JPH0220314Y2 - - Google Patents

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Publication number
JPH0220314Y2
JPH0220314Y2 JP1983099841U JP9984183U JPH0220314Y2 JP H0220314 Y2 JPH0220314 Y2 JP H0220314Y2 JP 1983099841 U JP1983099841 U JP 1983099841U JP 9984183 U JP9984183 U JP 9984183U JP H0220314 Y2 JPH0220314 Y2 JP H0220314Y2
Authority
JP
Japan
Prior art keywords
annular
cutter
discharge port
cylindrical frame
pipe
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
JP1983099841U
Other languages
Japanese (ja)
Other versions
JPS608792U (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 JP9984183U priority Critical patent/JPS608792U/en
Publication of JPS608792U publication Critical patent/JPS608792U/en
Application granted granted Critical
Publication of JPH0220314Y2 publication Critical patent/JPH0220314Y2/ja
Granted legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 本考案は掘削推進しつつヒユーム管等の地中埋
設管を埋設する管埋設装置に関する。
[Detailed Description of the Invention] The present invention relates to a pipe burying device for burying underground pipes such as Huyum pipes while promoting excavation.

管埋設装置の概要を説明すると、管埋設開始場
所にピツトを掘り、該ピツトに埋設装置本体を設
置する。装置本体は管埋設方向に移動可能であ
り、脱着可能に取り付けたオーガ及び該オーガ先
端に取り付けたカツターを回転する。カツター及
びオーガ先端部はカツターヘツドに囲まれてお
り、カツターヘツドの外径は埋設管外径に等し
く、カツターヘツドの先端で穴周辺を切崩し穴形
状を整える。前記オーガ及びトラフパイプは継足
可能で該オーガを介しカツターを回転ささせつつ
装置本体を移動させて掘削する。掘削長が埋設管
の単位長さ進んだところで管単位長さだけ埋設装
置本体が後退し、埋設管を継足すと共にオーガ、
トラフパイプを継足し前記作動を繰り返しつつ管
を埋設する。
To explain the outline of the pipe burying device, a pit is dug at the place where the pipe burying starts, and the main body of the burying device is installed in the pit. The main body of the apparatus is movable in the direction of embedding the pipe, and rotates a removably attached auger and a cutter attached to the tip of the auger. The tip of the cutter and auger is surrounded by a cutter head, the outside diameter of which is equal to the outside diameter of the buried pipe, and the tip of the cutter head cuts around the hole to adjust the shape of the hole. The auger and trough pipe can be connected, and excavation is carried out by moving the main body of the apparatus while rotating the cutter through the auger. When the excavation length advances by the unit length of the buried pipe, the burying equipment body moves back by the unit length of the pipe, and as the buried pipe is added, the auger
Add a trough pipe and bury the pipe while repeating the above operation.

しかし、掘削する地盤が水位の高い砂層(滞水
砂層)の場合には、切羽から水と土砂が激しく流
れ込み切羽が自立できないばかりか地盤沈下を起
しカツターヘツドの方向も定まらなくなる。
However, if the ground to be excavated is a sand layer with a high water level (water-retaining sand layer), water and earth flow violently from the face, making it impossible for the face to stand on its own, and also causing ground subsidence, making it impossible to determine the direction of the cutter head.

又、滞水砂層における管埋設装置としては泥水
式のものも考えられるが、該泥水式の場合には地
上に大規模な泥水処理設備が必要となり、広い設
置スペースを必要とする欠点がある。
Furthermore, a muddy water type can be considered as a pipe burying device in a water-retaining sand layer, but the muddy water type requires a large-scale muddy water treatment facility on the ground and has the disadvantage of requiring a large installation space.

