JPH0344637B2 - - Google Patents
Info
- Publication number
- JPH0344637B2 JPH0344637B2 JP60127162A JP12716285A JPH0344637B2 JP H0344637 B2 JPH0344637 B2 JP H0344637B2 JP 60127162 A JP60127162 A JP 60127162A JP 12716285 A JP12716285 A JP 12716285A JP H0344637 B2 JPH0344637 B2 JP H0344637B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- vacuum
- excavation
- vacuum suction
- receiving tank
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 31
- 238000009412 basement excavation Methods 0.000 claims description 22
- 239000002689 soil Substances 0.000 claims description 22
- 239000004576 sand Substances 0.000 claims description 13
- 238000009933 burial Methods 0.000 claims 1
- 238000000926 separation method Methods 0.000 description 5
- 239000013049 sediment Substances 0.000 description 4
- 230000001105 regulatory effect Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000018044 dehydration Effects 0.000 description 1
- 238000006297 dehydration reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Filtration Of Liquid (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は、道路,鉄道軌道あるいは構造物等
の下部を横断して地中に埋設管を推進敷設する場
合に使用する真空吸引排土式埋設管推進装置にお
ける土砂水分離装置に関するものである。[Detailed Description of the Invention] [Field of Industrial Application] This invention is a vacuum suction earth removal type used when underground pipes are propelled and laid across the lower part of roads, railway tracks, structures, etc. This invention relates to a sand and water separation device in a buried pipe propulsion device.
埋設管地中推進方式として、地中を推進される
埋設管の前端部に、前方に向かつて開放された掘
削排土室を有する刃口を嵌設し、その掘削排土室
には送気口を設けると共に駆動装置により回転さ
れる送り羽根付きカツタを収容し、かつその掘削
排土室の後方下部に接続した吸引管と真空吸引源
とを地上に設置されたレシーバの上部に接続し、
さらにそのレシーバの下部に排土用ロータリバル
ブを接続し、埋設管および刃口等を推進しなが
ら、送り羽根付きカツタにより掘削した土砂を、
真空吸引力により吸引管を経てレシーバ内に吸引
し、そのレシーバ内の土砂を、ロータリバルブを
経て積込用コンベヤ上に排出する方式が提案され
ている(特願昭59−246283号〔特開昭61−126297
号公報〕参照)。
As a buried pipe underground propulsion method, a cutter opening with an excavation and removal chamber that is open toward the front is fitted at the front end of a buried pipe that is propelled underground, and air is supplied to the excavation and removal chamber. A suction pipe and a vacuum suction source are connected to the upper part of a receiver installed on the ground, and a suction pipe and a vacuum suction source are connected to the rear lower part of the excavation and earth removal chamber, which accommodates a cutter with a feeding blade that is provided with a mouth and is rotated by a drive device, and
Furthermore, a rotary valve for earth removal is connected to the lower part of the receiver, and while the buried pipe and cutting edge are propelled, the earth and sand excavated by a cutter with a feed blade is removed.
A method has been proposed in which the earth and sand in the receiver is sucked into a receiver through a suction pipe using vacuum suction power, and the earth and sand in the receiver is discharged onto a loading conveyor through a rotary valve (Japanese Patent Application No. 59-246283 Showa 61-126297
(Refer to the Publication No.).
しかるに、前述のようにして埋設管を地中に推
進していく場合、地盤が湧水地盤であつたり推進
途中で湧水地盤や滞水地盤に遭遇すると、土砂お
よび水が吸引管を経てレシーバに吸引され、前記
ロータリバルブから泥土となつて排出されるの
で、これを直接トラツク等に積込んで運搬するこ
とはできず、そのため掘削土の処理が困難にな
る。 However, when pushing a buried pipe underground as described above, if the ground is spring ground or encounters spring water ground or stagnant ground during propulsion, earth and water will pass through the suction pipe and reach the receiver. Since the excavated soil is sucked in by the rotary valve and discharged as mud from the rotary valve, it cannot be directly loaded onto a truck or the like and transported, making it difficult to dispose of the excavated soil.
