JPS5822632B2 - Face water pressure control method and device for shield excavator - Google Patents
Face water pressure control method and device for shield excavatorInfo
- Publication number
- JPS5822632B2 JPS5822632B2 JP52098980A JP9898077A JPS5822632B2 JP S5822632 B2 JPS5822632 B2 JP S5822632B2 JP 52098980 A JP52098980 A JP 52098980A JP 9898077 A JP9898077 A JP 9898077A JP S5822632 B2 JPS5822632 B2 JP S5822632B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- water pressure
- flow rate
- pipe
- valve
- 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
【発明の詳細な説明】
本発明は泥水式シールド掘削機の切羽水圧制御方法及び
装置とに関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a face water pressure control method and apparatus for a muddy shield excavator.
従来、掘削機の切羽水圧の制御装置は切羽水圧の変動に
応じて送水管の掘削機内における弁を手動又は自動的に
開閉制御するか、又は地上の送水ポンプの回転を制御し
ていたが、何れも掘削開始、掘削終了時の切羽水圧の変
動および追従性の問題が生じて精密な制御を不可能にし
ていた。Conventionally, excavator face water pressure control devices manually or automatically control the opening and closing of water pipe valves in the excavator, or control the rotation of ground water pumps, in response to fluctuations in face water pressure. In either case, there were problems with fluctuating face water pressure at the start and end of excavation and followability problems, making precise control impossible.
本発明の制御方法は送水管の流量計が示す流量値を流量
指示調節計に伝え、流量指示調節計の設定流量と流量計
の流量測定値との偏差による信号を送水管上端の送水量
制御器と掘削機内の送水管の送水弁とに伝え、更に切羽
水圧伝送器の水圧値を水圧指示調節計に伝え、水圧指示
調節計の設定水圧と切羽水圧との偏差の信号は排泥管の
排泥弁と1丁変速ポンプに伝え、切羽水圧の変動を排泥
管の可変速ポンプと送水管の送水弁および制御器とに連
絡して短時間に設定水圧に安定化させるにあり。The control method of the present invention transmits the flow rate value indicated by the flow meter of the water pipe to the flow rate indicating controller, and controls the amount of water conveyed at the upper end of the water pipe using a signal based on the deviation between the set flow rate of the flow rate indicating controller and the flow rate measurement value of the flow meter. and the water supply valve of the water supply pipe inside the excavator, and further transmits the water pressure value of the face water pressure transmitter to the water pressure indicating controller, and the signal of the deviation between the set water pressure of the water pressure indicating controller and the water pressure of the face is sent to the water pressure of the sludge pipe. The purpose of this system is to transmit fluctuations in water pressure at the face to the sludge valve and one variable speed pump, and to the variable speed pump in the sludge pipe, the water valve and controller in the water pipe to stabilize the water pressure at the set level in a short period of time.
本発明の制御装置は前記した掘削中の切羽水圧の制御に
加えて、バイパス運転のだめのスイッチを設け、更に送
水弁の後方のバイパス管近くの送水管に水圧伝送器を設
けて水圧指示調節計に接続させ、かつ排泥管の流量計も
流量指示調節計に接続させ、切羽水圧の変動を掘削中ば
かりでなく、バイパス運転中にも急速に安定させると共
に安全なバイパス運転を可能になしたものである。In addition to controlling the water pressure at the face during excavation as described above, the control device of the present invention is equipped with a switch for turning off bypass operation, and is further provided with a water pressure transmitter in the water supply pipe near the bypass pipe behind the water supply valve, and a water pressure indicating controller. By connecting the flowmeter of the sludge pipe to the flow rate indicator controller, fluctuations in face water pressure can be rapidly stabilized not only during excavation, but also during bypass operation, and safe bypass operation has been made possible. It is something.
本発明の切羽水圧制御方法の一実施例を第1図に示した
装置により説明するに、カッタヘッド2を備えだシール
ド本体1の隔壁3により仕切られた水圧室4に送水管5
と排泥管6とを開口させる1送水管5は隔壁3に接近し
て送水弁Tと地上の送水制御器、例えば調節弁及び定速
ポンプ又は可変速ポンプ8と流量計9とを設け、排泥管
6は排泥弁10と排泥用の可変速ポンプ11と流量計1
2とを設け、送水管5と排泥管6とは夫々地上の貯槽1
3に連絡する。An embodiment of the face water pressure control method of the present invention will be explained using the apparatus shown in FIG.