本考案は上従の従来実情に鑑み、円筒フレーム
の先端に軸受を介して円盤状のカツターを回転自
在に支持し、円筒フレームの軸受の後方に隔壁を
設け、前記カツターに、隔壁の中心を貫通して円
筒フレームの軸芯方向に延び、且つオーガ先端と
接続可能な回転軸を固定し、前記隔壁に円筒フレ
ームの軸芯位置を中心とする円弧状の排出口を形
成し、隔壁の後面に、排出口の外周部に当接する
外周端部及び排出口の内周部に当接する環状突起
を有し、且つ環状突起の内周側に環状の空間を有
する環状シールプレートを配設し、該環状シール
プレートに前記回転軸に遊嵌した環状流体圧シリ
ンダの環状ピストンを排出口を開閉自在となるよ
う取り付けた管埋設装置にかかるものである。
In view of the conventional situation, the present invention rotatably supports a disc-shaped cutter via a bearing at the tip of a cylindrical frame, a partition is provided behind the bearing of the cylindrical frame, and the center of the partition is attached to the cutter. A rotary shaft that extends through the cylindrical frame in the axial direction of the cylindrical frame and is connectable to the auger tip is fixed, an arc-shaped discharge port centered on the axial position of the cylindrical frame is formed in the partition wall, and the rear surface of the partition wall is fixed. an annular seal plate having an outer circumferential end abutting the outer circumferential portion of the discharge port and an annular protrusion abutting the inner circumferential portion of the discharge port, and having an annular space on the inner circumferential side of the annular protrusion; The present invention relates to a pipe embedding device in which an annular piston of an annular fluid pressure cylinder loosely fitted to the rotating shaft is attached to the annular seal plate so that the discharge port can be opened and closed.

以下、図面に基づいて本考案の実施例を説明す
る。
Embodiments of the present invention will be described below based on the drawings.

第1図乃至第4図は本考案の一実施例であり、
1はカツターヘツド、2は円筒フレーム、3はト
ラフパイプ、4はオーガである。該オーガ4の先
端に回転軸5を嵌合しピン6にて止め一体に回転
し得るようにすると共に該回転軸5の他端に球面
軸7を固着し、該球面軸7にカツター8をボルト
等により固定してある。該カツター8は円盤状を
なし、中心点を点対称として取込窓9を二箇所に
設け、該各取込窓9の近傍にカツタービツト10
を取り付けてある。
Figures 1 to 4 show an embodiment of the present invention,
1 is a cutter head, 2 is a cylindrical frame, 3 is a trough pipe, and 4 is an auger. A rotary shaft 5 is fitted to the tip of the auger 4 and fixed with a pin 6 so that they can rotate together, and a spherical shaft 7 is fixed to the other end of the rotary shaft 5, and a cutter 8 is attached to the spherical shaft 7. It is fixed with bolts etc. The cutter 8 has a disc shape, and has two intake windows 9 symmetrical about the center point, and a cutter bit 10 is provided near each intake window 9.
is installed.

該カツター8の後方に軸受ハウジング例えば三
脚ハウジング11を前記円筒フレーム2にボルト
14にて固定し、該三脚ハウジング11の中心部
カツター8側の凹部12に該カツター8の球面軸
7と嵌して支持する球面軸受13をボルト18に
て固定すると共に、該三脚ハウジング11の前記
凹部12の周縁部15に二重の環状突起16を設
けカツター8の背面に設けた二重の環状突起17
と嵌合せしめてラビリンスシールを構成させてい
る。又環状突起16の内周とカツター7との間に
リング状のシール19を設けて土砂の軸受部への
流入を防止してある。
A bearing housing such as a tripod housing 11 is fixed to the cylindrical frame 2 with bolts 14 behind the cutter 8, and the spherical shaft 7 of the cutter 8 is fitted into the recess 12 in the center of the tripod housing 11 on the cutter 8 side. The supporting spherical bearing 13 is fixed with a bolt 18, and a double annular projection 16 is provided on the peripheral edge 15 of the recess 12 of the tripod housing 11, and a double annular projection 17 is provided on the back surface of the cutter 8.
They are fitted together to form a labyrinth seal. Further, a ring-shaped seal 19 is provided between the inner periphery of the annular projection 16 and the cutter 7 to prevent earth and sand from flowing into the bearing section.

