JPH0220313Y2 - - Google Patents
Info
- Publication number
- JPH0220313Y2 JPH0220313Y2 JP1983086772U JP8677283U JPH0220313Y2 JP H0220313 Y2 JPH0220313 Y2 JP H0220313Y2 JP 1983086772 U JP1983086772 U JP 1983086772U JP 8677283 U JP8677283 U JP 8677283U JP H0220313 Y2 JPH0220313 Y2 JP H0220313Y2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- partition plate
- water
- trough
- trough 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
Links
Landscapes
- 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、脱着可能に取付けたオーガー及び該オーガー
先端に取り付けたカツターを回転する。カツター
及びオーガー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。前記オーガー及びトラフパイプは継
足可能で該オーガーを介しカツターを回転させつ
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
ー、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 device is movable in the direction of embedding the pipe, and rotates the removably attached auger and the 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 has advanced by the unit length of the buried pipe, the burying device body moves back by the unit length of the pipe, and the buried pipe is added, as well as the auger and trough pipe, and the above operations are repeated to bury the pipe.
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.
本考案は上述の従来の実情に鑑み、トラフパイ
プ内に水ポンプで水を送り込みカツター部分にか
かつている水圧と等しいか若干上まわる水圧にト
ラフパイプ内を保ち、排土部を複数の部屋に仕切
りトラフパイプ内が外気に開放されない状態で排
土可能にすることにより、カツター部分からの水
及び砂の流入を防止し、切羽を安定化して地盤沈
下を防止し掘削方向を定めることを可能にした管
埋設装置にかかるものである。 In view of the above-mentioned conventional situation, this invention uses a water pump to pump water into the trough pipe, maintains the water pressure in the trough pipe at a level equal to or slightly higher than the water pressure applied to the cutter part, and divides the soil removal section into multiple rooms. By making it possible to discharge soil without opening the inside of the partition trough pipe to the outside air, it is possible to prevent water and sand from entering from the cutter, stabilize the face, prevent ground subsidence, and determine the direction of excavation. This is related to the pipe embedding equipment.
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図は本考案の全体説明図であり、1はカツ
ター、2は方向修正機能付先導管、3はオーガ
ー、4はトラフパイプ、5はヒユーム管、6は矢
板、7は推進反力ブロツク、8は推進シリンダ、
9はオーガー駆動減速機、10は電動機である。
第2図及び第3図に示すように前記推進反力ブロ
ツク7のアダプターパイプ11の所要位置に水導
入口12を設け、水ポンプ(図示せず)と接続し
た水配管13を該水導入口12に接続し、アダプ
ターオーガー14に嵌合するトラフパイプ4内に
水を導入し得るようにしてある。 Fig. 1 is an overall explanatory diagram of the present invention, in which 1 is a cutter, 2 is a leading pipe with a direction correction function, 3 is an auger, 4 is a trough pipe, 5 is a hump pipe, 6 is a sheet pile, and 7 is a propulsion reaction force block. , 8 is a propulsion cylinder,
9 is an auger drive speed reducer, and 10 is an electric motor.
As shown in FIGS. 2 and 3, a water inlet 12 is provided at a predetermined position of the adapter pipe 11 of the propulsion reaction force block 7, and a water pipe 13 connected to a water pump (not shown) is connected to the water inlet. 12 so that water can be introduced into the trough pipe 4 which fits into the adapter auger 14.
該推進反力ブロツク7の水導入口12に対し反
トラフパイプ4側に固定仕切板15を固着し、該
固定仕切板15の上半分側に例えば全体の略1/4
の面積分切欠いて窓16を設け、該固定仕切板1
5を貫通してトラフパイプ4内のオーガー3を回
転駆動する軸17に、前記固定仕切板15を所要
の間隔をもつて円板状で窓のない回転仕切板18
を固着し、該回転仕切板18の外周に前記推進反
力ブロツク7の円筒フレーム19の内周と密着し
て回転し得るようシール20を嵌装してある。更
に、該各仕切板15,18及び円筒フレーム19
により形成される排土室21を軸方向に複数室
(4室)に仕切る羽根22を備えたロータリー2
3を前記軸17に嵌装し、前記排土室21の下方
の円筒フレーム19に排出口24を設けてある。
図中、25は回転仕切板18にかかる圧力を支持
するパドル、26,27は土砂の廻り込みを防止
するためのオイルシールである。 A fixed partition plate 15 is fixed to the side opposite to the trough pipe 4 with respect to the water inlet 12 of the propulsion reaction force block 7, and about 1/4 of the total is fixed to the upper half side of the fixed partition plate 15.
A window 16 is provided by cutting out an area of the fixed partition plate 1.
A rotary partition plate 18 in the shape of a disk and without a window is attached to the shaft 17 that passes through the shaft 5 and rotates the auger 3 in the trough pipe 4.