A water pipe 5 for opening the sludge drain pipe 6 is provided with a water supply valve T and an above-ground water supply controller such as a control valve, a constant speed pump or a variable speed pump 8, and a flow meter 9 close to the bulkhead 3, The sludge pipe 6 includes a sludge valve 10, a variable speed pump 11 for sludge removal, and a flow meter 1.
2, and the water pipe 5 and the sludge pipe 6 are respectively connected to the above-ground storage tank 1.
Contact 3.
隔壁3を設けた水圧室4内の水圧を測定し伝送する水圧
伝送器14は切羽の水圧指示調節計15に接続させ、水
圧指示調節計15は設定水圧と水圧伝送器14からの圧
力との偏差を電線16を介して接続した可変速ポンプ1
1に伝える。The water pressure transmitter 14 that measures and transmits the water pressure in the water pressure chamber 4 provided with the partition wall 3 is connected to the water pressure indicating controller 15 at the face, and the water pressure indicating controller 15 is used to adjust the set water pressure and the pressure from the water pressure transmitter 14. Variable speed pump 1 with deviation connected via electric wire 16
Tell 1.
更に流量計9の流量値は電線11を介して接続した流量
指示調節計18に伝えられ、流量指示調節計18は設定
流量値と流量計9の測定値。Further, the flow rate value of the flow meter 9 is transmitted to a flow rate indicating controller 18 connected via an electric wire 11, and the flow rate indicating controller 18 receives the set flow rate value and the measured value of the flow meter 9.
の偏差を送水弁1と送水制御器8とに伝送して送水管5
内の流量を制御する。The deviation is transmitted to the water supply valve 1 and the water supply controller 8, and the water supply pipe 5
Control the flow rate within.
19はバイパス管、20はセグメントである。19 is a bypass pipe, and 20 is a segment.
前記装置において掘削機で掘削した時に、切羽水圧が若
し上昇すれば、水圧伝送器14と水圧指・示調節計15
とを経て可変速ポンプ11の回転を増加させ、切羽水圧
を正常圧力に急降下させる。When excavating with an excavator in the device, if the water pressure at the face increases, the water pressure transmitter 14 and the water pressure indicator/indication controller 15 are activated.
The rotation of the variable speed pump 11 is increased through these steps, and the face water pressure is suddenly reduced to normal pressure.
切羽水圧の上昇が一度発生すると、送水管の送水流量が
急減少する力ζ流量計9と流量指示調節計18の信号で
送水弁1と可変速ポンプ8とにより送水量を設定流量ま
で増加させると、可変速ポンプ11の回転増加による切
羽圧力の急降下を防止できる。Once the water pressure at the face increases, the flow rate of water in the water pipe suddenly decreases. The flow rate is increased to the set flow rate by the water valve 1 and the variable speed pump 8 based on the signals from the flowmeter 9 and the flow rate indicator controller 18. This makes it possible to prevent a sudden drop in the face pressure due to an increase in the rotation of the variable speed pump 11.
若し掘削中に切羽水圧が降下すれば、可変速ポンプ11
は回転を減少して対応すると共に圧力降下による送水流
量の増加に対し送水弁と可変速ポンプは送水流量を設定
流量にまで戻すように作用し、可変速ポンプ11の回転
減少による切羽水圧の急上昇を防止できる。If the face water pressure drops during excavation, the variable speed pump 11
In response to the increase in the water supply flow rate due to the pressure drop, the water supply valve and the variable speed pump act to return the water supply flow rate to the set flow rate, and the water pressure at the face increases rapidly due to the decrease in the rotation of the variable speed pump 11. can be prevented.
水圧指示調節計12・の信号は可変速ポンプ11だけで
なく排泥弁10にも送られ、切羽水圧の制御時には排泥
弁10も開閉する。The signal from the water pressure indicator controller 12 is sent not only to the variable speed pump 11 but also to the sludge valve 10, and the sludge valve 10 is also opened and closed when the face water pressure is controlled.