該三脚ハウジング11のカツター8とは反対側
に環状の隔壁20を密着して嵌合し、該隔壁20
の前記三脚ハウジング11の各脚と重ならない部
分に同心円状の排出口21を三箇所に設けてあ
る。
An annular partition wall 20 is tightly fitted to the side of the tripod housing 11 opposite to the cutter 8, and the partition wall 20
Concentric discharge ports 21 are provided at three locations in portions of the tripod housing 11 that do not overlap with the respective legs.

前記回転軸5の反カツター8側に円筒状ブロツ
ク22を遊嵌し、該円筒状ブロツク22の端部を
前記三脚ハウジング11に固着して回転不能とし
てある。該円筒状ブロツク22に環状シリンダ2
3を嵌装し、該環状シリンダ23に環状ピストン
24を摺動自在に嵌合せしめ、該環状ピストン2
4の先端に環状シールプレート25を固着し、該
環状ピストン24の摺動にともなつて移動するよ
うにしてある。該環状シールプレート25は断面
が皿状であり、その外周端部26が前記隔壁20
に全体として略環状に設けた三箇の排出口21の
外周部に当接し、シールし得るようにしてある。
更に該環状シールプレート25の隔壁20側に前
記三箇の排出口21の内周部に当接する環状突起
27を設け、該環状突起27の内周側に該環状突
起27と隔壁20との間にはさまれた土砂が逃げ
るのを容易にする環状の空間28を設けてある。
A cylindrical block 22 is loosely fitted on the side of the rotating shaft 5 opposite to the cutter 8, and the end of the cylindrical block 22 is fixed to the tripod housing 11 so that it cannot rotate. An annular cylinder 2 is attached to the cylindrical block 22.
3, and the annular piston 24 is slidably fitted into the annular cylinder 23, and the annular piston 2
An annular seal plate 25 is fixed to the tip of the annular piston 24, and is moved as the annular piston 24 slides. The annular seal plate 25 has a dish-like cross section, and its outer peripheral end 26 is connected to the partition wall 20.
It is designed to abut and seal the outer periphery of three discharge ports 21 provided in a generally annular shape as a whole.
Furthermore, an annular projection 27 is provided on the partition wall 20 side of the annular seal plate 25 to contact the inner periphery of the three discharge ports 21, and an annular projection 27 is provided on the inner periphery of the annular projection 27 between the annular projection 27 and the partition wall 20. An annular space 28 is provided to facilitate the escape of trapped earth and sand.

埋設装置本体側からエアーパイプ29をヒユー
ム管若しくは円筒フレーム2とトラフパイプ3と
の間に配設し、該各エアーパイプ29を前記三脚
ハウジング11の脚部の後方に前記円筒フレーム
2と密着させて固定したエアー導入部材30に接
続してある。該エアー導入部材30は導孔31を
有し、該導孔31は前記隔壁20、三脚ハウジン
グ11及び円筒状ブロツク22に設けた導孔3
2,33,34と夫々連通し、環状シリンダ23
のシリンダ室35にエアーを送給し得るようにし
てある。
An air pipe 29 is arranged between the humid pipe or cylindrical frame 2 and the trough pipe 3 from the burial device main body side, and each air pipe 29 is brought into close contact with the cylindrical frame 2 behind the leg of the tripod housing 11. It is connected to an air introduction member 30 which is fixedly fixed. The air introducing member 30 has a guide hole 31, which is connected to the guide hole 3 provided in the partition wall 20, the tripod housing 11, and the cylindrical block 22.
2, 33, and 34, respectively, and the annular cylinder 23
Air can be supplied to the cylinder chamber 35 of the cylinder.