〔発明の目的、構成〕
この発明は前述の問題を有利に解決できる真空
吸引排土式埋設管推進装置における土砂水分離装
置を提供することを目的とするものであつて、こ
の発明の要旨とするところは、地中を推進される
埋設管1の前端部に、前方に向かつて開放された
掘削排土室2を有する刃口3が嵌設され、その掘
削排土室2には圧縮空気供給用送気口4が設けら
れ、かつその掘削排土室2内にカツタ駆動装置5
により回転される送り羽根付きカツタ6が設けら
れ、真空吸引源に接続された吸引管7が前記掘削
排土室2の後方下部に接続されている真空吸引排
土式埋設管推進装置において、地上に設置された
真空受入タンク8の上部に前記吸引管7および真
空吸引源9が接続され、真空受入タンク8の下部
の前部に設けられた開口部には、内側にストレー
ナ10を設けた排水室11とバルブ付き排土シユ
ート12とが順次連設され、駆動装置により回転
されるスクリユウコンベヤ13は真空受入タンク
8内の下部および前記ストレーナ10の内部にわ
たつて延長するように配置され、前記吸引管7と
真空吸引源9とは貯水タンク14の上部に接続さ
れていることを特徴とする真空吸引排土式埋設管
推進装置における土砂水分離装置にある。[Objective and Structure of the Invention] The object of the present invention is to provide a soil and water separation device in a vacuum suction earth removal type buried pipe propulsion device that can advantageously solve the above-mentioned problems. A cutting hole 3 having an excavation and removal chamber 2 that is open toward the front is fitted into the front end of a buried pipe 1 that is propelled underground, and the excavation and removal chamber 2 is filled with compressed air. A supply air inlet 4 is provided, and a cutter drive device 5 is installed in the excavation and unloading chamber 2.
In the vacuum suction soil removal type underground pipe propulsion device, a vacuum suction soil removal type buried pipe propulsion device is provided with a cutter 6 with a feed blade rotated by a The suction pipe 7 and vacuum suction source 9 are connected to the upper part of the vacuum receiving tank 8 installed in A chamber 11 and a discharge chute 12 with a valve are successively connected, and a screw conveyor 13 rotated by a drive device is arranged so as to extend across the lower part of the vacuum receiving tank 8 and the inside of the strainer 10, The suction pipe 7 and the vacuum suction source 9 are connected to the upper part of the water storage tank 14 in the earth and sand water separation device in the vacuum suction earth removal type buried pipe propulsion device.
次にこの発明を図示の例によつて詳細に説明す
る。
Next, the present invention will be explained in detail using illustrated examples.
図面はこの発明の実施例を示すものであつて、
発進用立坑15内に反力壁16を有する推進装置
受台17が設置され、かつその推進装置受台17
には推進用ジヤツキ18を備えている推進装置1
9が載置され、その推進装置19の推進用ジヤツ
キ18により地中に推進されるヒユーム管,塩化
ビニル管,鋼管等の埋設管1は連結用カラー20
に嵌合されて順次継ぎ足し連結され、最前部の埋
設管1の前端には前方に向かつて開放された掘削
排土室2を有する鋼製刃口3が嵌合連結され、そ
の掘削排土室2は前方に向かつて拡大する截頭円
錐状の前部室とその後部に連設された円筒状の後
部室とにより構成されている。 The drawings show embodiments of the invention,
A propulsion device pedestal 17 having a reaction wall 16 is installed in the starting shaft 15, and the propulsion device pedestal 17
The propulsion device 1 is equipped with a propulsion jack 18.
A buried pipe 1 such as a humid pipe, a vinyl chloride pipe, a steel pipe, etc., on which a pipe 9 is placed and propelled into the ground by a propulsion jack 18 of a propulsion device 19, is connected to a connecting collar 20.
The front end of the buried pipe 1 at the forefront is fitted with a steel blade 3 having an excavation and removal chamber 2 that is open toward the front. 2 is composed of a truncated conical front chamber that expands toward the front and a cylindrical rear chamber connected to the rear thereof.
前記刃口3の後部の中心部には、送り羽根付き
カツタ6のカツタ軸21の後部が、軸受22を介
して回転自在にかつ軸方向に移動しないように嵌
設され、その送り羽根付きカツタ6は、カツタ軸
21の前端部に放射状に固定されたカツタアーム
23と各カツタアーム23の間に固定された排土
用開口部24を有する土留板25と前記カツタ軸
21の中間部に固定された螺旋状の送り羽根26
とにより構成されている。 The rear part of the cutter shaft 21 of the bladed cutter 6 is fitted into the center of the rear part of the cutting edge 3 via a bearing 22 so as to be rotatable and not move in the axial direction. 6 is fixed to the middle part of the cutter shaft 21 and a cutter arm 23 fixed radially to the front end of the cutter shaft 21 and a retaining plate 25 having an earth removal opening 24 fixed between each cutter arm 23. Spiral feed blade 26
It is composed of.