A seal 20 is fitted on the outer periphery of the rotating partition plate 18 so that it can rotate in close contact with the inner periphery of the cylindrical frame 19 of the propulsion reaction force block 7. Furthermore, the respective partition plates 15 and 18 and the cylindrical frame 19
A rotary 2 equipped with a blade 22 that partitions the earth removal chamber 21 formed by the
3 is fitted onto the shaft 17, and a discharge port 24 is provided in the cylindrical frame 19 below the soil discharge chamber 21.
In the figure, 25 is a paddle that supports the pressure applied to the rotating partition plate 18, and 26 and 27 are oil seals that prevent earth and sand from going around.
水ポンプ(図示せず)より水配管13を経て水
導入口12から水をトラフパイプ4内に送入し、
カツター1部から推進反力ブロツク7までのトラ
フパイプ4内を所定の水圧とし、電動機10によ
りオーガー駆動減速機9を介してオーガー3及び
カツター1を駆動する。ここでオーガー3とカツ
ター1の駆動は一体に駆動する機構でもよく別個
に駆動する機構であつてもよい。 Water is sent into the trough pipe 4 from the water inlet 12 via the water pipe 13 from a water pump (not shown),
The inside of the trough pipe 4 from the cutter 1 section to the propulsion reaction force block 7 is set to a predetermined water pressure, and the auger 3 and cutter 1 are driven by the electric motor 10 via the auger drive reduction gear 9. Here, the auger 3 and the cutter 1 may be driven by a mechanism that drives them integrally, or a mechanism that drives them separately.
トラフパイプ4内の圧力を滞水砂層の水圧と略
等しいか又は若干高めにしておくことにより、該
滞水砂層内の水、砂がカツターヘツド部から必要
以上に流入するのが抑制される。従つて、切羽が
安定化すると共に、カツター1の回転により掘削
された砂が水と共に取り込まれ、トラフパイプ4
内を回転するオーガー3により推進反力ブロツク
7側まで搬送される。 By keeping the pressure in the trough pipe 4 substantially equal to or slightly higher than the water pressure in the water-retaining sand layer, water and sand in the water-retaining sand layer are prevented from flowing in from the cutter head portion more than necessary. Therefore, the face is stabilized, and the sand excavated by the rotation of the cutter 1 is taken in together with water, and the trough pipe 4
The auger 3 rotating inside transports it to the propulsion reaction force block 7 side.
該搬送された砂、水は該推進反力ブロツク7の
固定仕切板15に設けた窓16から排土室21内
のロータリー23羽根22により仕切られる一の
室内に入れる。該室の回転仕切板18には窓がな
いので、前記固定仕切板15に窓があつてもトラ
フパイプ4内の圧力は低下することがない。 The transported sand and water enter through a window 16 provided in the fixed partition plate 15 of the propulsion reaction force block 7 into a chamber partitioned by rotary 23 blades 22 in the soil removal chamber 21. Since the rotary partition plate 18 of the chamber has no window, the pressure inside the trough pipe 4 will not decrease even if the fixed partition plate 15 has a window.
該ロータリー23は回転されるので砂、水の充
満した室は回転して下方に設けられた排出口24
に面したときに、重力により砂、水が落下し排出
される。他の空の室内に窓16から砂、水が入
り、順次回転して排出される。ここで、ロータリ
ー23は滞水砂層の土砂及び水の圧力とトラフパ
イプ4内に送入する水の圧力とを受けながら回転
するが、これらの圧力はパドル25によつて支持
され、又回転仕切板18外周のシール20から漏
れる砂、水は二段に設けたオイルシール26,2
7により完全に遮断される。 Since the rotary 23 is rotated, the chamber filled with sand and water is rotated and discharged from the discharge port 24 provided below.
Sand and water fall and are discharged due to gravity. Sand and water enter the other empty rooms through the window 16, are rotated one after another, and are discharged. Here, the rotary 23 rotates while receiving the pressure of sand and water in the water-retaining sand layer and the pressure of the water sent into the trough pipe 4, but these pressures are supported by the paddles 25, and the rotary partition Sand and water leaking from the seal 20 on the outer periphery of the plate 18 are removed by oil seals 26 and 2 provided in two stages.
7, it is completely blocked.
このように、滞水砂層の水圧に応じてトラフパ
イプ内に送入する水の圧力を変えることにより、
カツターヘツドからの水及び砂の流入を防止しつ
つ掘削推進することが可能となる。 In this way, by changing the pressure of water sent into the trough pipe according to the water pressure of the water retention sand layer,
It becomes possible to proceed with excavation while preventing the inflow of water and sand from the cutter head.
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、排土室内に回転可能
に設けるロータリーの羽根の数は三枚以上であれ
ば何枚でもよいこと等、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 other features include that the number of rotary blades rotatably installed in the earth removal chamber may be any number as long as it is three or more. Of course, various changes can be made without departing from the gist of the invention.
