数個配設し
たことを特徴とする礫地盤用カツタヘツド。
A guide pipe is provided at the tip of the buried pipe, a cutting pipe is provided at the tip of the guide pipe, a casing is installed inside the buried pipe, a screw is inserted into the casing to form a screw conveyor, and a screw conveyor is formed by inserting a screw into the casing. In this pipe burying device, a cutter head is provided at the pipe head, and the cutter head is rotatably driven to excavate the ground at the tip of the pipe while pressing and propelling the pipe from behind. A core casing is inserted into the cutting edge pipe, and the rear end of the core casing is connected to the tip of the screw, and a plurality of cone bits are arranged inside the core casing so as to be rotatable on their own axis. Cut head for use.
JP2485285U 1985-02-25 1985-02-25 Expired JPH0332637Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2485285U JPH0332637Y2 (en) 1985-02-25 1985-02-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2485285U JPH0332637Y2 (en) 1985-02-25 1985-02-25

Publications (2)

Publication Number Publication Date
JPS61146594U JPS61146594U (en) 1986-09-10
JPH0332637Y2 true JPH0332637Y2 (en) 1991-07-10

Family

ID=30519393

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2485285U Expired JPH0332637Y2 (en) 1985-02-25 1985-02-25

Country Status (1)

Country Link
JP (1) JPH0332637Y2 (en)

Also Published As

Publication number Publication date
JPS61146594U (en) 1986-09-10

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