尚、可変速ポンプ8の制御器(図示ぜず)と後述する制
御弁22とは均等の作用を有す。Note that the controller (not shown) of the variable speed pump 8 and the control valve 22, which will be described later, have the same function.
本発明の切羽水圧制御装置は掘削機が掘削作業中と掘削
休止中とに対応できるようになしてあって、第2図(第
1図と同一部分は同じ記号を附す)につき説明するに、
地上の送水ポンプ21は定速回転となし、ポンプ21に
連結した送水管5に制御弁22を備えた分岐管23を設
け、流量指示調節計18の信号は送水弁1と制御弁22
とに伝達して送水流量を制御可能にしたもので、送水弁
1は切羽に近く設けられ、制御弁22は地上のポンプ2
1に近接して設けられ、送水流量を2段式に調節できる
。The face water pressure control device of the present invention is designed to be compatible with the excavator during excavation work and during the suspension of excavation. ,
The water pump 21 on the ground rotates at a constant speed, and the water pipe 5 connected to the pump 21 is provided with a branch pipe 23 equipped with a control valve 22.
The water supply valve 1 is installed near the face, and the control valve 22 is connected to the pump 2 on the ground.
1, and the water flow rate can be adjusted in two stages.
送水弁γの後方のバイパス管19に近い送水管5に水圧
伝送器24を設け、水圧指示調節計15はスイッチS1
と82を介して夫々水圧伝送器14と24に接続され、
掘削中はスイッチSlを閉ざし、バイパス運転中はスイ
ッチS2を閉ざす。A water pressure transmitter 24 is provided in the water supply pipe 5 near the bypass pipe 19 behind the water supply valve γ, and the water pressure indicating controller 15 is connected to the switch S1.
and 82 to the hydraulic transmitters 14 and 24, respectively;
Switch Sl is closed during excavation, and switch S2 is closed during bypass operation.
流量指示調節計18の入力側はスイッチS3と84とを
介して夫々送水管の流量計9と排泥管の流量計12とに
接続させ、掘削中はスイッチS3を閉ざし、バイパス運
転中はスイッチs4を閉ざす。The input side of the flow rate indicator controller 18 is connected to the water pipe flow meter 9 and the mud removal pipe flow meter 12 via switches S3 and 84, respectively, and the switch S3 is closed during excavation and the switch is closed during bypass operation. Close s4.
S3は流量指示調節18と送水弁Tとを接続する電線上
のスイッチで掘削中に通電使用する。S3 is a switch on the electric wire that connects the flow rate indicator adjustment 18 and the water supply valve T, and is used to energize during excavation.
この制御装置は掘削中に第1図の状態で制御するム掘削
開始、掘削終了時に行なうバイパス運転中に送水弁γを
少し開けて切羽水圧を保持しながらバイパス弁25を開
き、可変速ポンプ11は送水管の水圧伝送管24と圧力
指示調節計15とにより制御され、バイパス管19の流
量は流量計12と流量指示調節計18とにより制御弁2
2を制御して行なう。This control device is controlled in the state shown in Fig. 1 during excavation.During the bypass operation performed at the start and end of excavation, the water supply valve γ is slightly opened to maintain the water pressure at the face, and the bypass valve 25 is opened, and the variable speed pump 11 is opened. is controlled by the water pressure transmission pipe 24 of the water pipe and the pressure indicating regulator 15, and the flow rate of the bypass pipe 19 is controlled by the flow meter 12 and the flow rate indicating regulator 18, which controls the control valve 2.
2 is controlled.