以上述べたように本考案の管埋設装置によれ
ば、トラフパイプ内に水を送入し得るようにする
と共に排土室にロータリー式の排土装置を設けト
ラフパイプ内が外気に開放されない状態で排土可
能にしたので、所定量以上の砂、水の流入を防止
することができ、切羽を自立させ、カツターヘツ
ドの方向を安定化することができ、しかも、ゲー
トやバルブ等のめんどうな開閉操作を何ら伴うこ
となく連続的に掘削を進行することができる等の
種々の優れた効果を発揮する。 As described above, according to the pipe burying device of the present invention, it is possible to send water into the trough pipe, and a rotary type earth removal device is provided in the earth removal chamber, so that the inside of the trough pipe is not exposed to the outside air. Since the earth can be discharged by the cutter, it is possible to prevent sand and water from entering in excess of a specified amount, the face can be made independent, and the direction of the cutter head can be stabilized, and it is possible to avoid the troublesome opening and closing of gates and valves. It exhibits various excellent effects such as being able to proceed with excavation continuously without any operation.
第1図は本考案の管埋設装置の全体説明図、第
2図は第1図における推進反力ブロツク部の説明
図、第3図は第2図の−方向矢視図である。
1はカツター、3はオーガー、4はトラフパイ
プ、7は推進反力ブロツク、11はアダプターパ
イプ、12は水導入口、13は水配管、15は固
定仕切板、16は窓、18は回転仕切板、19は
円筒フレーム、22は羽根、23はロータリー、
24は排出口を示す。
FIG. 1 is an overall explanatory diagram of the pipe embedding device of the present invention, FIG. 2 is an explanatory diagram of the propulsion reaction force block portion in FIG. 1, and FIG. 3 is a view taken in the - direction arrow of FIG. 1 is a cutter, 3 is an auger, 4 is a trough pipe, 7 is a propulsion reaction block, 11 is an adapter pipe, 12 is a water inlet, 13 is a water pipe, 15 is a fixed partition plate, 16 is a window, 18 is a rotating partition board, 19 is a cylindrical frame, 22 is a blade, 23 is a rotary,
24 indicates a discharge port.
Claims (1)
中空状の推進反力ブロツクに接続支持し、該推進
反力ブロツクを上方に窓を有する固定仕切板でト
ラフパイプ半径方向に仕切ると共に、前記推進反
力ブロツクの固定仕切板よりも反トラフパイプ側
の位置をトラフパイプ長手方向の軸を中心として
回転自在な回転仕切板でトラフパイプ半径方向に
仕切つて、トラフパイプ内部の固定仕切板と回転
仕切板の間に排土室を形成し、該排土室の下部に
排出口を設け、前記排土室内部に排土室を放射状
に仕切つて前記窓と排土口に同時に連通しない複
数の室を形成する仕切板を回転仕切板と一体に回
転可能に設け、前記推進反力ブロツクのトラフパ
イプと固定仕切板との間の位置に圧力を調整可能
な水配管をトラフパイプ内に水を供給可能に接続
したことを特徴とする管埋設装置。 A trough pipe that rotatably houses the auger is connected and supported by a hollow propulsive reaction block, and the propulsive reaction block is partitioned in the radial direction of the trough pipe by a fixed partition plate having a window above. The position on the opposite side of the trough pipe from the fixed partition plate is partitioned in the radial direction of the trough pipe by a rotary partition plate that can be rotated around the longitudinal axis of the trough pipe, and the air is discharged between the fixed partition plate and the rotary partition plate inside the trough pipe. A partition plate that forms a soil chamber, has a discharge port at the bottom of the soil discharge chamber, and partitions the soil discharge chamber radially inside the soil discharge chamber to form a plurality of chambers that do not communicate with the window and the soil discharge port at the same time. is rotatably provided integrally with a rotary partition plate, and a water pipe whose pressure can be adjusted is connected to a position between the trough pipe of the propulsive reaction block and the fixed partition plate so as to supply water into the trough pipe. A pipe burying device featuring:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8677283U JPS59192990U (en) | 1983-06-07 | 1983-06-07 | Pipe burying device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8677283U JPS59192990U (en) | 1983-06-07 | 1983-06-07 | Pipe burying device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59192990U JPS59192990U (en) | 1984-12-21 |
| JPH0220313Y2 true JPH0220313Y2 (en) | 1990-06-04 |
Family
ID=30216695
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8677283U Granted JPS59192990U (en) | 1983-06-07 | 1983-06-07 | Pipe burying device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59192990U (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5717258Y2 (en) * | 1978-08-23 | 1982-04-10 |
-
1983
- 1983-06-07 JP JP8677283U patent/JPS59192990U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59192990U (en) | 1984-12-21 |
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