前記円筒状ブロツク22とオーガ4の先端との
間にスラスト軸受36を設けると共に、前記環状
シリンダ23のピストン側端部に設けた環状溝3
7に前記オーガ4の端部に設けたフランジ38の
環状突起39を嵌合せしめると共にシール40を
介在させて、前記円筒フレーム2に固定した三脚
ハウジング11及び回転不能に配設した円筒状ブ
ロツク22内を貫通する回転軸5がオーガ4と共
に回転しカツター8を回転駆動し得るよう構成し
てある。
A thrust bearing 36 is provided between the cylindrical block 22 and the tip of the auger 4, and an annular groove 3 is provided at the piston side end of the annular cylinder 23.
A tripod housing 11 is fixed to the cylindrical frame 2 by fitting an annular protrusion 39 of a flange 38 provided at the end of the auger 4 to 7 and interposing a seal 40, and a cylindrical block 22 disposed non-rotatably. A rotating shaft 5 passing through the cutter 8 is configured to rotate together with the auger 4 and drive the cutter 8 in rotation.

図中、41はカツター8の背面取込窓9近傍に
設けた送り羽根、42はオーガ4の先端に設けら
れカツター8、回転軸5及びオーガ4とともに回
転して土砂をスクリユー43側へ送る案内板、4
4該案内板42の支持リングを示す。
In the figure, 41 is a feed blade provided near the rear intake window 9 of the cutter 8, and 42 is a guide provided at the tip of the auger 4, which rotates together with the cutter 8, rotating shaft 5, and auger 4 to send earth and sand to the screw 43 side. board, 4
4 shows the support ring of the guide plate 42.

埋設装置本体(図示せず)によりオーガ4を回
転させると、回転軸5、カツター8及び案内板4
2、支持リング44が一体に回転する。又、エア
ーパイプ29により圧縮エアーを送給すると、各
導孔31,32,33,34を経て圧縮エアーが
環状ピストン23のシリンダ室35に送られ、環
状ピストン24が突出されて所定の圧力で環状シ
ールプレート25が隔壁20に押し付けられ排出
口21が塞がれる。
When the auger 4 is rotated by the burial device main body (not shown), the rotation shaft 5, the cutter 8 and the guide plate 4
2. The support ring 44 rotates together. Furthermore, when compressed air is supplied through the air pipe 29, the compressed air is sent to the cylinder chamber 35 of the annular piston 23 through the respective guide holes 31, 32, 33, and 34, and the annular piston 24 is protruded and is heated at a predetermined pressure. The annular seal plate 25 is pressed against the partition wall 20 and the discharge port 21 is closed.

カツタービツト10により掘削された土砂、水
は取込窓9から取り込まれ隔壁20の各排出口2
1に至るが、該各排出口21は環状シールプレー
ト25にて塞がれているためトラフパイプ3側へ
移行できない。
The earth, sand and water excavated by the cutter bit 10 are taken in through the intake window 9 and are taken in through the respective discharge ports 2 of the bulkhead 20.
1, but since each discharge port 21 is blocked by the annular seal plate 25, it cannot move to the trough pipe 3 side.

しかし、圧縮エアーの圧力を切羽からの土砂、
水の流入圧よりも低くしておくことにより、両者
の圧力がバランスして排出口21を塞ぐ環状シー
ルプレート25が後退し各排出口21周辺に隙間
が形成されて土砂、水が該排出口21から排出さ
れ、回転する案内板42により後方のオーガ4側
へ案内されトラフパイプ3内を移送される。
However, the pressure of compressed air can be applied to dirt and sand from the face.
By keeping the pressure lower than the inflow pressure of water, the pressure between the two is balanced, and the annular seal plate 25 that closes the outlet 21 retreats, creating a gap around each outlet 21 and allowing dirt and water to flow through the outlet. 21 , is guided toward the rear auger 4 side by a rotating guide plate 42 , and is transported inside the trough pipe 3 .