以上の如く本発明の制御方法によれば、従来のように地
上に設置した送水ポンプによってではなく、シールド掘
削機の隔壁近くの排泥弁と排泥ポンプとによって切羽水
圧室の圧力を制御するから、制御1が大きいうえ、切羽
水圧室の圧力と設定圧力との間に偏差が生じた場合、偏
差の大小にかかわらず即座に切羽水圧を設定圧力に復元
させることができて応答性が良く、すなわち切羽水圧室
の圧力検出から該室の圧力制御までのタイムラグを、掘
削機が連続して数百ないし数千メートル掘削する場合で
も極めて少く抑えることができて精度のよいTJIsが
可能となり、しかも前記圧力制御の際に発生する切羽水
圧の急降下又は急上昇を、流量計と流量指示調節計を介
して送水弁と送水ポンプに伝え、この弁とポンプにより
送水流量を設定流量にまで戻して確実に防止することが
できる。As described above, according to the control method of the present invention, the pressure in the face hydraulic chamber is controlled not by the water pump installed on the ground as in the past, but by the mud removal valve and mud removal pump near the bulkhead of the shield excavator. Therefore, control 1 is large, and if a deviation occurs between the pressure in the face water pressure chamber and the set pressure, the face water pressure can be immediately restored to the set pressure regardless of the size of the deviation, resulting in good responsiveness. In other words, the time lag from pressure detection in the face hydraulic chamber to pressure control in the chamber can be extremely minimized even when the excavator continuously excavates hundreds to thousands of meters, making highly accurate TJIs possible. Furthermore, the sudden drop or sudden drop in water pressure at the face that occurs during the pressure control is transmitted to the water supply valve and water supply pump via the flowmeter and flow rate indicator controller, and the valve and pump ensure that the water supply flow rate is returned to the set flow rate. can be prevented.
また本発明の制御装置によれば、掘削開始、掘削終了時
に切羽水圧室の圧力をバイパス運転によって安定させる
ことが可能となり、したがって掘削中ばかりでなく、前
記時点で切羽水圧の変動等が起こるのを確実に防止する
ことができ、精度のよい、しかも安全性の高い制御がで
きるなどの優れた効果を有するものである。Furthermore, according to the control device of the present invention, it is possible to stabilize the pressure in the face water pressure chamber by bypass operation at the start and end of excavation, and therefore, fluctuations in the face water pressure can be prevented not only during excavation but also at the aforementioned times. This method has excellent effects such as being able to reliably prevent the above, and to provide highly accurate and highly safe control.
第1図は本発明方法を実施するだめの掘削機の断面図、
第2図は掘削機の制御機構の配置図である。
1・・・掘削機本体、3・・・隔壁、5・・・送水管、
6・・・排泥管、γ・・・送水弁、8,21・・・送水
ポンプ、10・・・排泥弁、11・・・排泥ポンプ、9
,12・・・流量計、14.24・・・水圧伝送器、1
5・・・水圧指示調節計、18・・・流量指示調節計、
19・・・バイパス管、22・・・制御弁。FIG. 1 is a sectional view of an excavator for carrying out the method of the present invention;
FIG. 2 is a layout diagram of the control mechanism of the excavator. 1... Excavator body, 3... Bulkhead, 5... Water pipe,
6... Sludge drain pipe, γ... Water supply valve, 8, 21... Water supply pump, 10... Sludge drain valve, 11... Sludge pump, 9
, 12...Flowmeter, 14.24...Water pressure transmitter, 1
5...Water pressure indicating controller, 18...Flow rate indicating controller,
19... Bypass pipe, 22... Control valve.
Claims (1)
水圧伝送器で検出し、この検出信号を水圧指示調節計に
伝え、この調節計により設定圧力と前記水圧伝送器の示
す圧力との偏差を前記隔壁の近くの排泥管に設けた排泥
弁と排泥ポンプとに伝7(で、この偏差に応じて排泥流
量を増減するとともに、送水管に設けた流量計で流量を
検出ム この検出信号を流量指示調節計に伝え、この調
節計により設定流量と前記流量計の示す流量との偏差を
前記隔壁の近くの送水管に設けた送水弁と、掘削坑外に
設置された貯槽に近接する送水管に設けた送水ポンプと
に伝えて、この偏差に応じて送水流量を増減することを
特徴とするシールド掘削機の切羽水圧制御方法。 2 シールド掘削機の隔壁の近くに設けた送水弁と第1
流量計とを具えた送水管と、排泥弁と第2流量計とを具
えた排泥管と、との排泥管の排泥弁と第2流量計との間
と前記送水管の送水弁と第1流量計との間を連結するバ
イパス弁を具えたバイパス管と、このバイパス管の近く
の送水管を設けた第1水圧伝送器と、前記隔壁に設けら
れ切羽水圧室の圧力を検出する第2水圧伝送器と、前記
隔壁の近くの排泥管に設けた排泥ポンプと、掘刷坑外に
設置された貯槽に近接する送水管に設けた送水ポンプ用
制御弁とを具え、前記第1水圧伝送器と第2水圧伝送器
とをそれぞれ水圧指示調節計に切替可能に接続するとと
もに、この調節計を前記排泥ポンプに接続し、前記第1
流量計と第2流量計とをそれぞれ流量指示調節計に切替
可能に接続するとともに、この調節計を前記送水弁及び
前記制御弁に接続し、前記水圧指示調節計は前記第1水
圧伝送器又は第2水圧伝送器によって検出される圧力信
号を受け、この圧力と設定圧力との偏差を輔己排泥ポン
プに伝えてこの偏差に応じて排泥流量を増減し、前記流
量指示調節計は第1流量計又は第2流量計によって検出
される流量信号を受け、この流量と設定流量との偏差を
前記送水弁と制御弁に伝えてこの偏差に応じて送水流量
を増減するように構成されていることを特徴とするシー