刃口3の中央後部に液圧モータからなるカツタ
駆動装置5が固定され、そのカツタ駆動装置5の
回転軸は前記カツタ軸21に連結され、かつ前記
液圧モータは給液ホース27および排液ホース2
8を介して地上の圧液供給ユニツト(図示を省略
した)に接続される。 A cutter drive device 5 consisting of a hydraulic motor is fixed to the central rear part of the cutting edge 3, and the rotating shaft of the cutter drive device 5 is connected to the cutter shaft 21, and the hydraulic motor is connected to a liquid supply hose 27 and a liquid drainage hose. hose 2
8 to a ground pressure fluid supply unit (not shown).
前記刃口3の周囲に、掘削排土室2における截
頭円錐状の前部室内に開口する圧縮空気供給用送
気口4を有する複数の送気管29が設けられ、刃
口3の後部にはその送気管29に連通する送気用
分岐管30の一端部が連結され、その分岐管30
の他端部は送気用ヘツダー31に接続され、その
送気用ヘツダー31に一端部が接続された送気ホ
ース32の他端部は、地上に設置されたコンプレ
ツサ33からなる圧縮空気供給源に圧力調整弁3
4を介して接続され、さらに掘削排土室2の上部
には、掘削排土室内の気圧を検出する空気圧力検
出器35が取付けられ、掘削排土室2内の空気圧
力が掘削排土室2の前方の地山の土圧と同等以上
の適当な設定値になるように、前記空気圧検出器
35により制御装置を介して圧力調整弁34が自
動的に制御される。 A plurality of air supply pipes 29 each having a compressed air supply air supply port 4 that opens into the truncated conical front chamber of the excavation and soil removal chamber 2 are provided around the blade opening 3. is connected to one end of an air supply branch pipe 30 that communicates with the air supply pipe 29, and the branch pipe 30
The other end of the air supply hose 32 is connected to an air supply header 31, and the other end of the air supply hose 32, which has one end connected to the air supply header 31, is connected to a compressed air supply source consisting of a compressor 33 installed on the ground. pressure regulating valve 3
4, and an air pressure detector 35 is attached to the upper part of the excavation and removal chamber 2 to detect the air pressure inside the excavation and removal chamber. The pressure regulating valve 34 is automatically controlled by the air pressure detector 35 via the control device so that the pressure is set at a suitable value equal to or higher than the earth pressure of the ground in front of the air pressure sensor 2.
なお前記掘削排土室2内の空気圧力設定値は、
土質を考慮して予め決定される。 The air pressure setting value in the excavation and soil removal chamber 2 is as follows:
Determined in advance considering soil quality.
前記刃口3の下部に掘削排土室2内の後方下部
に開口する吸引孔36が設けられ、かつ刃口3の
後部には吸引孔36に連通する吸引管7の前端部
が連結され、その吸引管7の後端部は地上に導か
れ、地上には、真空受入タンク8と電動機37に
より駆動される真空ポンプからなる真空吸引源9
と貯水タンク14と受水槽38とが設けられ、前
記真空受入タンク8の上部には吸引管7の端部と
真空吸引源9の真空吸引管39とが接続され、そ
の真空吸引管39には電磁開閉弁40が設けら
れ、さらに真空受入タンク8の上部には脱水時に
空気を取入れるための空気取入口41が設けら
れ、その空気取入口41には電磁開閉弁42が接
続され、また真空受入タンク8内の上部には真空
吸引管39の端部および空気取入口41に対向す
る位置においてフイルタ43が取付けられてい
る。 A suction hole 36 that opens to the rear lower part of the excavation and soil removal chamber 2 is provided at the lower part of the blade mouth 3, and the front end of a suction pipe 7 that communicates with the suction hole 36 is connected to the rear part of the blade mouth 3. The rear end of the suction pipe 7 is led to the ground, and on the ground there is a vacuum suction source 9 consisting of a vacuum receiving tank 8 and a vacuum pump driven by an electric motor 37.