従つて、圧縮エアーの圧力を調整することによ
り隔壁20と環状シールプレート25との隙間を
自由に変更させることができ、土砂、水の排出量
を零から最大排出量までの間で任意に設定するこ
とができる。これにより、滞水砂層における掘削
中の水、土砂の急激な流入による地盤沈下を防止
することができ、カツターヘツド1の掘削方向も
安定化される。
Therefore, by adjusting the pressure of compressed air, the gap between the partition wall 20 and the annular seal plate 25 can be freely changed, and the discharge amount of earth, sand, and water can be arbitrarily set between zero and the maximum discharge amount. can do. As a result, ground subsidence due to rapid inflow of water and earth during excavation in the water-retaining sand layer can be prevented, and the excavation direction of the cutter head 1 is also stabilized.

又、ヒユーム管の継足時、等の掘削停止時は、
圧縮エアーの圧力を高め環状ピストン24を突出
せしめて環状シールプレート25を隔壁20に押
し付け、各排出口21を完全に閉塞する。このと
き、該環状シールプレート25の外周端部26及
び環状突起27と隔壁20との当接面積を小さく
し且つ環状の空間28を設けてあるので、挾さま
れる土砂も容易に逃げるためシール効果が高い。
Also, when stopping excavation, such as when connecting a humid pipe,
The pressure of the compressed air is increased to cause the annular piston 24 to protrude and press the annular seal plate 25 against the partition wall 20 to completely close each discharge port 21. At this time, since the contact area between the outer peripheral end 26 of the annular seal plate 25 and the annular protrusion 27 and the partition wall 20 is reduced and an annular space 28 is provided, the trapped dirt can easily escape, resulting in a sealing effect. is high.

なお、本考案の管埋設装置は上述の実施例のみ
に限定されるものではなく、環状ピストンを作動
させる圧力流体は圧縮エアーばかりでなく圧油、
圧力水等の他の流体でもよいこと、圧力流体を環
状シリンダに供給する手段は他の態様であつても
よいこと等、本考案の要旨を逸脱しない範囲内に
おいて種々変更を加え得ることは勿論である。
Note that the pipe burying device of the present invention is not limited to the above-mentioned embodiments, and the pressure fluid that operates the annular piston may be not only compressed air but also pressure oil,
Of course, various changes can be made without departing from the gist of the present invention, such as that other fluids such as pressurized water may be used, and that the means for supplying the pressurized fluid to the annular cylinder may be in other forms. It is.

以上述べたように本考案の管埋設装置によれ
ば、カツターを支持する三脚ハウジング等の軸受
ハウジングの後方に排出口を備えた隔壁を固定
し、該排出口を閉塞し得るシールプレートを流体
圧シリンダにより移動可能に配設したので、流体
の圧力を調節することにより土砂、水の排出量を
滞水砂層の水圧に応じて自由に設定することがで
き、急激な水、土砂の流入による地盤沈下が防止
でき、カツターヘツドの掘削方向も安定化でき
る。更に、掘削停止時の水、土砂の流入も防止で
き、管接続作業等が容易になり、地盤沈下を防止
でき、安全性を向上でき、更に、環状シールプレ
ートの内周側に環状の空間を形成して排出口と環
状シールプレートとの間から土砂が逃げられるよ
うに土砂の挟み込みを確実に防止して排出口のシ
ール性を向上できる。
As described above, according to the pipe embedding device of the present invention, a partition wall equipped with an outlet is fixed to the rear of a bearing housing such as a tripod housing that supports a cutter, and a seal plate capable of closing the outlet is fixed using fluid pressure. Since it is movably arranged with a cylinder, by adjusting the pressure of the fluid, the discharge amount of soil and water can be freely set according to the water pressure of the water-retaining sand layer. Subsidence can be prevented and the excavation direction of the cutter head can be stabilized. Furthermore, it is possible to prevent the inflow of water and earth and sand when excavation is stopped, making pipe connection work easier, preventing ground subsidence, and improving safety. By forming this structure, the sealing performance of the discharge port can be improved by reliably preventing sand from being trapped so that the soil can escape from between the discharge port and the annular seal plate.