ルド掘削機の切羽水圧制御装置。[Scope of Claims] 1. The pressure in the face water pressure chamber is detected by a water pressure transmitter installed on the bulkhead of the shield excavator, and this detection signal is transmitted to a water pressure indicating controller, and this controller reads the set pressure and the water pressure transmitter. The deviation from the pressure indicated by The flow meter detects the flow rate. This detection signal is transmitted to the flow rate indicating controller, and this controller detects the deviation between the set flow rate and the flow rate indicated by the flow meter. A face water pressure control method for a shield excavator, characterized in that the flow rate of water is increased or decreased according to the deviation by transmitting the information to a water pump installed in a water pipe adjacent to a storage tank installed outside the mine. 2. A shield excavator face water pressure control method. The water supply valve installed near the bulkhead and the
a water supply pipe having a flow meter; a mud discharge pipe having a mud discharge valve and a second flow meter; and a water supply pipe between the mud discharge valve and the second flow meter of the mud discharge pipe and the water supply pipe. a bypass pipe equipped with a bypass valve connecting the valve and the first flowmeter; a first water pressure transmitter provided with a water supply pipe near the bypass pipe; A second water pressure transmitter for detection, a sludge pump provided on a sludge pipe near the bulkhead, and a water pump control valve provided on a water pipe near a storage tank installed outside the excavation pit. , the first water pressure transmitter and the second water pressure transmitter are each switchably connected to a water pressure indicating controller, the controller is connected to the sludge pump, and the first water pressure transmitter is
A flow meter and a second flow meter are each switchably connected to a flow rate indicating controller, and this controller is connected to the water supply valve and the control valve, and the water pressure indicating regulator is connected to the first water pressure transmitter or Upon receiving the pressure signal detected by the second water pressure transmitter, the deviation between this pressure and the set pressure is transmitted to the self-sludge removal pump, and the sludge removal flow rate is increased or decreased according to this deviation. The system is configured to receive a flow rate signal detected by a first flow meter or a second flow meter, transmit a deviation between this flow rate and a set flow rate to the water supply valve and the control valve, and increase or decrease the water supply flow rate according to this deviation. A face water pressure control device for a shield excavator.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP52098980A JPS5822632B2 (en) | 1977-08-18 | 1977-08-18 | Face water pressure control method and device for shield excavator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP52098980A JPS5822632B2 (en) | 1977-08-18 | 1977-08-18 | Face water pressure control method and device for shield excavator |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5433338A JPS5433338A (en) | 1979-03-12 |
| JPS5822632B2 true JPS5822632B2 (en) | 1983-05-10 |
Family
ID=14234153
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP52098980A Expired JPS5822632B2 (en) | 1977-08-18 | 1977-08-18 | Face water pressure control method and device for shield excavator |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5822632B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6266670U (en) * | 1985-10-16 | 1987-04-25 |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH035686Y2 (en) * | 1985-10-30 | 1991-02-14 | ||
| JPS6297314U (en) * | 1985-12-10 | 1987-06-20 |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5129342B2 (en) * | 1971-08-27 | 1976-08-25 | ||
| JPS5090114A (en) * | 1973-12-13 | 1975-07-19 |
-
1977
- 1977-08-18 JP JP52098980A patent/JPS5822632B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6266670U (en) * | 1985-10-16 | 1987-04-25 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5433338A (en) | 1979-03-12 |
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