A water storage tank 14 and a water receiving tank 38 are provided, and the end of the suction pipe 7 and the vacuum suction pipe 39 of the vacuum suction source 9 are connected to the upper part of the vacuum receiving tank 8. An electromagnetic on-off valve 40 is provided, and an air intake port 41 is provided at the top of the vacuum receiving tank 8 for taking in air during dehydration. A filter 43 is attached to the upper part of the receiving tank 8 at a position facing the end of the vacuum suction pipe 39 and the air intake port 41 .
前記真空受入タンク8の下部の前部に設けられ
た円形の開口部に内側に細かい目の金網からなる
円筒状ストレーナ10を有する円筒状の排水室1
1の後端部が連設され、その排水室11の前端部
に連設された前端板付きの筒体44の下部にシユ
ート45が接続され、そのシユート45には、駆
動装置46により回転される放射状羽根付きロー
タ62と上部入口および下部出口を有するケーシ
ング63とからなるロータリ式バルブ47が設け
られ、そのバルブ47を有するシユート45と筒
体44とによりバルブ付き排土シユート12が構
成されている。 A cylindrical drainage chamber 1 having a circular opening provided at the lower front part of the vacuum receiving tank 8 and having a cylindrical strainer 10 made of fine wire mesh inside.
A chute 45 is connected to the lower part of a cylindrical body 44 with a front end plate which is connected to the front end of the drainage chamber 11 and which is connected to the rear end of the drain chamber 11 . A rotary valve 47 consisting of a rotor 62 with radial vanes and a casing 63 having an upper inlet and a lower outlet is provided, and the valved earth removal chute 12 is constituted by the chute 45 having the valve 47 and the cylindrical body 44. There is.
前記真空吸引管39に真空吸引源9と電磁開閉
弁40との間において分岐吸引管48の一端部が
接続され、その分岐吸引管48の他端部は貯水タ
ンク14の上部に側方から開口するように接続さ
れ、かつ分岐吸引管48には電磁開閉弁49が設
けられ、前記排水室11の下部には排水管50の
一端部が接続され、さらにその排水管50の他端
部は、前記貯水タンク14の上端部に、下向きに
開口するように接続され、また貯水タンク14の
下端の排水口には電磁開閉弁51および排水導管
52が接続されている。 One end of a branch suction pipe 48 is connected to the vacuum suction pipe 39 between the vacuum suction source 9 and the electromagnetic on-off valve 40, and the other end of the branch suction pipe 48 is opened from the side at the upper part of the water storage tank 14. The branch suction pipe 48 is provided with an electromagnetic on-off valve 49, one end of a drain pipe 50 is connected to the lower part of the drain chamber 11, and the other end of the drain pipe 50 is connected to It is connected to the upper end of the water storage tank 14 so as to open downward, and an electromagnetic on-off valve 51 and a drainage conduit 52 are connected to a drain port at the lower end of the water storage tank 14.
電動機からなる駆動装置53により回転される
スクリユウコンベヤ13は真空受入タンク8内の
下部および前記ストレーナ10の内部にわたつて
延長するように配置され、かつスクリユウコンベ
ヤ13は回転軸54とこれに固定された金属製螺
旋翼55とその螺旋翼55の外周側に当接されて
押え板56およびボルト57により固定されたゴ
ム製螺旋状掻き板58とにより構成されている。 A screw conveyor 13 rotated by a drive device 53 consisting of an electric motor is arranged so as to extend across the lower part of the vacuum receiving tank 8 and the inside of the strainer 10, and the screw conveyor 13 is connected to a rotating shaft 54. It is composed of a fixed metal spiral blade 55 and a rubber spiral scraper plate 58 that is in contact with the outer circumferential side of the spiral blade 55 and fixed with a presser plate 56 and bolts 57.
真空吸引源9の空気吐出管59は受水槽38の
高さ方向の中間部に接続され、その受水槽38の
上端部に空気放出管60が接続されると共に、受
水槽38の下端の排水口に開閉弁61が取付けら
れている。 The air discharge pipe 59 of the vacuum suction source 9 is connected to the middle part of the water tank 38 in the height direction, and the air discharge pipe 60 is connected to the upper end of the water tank 38. An on-off valve 61 is attached to the.