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

第1図は本考案の管埋設装置の説明図、第2図
は第1図の−方向矢視図、第3図は第1図の
−方向矢視図、第4図は第1図の−方向
矢視図である。 1はカツターヘツド、2は円筒フレーム、5は
回転軸、8はカツター、9は取込窓、11は三脚
ハウジング、20は隔壁、21は排出口、23は
環状シリンダ、24は環状ピストン、25は環状
シールプレート、29はエアーパイプ、31,3
2,33,34は導孔を示す。
Fig. 1 is an explanatory diagram of the pipe burying device of the present invention, Fig. 2 is a view taken in the - direction arrow of Fig. 1, Fig. 3 is a view taken in the - direction arrow of Fig. 1, and Fig. 4 is a view taken in the - direction arrow of Fig. 1. - It is a direction arrow view. 1 is a cutter head, 2 is a cylindrical frame, 5 is a rotating shaft, 8 is a cutter, 9 is an intake window, 11 is a tripod housing, 20 is a partition, 21 is an outlet, 23 is an annular cylinder, 24 is an annular piston, 25 is Annular seal plate, 29 is air pipe, 31,3
2, 33, and 34 indicate guide holes.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 円筒フレームの先端に軸受を介して円盤状のカ
ツターを回転自在に支持し、円筒フレームの軸受
の後方に隔壁を設け、前記カツターに、隔壁の中
心を貫通して円筒フレームの軸芯方向に延び、且
つオーガ先端と接続可能な回転軸を固定し、前記
隔壁に円筒フレームの軸芯位置を中心とする円弧
状の排出口を形成し、隔壁の後面に、排出口の外
周部に当接する外周端部及び排出口の内周部に当
接する環状突起を有し、且つ環状突起の内周側に
環状の空間を有する環状シールプレートを配設
し、該環状シールプレートに前記回転軸に遊嵌し
た環状流体圧シリンダの環状ピストンを排出口を
開閉自在となるよう取り付けたことを特徴とする
管埋設装置。
A disc-shaped cutter is rotatably supported at the tip of a cylindrical frame via a bearing, a partition is provided behind the bearing of the cylindrical frame, and a cutter is provided with a cutter extending in the axial direction of the cylindrical frame through the center of the partition. , and a rotary shaft connectable to the tip of the auger is fixed, an arc-shaped discharge port centered on the axial position of the cylindrical frame is formed in the partition wall, and an outer periphery that abuts the outer periphery of the discharge port is formed on the rear surface of the partition wall. An annular seal plate having an annular protrusion that abuts the end portion and the inner periphery of the discharge port and an annular space on the inner periphery side of the annular protrusion is disposed, and the annular seal plate is loosely fitted to the rotating shaft. A pipe embedding device characterized in that an annular piston of an annular fluid pressure cylinder is attached so that a discharge port can be opened and closed.
JP9984183U 1983-06-28 1983-06-28 Pipe burying device Granted JPS608792U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9984183U JPS608792U (en) 1983-06-28 1983-06-28 Pipe burying device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9984183U JPS608792U (en) 1983-06-28 1983-06-28 Pipe burying device

Publications (2)

Publication Number Publication Date
JPS608792U JPS608792U (en) 1985-01-22
JPH0220314Y2 true JPH0220314Y2 (en) 1990-06-04

Family

ID=30236435

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9984183U Granted JPS608792U (en) 1983-06-28 1983-06-28 Pipe burying device

Country Status (1)

Country Link
JP (1) JPS608792U (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4227434A (en) * 1978-02-21 1980-10-14 Dimarzio Lawrence P Adjustable soundhole mount for a musical pickup

Also Published As

Publication number Publication date
JPS608792U (en) 1985-01-22

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