前記実施例の装置を使用して埋設管1を地中に
推進していく場合は、電磁開閉弁42,49を閉
じると共に電磁開閉弁40を開放し、かつカツタ
駆動装置5,真空吸引源9,コンプレツサ33等
を運転し、送り羽根付きカツタ6により掘削され
て掘削排土室2に侵入した土砂を、真空吸引力に
より吸引管7を経て真空受入タンク8内に搬送す
る。 When the underground pipe 1 is propelled underground using the device of the above embodiment, the electromagnetic on-off valves 42 and 49 are closed, the electromagnetic on-off valve 40 is opened, and the cutter drive device 5 and the vacuum suction source 9 are closed. , compressor 33, etc. are operated, and the earth and sand that has been excavated by the cutter 6 with feed blades and has entered the excavation and unloading chamber 2 is conveyed into the vacuum receiving tank 8 through the suction pipe 7 by the vacuum suction force.
次にスクリユウコンベヤ13およびロータリ式
バルブからなるバルブ47を回転すると、真空受
入タンク8内の土砂は、スクリユウコンベヤ13
により前進移送されてストレーナ10,筒体4
4,シユート45およびバルブ47を通つて積込
用コンベヤ等に供給される。 Next, when the screw conveyor 13 and the valve 47 consisting of a rotary valve are rotated, the earth and sand in the vacuum receiving tank 8 is transferred to the screw conveyor 13.
The strainer 10 and the cylinder 4 are transferred forward by the
4, is supplied to a loading conveyor or the like through a chute 45 and a valve 47.
湧水地盤あるいは滞水地盤中を推進する場合あ
るいは推進途中で湧水地盤あるいは滞水地盤に遭
遇した場合は、掘削排土室2に土砂および水が侵
入し、その土砂および水は真空吸引力により吸引
管7を経て真空受入タンク8内に搬送されるが、
真空受入タンク8内の水は、ストレーナ10を通
過したのち排水室11および排水管50を通つて
吸引されて貯水タンク14に貯溜される。なおこ
の場合、電磁開閉弁49を開放してもよい。 When propelling through spring ground or stagnant ground, or if spring water or stagnant ground is encountered during propulsion, earth and water will enter the excavation and removal chamber 2, and the earth and water will be absorbed by the vacuum suction force. is transported into the vacuum receiving tank 8 through the suction pipe 7,
After passing through the strainer 10, the water in the vacuum receiving tank 8 is sucked through the drain chamber 11 and the drain pipe 50 and stored in the water storage tank 14. In this case, the electromagnetic on-off valve 49 may be opened.
埋設管1の継ぎ足し作業を行なう場合は、スク
リユウコンベヤ13および真空吸引源9ならびに
バルブ47の運転を停止する。 When performing the work of adding the buried pipe 1, the operations of the screw conveyor 13, vacuum suction source 9, and valve 47 are stopped.
前述のように掘削推進を行ないながら、真空受
入タンク8からの排土を行なつてもよく、またス
クリユウコンベヤ13およびバルブ47の運転を
停止した状態で、掘削推進を行なつて掘削土砂を
真空受入タンク8内に貯溜し、その真空受入タン
ク8内の土砂量が一定以上になつたとき、スクリ
ユウコンベヤ13およびバルブ47を運転して真
空受入タンク8内の土砂を排出してもよい。真空
受入タンク8内に貯溜された土砂が多量の水分を
含んでいるときは、電磁開閉弁40を閉じると共
に電磁開閉弁42,49を開放した状態で、真空
吸引源9を運転することにより、真空受入タンク
8内の水を、ストレーナ10,排水室11および
排水管50を経て貯水タンク14内に吸引する。 As described above, the soil may be removed from the vacuum receiving tank 8 while the excavation is being carried out, or the excavation may be carried out with the screw conveyor 13 and the valve 47 stopped to remove the excavated soil. Sediment is stored in the vacuum receiving tank 8, and when the amount of sediment in the vacuum receiving tank 8 exceeds a certain level, the screw conveyor 13 and valve 47 may be operated to discharge the sediment in the vacuum receiving tank 8. . When the earth and sand stored in the vacuum receiving tank 8 contains a large amount of moisture, the vacuum suction source 9 is operated with the electromagnetic on-off valve 40 closed and the electromagnetic on-off valves 42 and 49 opened. Water in the vacuum receiving tank 8 is sucked into the water storage tank 14 through the strainer 10, the drain chamber 11, and the drain pipe 50.
前記実施例のように、スクリユウコンベヤ13
における螺旋翼55の外周側にゴム製螺旋状掻き
板58を取付けておけば、その掻き板58の回転
によりストレーナ10の内面を摺擦してストレー
ナ10の目詰まりを防止することができる。 As in the previous embodiment, the screw conveyor 13
If a rubber spiral scraper plate 58 is attached to the outer peripheral side of the spiral blade 55 in , the inner surface of the strainer 10 can be rubbed by the rotation of the scraper plate 58, thereby preventing clogging of the strainer 10.
この発明を実施する場合、シユート45に設け
るバルブ47としては、ロータリ式バルブに代え
てシリンダにより駆動されるナイフゲートを有す
るナイフゲートバルブを使用してもよい。 When carrying out this invention, a knife gate valve having a knife gate driven by a cylinder may be used instead of the rotary valve as the valve 47 provided in the chute 45.
この発明によれば、湧水地盤あるいは滞水地盤
等において真空吸引排土式埋設管推進を行なう場
合、掘削排土室2内に侵入した土砂および水を、
吸引管7により真空受入タンク8内に吸引搬送
し、真空受入タンク8の水を、真空吸引力により
ストレーナ10および排水室11を経て貯水タン
ク14内に貯溜し、真空受入タンク8内の土砂を
スクリユウコンベヤ13により移送してバルブ付
き排土シユート12から排出するので、水を除去
した土砂として排出して、掘削土の運搬廃棄等の
処理を容易に行なうことができ、かつ土砂はスク
リユウコンベヤ13によりストレーナ内を圧送さ
れるので、土砂がストレーナ10内を通過すると
き有効に脱水を行なうことができる等の効果が得
られる。
According to this invention, when carrying out vacuum suction earth removal type buried pipe propulsion in spring water ground or stagnant ground, etc., the earth and sand and water that have entered the excavation earth removal chamber 2 are removed.
The water in the vacuum receiving tank 8 is suctioned and conveyed through the suction pipe 7, and the water in the vacuum receiving tank 8 is stored in the water storage tank 14 through the strainer 10 and the drainage chamber 11 by the vacuum suction force, and the earth and sand in the vacuum receiving tank 8 is Since the soil is transferred by the screw conveyor 13 and discharged from the soil discharge chute 12 with a valve, the soil can be discharged as soil from which water has been removed, and the excavated soil can be easily transported and disposed of. Since the earth and sand are forced to be fed through the strainer by the conveyor 13, effects such as effective dewatering can be obtained when the earth and sand passes through the strainer 10.
図面はこの発明の一実施例を示すものであつ
て、第1図は真空吸引排土式埋設管推進装置にお
ける土砂水分離装置を示す概略縦断側面図、第2
図は第1図における土砂水分離装置を拡大して示
す縦断側面図、第3図は脱水部の拡大縦断正面
図、第4図は真空吸引排土式埋設管推進装置の前
部を示す縦断側面図、第5図は第4図の一部を拡
大して示す縦断側面図、第6図は第5図のA−A
線断面図、第7図は第5図に示す部分を左側から
見た正面図、第8図は埋設管の連結部を示す縦断
側面図、第9図は第2図のB−B線断面図であ
る。
図において、1は埋設管、2は掘削排土室、3
は刃口、4は圧縮空気供給用送気口、5はカツタ
駆動装置、6は送り羽根付きカツタ、7は吸引
管、8は真空受入タンク、9は真空吸引源、10
はストレーナ、11は排水室、12はバルブ付き
排土シユート、13はスクリユウコンベヤ、14
は貯水タンク、24は排土用開口部、26は送り
羽根、29は送気管、33はコンプレツサ、34
は圧力調整弁、35は空気圧力検出器、36は吸
引孔、39は真空吸引管、40は電磁開閉弁、4
1は空気取入口、42は電磁開閉弁、43はフイ
ルタ、45はシユート、47はバルブ、55は金
属製螺旋翼、58はゴム製螺旋状掻き板である。
The drawings show an embodiment of the present invention, in which FIG. 1 is a schematic longitudinal side view showing a soil and water separation device in a vacuum suction earth removal type buried pipe propulsion device, and FIG.
The figure is an enlarged longitudinal side view of the sediment water separation device in Fig. 1, Fig. 3 is an enlarged longitudinal sectional front view of the dewatering section, and Fig. 4 is a longitudinal cross-section showing the front part of the vacuum suction earth removal type buried pipe propulsion device. A side view, FIG. 5 is a vertical cross-sectional side view showing an enlarged part of FIG. 4, and FIG. 6 is an A-A in FIG. 5.
7 is a front view of the part shown in FIG. 5 seen from the left side, FIG. 8 is a vertical side view showing the connecting part of the buried pipe, and FIG. 9 is a sectional view taken along line B-B in FIG. 2. It is a diagram. In the figure, 1 is a buried pipe, 2 is an excavation and removal room, and 3
is a blade opening, 4 is an air inlet for supplying compressed air, 5 is a cutter drive device, 6 is a cutter with a feed blade, 7 is a suction pipe, 8 is a vacuum receiving tank, 9 is a vacuum suction source, 10
is a strainer, 11 is a drainage chamber, 12 is a soil discharge chute with a valve, 13 is a screw conveyor, 14
24 is a water storage tank, 24 is an opening for draining soil, 26 is a feed blade, 29 is an air pipe, 33 is a compressor, 34
is a pressure regulating valve, 35 is an air pressure detector, 36 is a suction hole, 39 is a vacuum suction pipe, 40 is an electromagnetic on-off valve, 4
1 is an air intake port, 42 is an electromagnetic on-off valve, 43 is a filter, 45 is a chute, 47 is a valve, 55 is a metal spiral blade, and 58 is a rubber spiral scraper plate.
Claims (1)
に向かつて開放された掘削排土室2を有する刃口
3が嵌設され、その掘削排土室2には圧縮空気供
給用送気口4が設けられ、かつその掘削排土室2
内にカツタ駆動装置5により回転される送り羽根
付きカツタ6が設けられ、真空吸引源に接続され
た吸引管7が前記掘削排土室2の後方下部に接続
されている真空吸引排土式埋設管推進装置におい
て、地上に設置された真空受入タンク8の上部に
前記吸引管7および真空吸引源9が接続され、真
空受入タンク8の下部の前部に設けられた開口部
には、内側にストレーナ10を設けた排水室11
とバルブ付き排土シユート12とが順次連設さ
れ、駆動装置により回転されるスクリユウコンベ
ヤ13は真空受入タンク8内の下部および前記ス
トレーナ10の内部にわたつて延長するように配
置され、前記吸引管7と真空吸引源9とは貯水タ
ンク14の上部に接続されていることを特徴とす
る真空吸引排土式埋設管推進装置における土砂水
分離装置。1 A cutter opening 3 having an excavation and removal chamber 2 that is open toward the front is fitted into the front end of the buried pipe 1 that is propelled underground, and the excavation and removal chamber 2 is equipped with a compressed air supply pipe. An excavation and removal chamber 2 provided with an air vent 4
Vacuum suction soil removal type burial in which a cutter 6 with a feeding blade is provided which is rotated by a cutter drive device 5, and a suction pipe 7 connected to a vacuum suction source is connected to the rear lower part of the excavation and soil removal chamber 2. In the tube propulsion device, the suction pipe 7 and the vacuum suction source 9 are connected to the upper part of the vacuum receiving tank 8 installed on the ground, and the opening provided in the front part of the lower part of the vacuum receiving tank 8 has an inner Drainage chamber 11 equipped with strainer 10
A screw conveyor 13, in which a screw conveyor 13, which is rotated by a drive device, is arranged so as to extend across the lower part of the vacuum receiving tank 8 and the inside of the strainer 10, and is connected to the soil removal chute 12 with a valve. The earth and sand water separator in the vacuum suction earth removal type buried pipe propulsion device is characterized in that the pipe 7 and the vacuum suction source 9 are connected to the upper part of the water storage tank 14.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60127162A JPS61286496A (en) | 1985-06-13 | 1985-06-13 | Earth and sand water separator in vacuum suction earth-removing type buried-pipe propulsion device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60127162A JPS61286496A (en) | 1985-06-13 | 1985-06-13 | Earth and sand water separator in vacuum suction earth-removing type buried-pipe propulsion device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61286496A JPS61286496A (en) | 1986-12-17 |
| JPH0344637B2 true JPH0344637B2 (en) | 1991-07-08 |
Family
ID=14953176
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP60127162A Granted JPS61286496A (en) | 1985-06-13 | 1985-06-13 | Earth and sand water separator in vacuum suction earth-removing type buried-pipe propulsion device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61286496A (en) |
-
1985
- 1985-06-13 JP JP60127162A patent/JPS61286496A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61286496A (en) | 1986-12-17 |
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