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JPS6056873B2 - Tuning machine face water pressure control device - Google Patents
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JPS6056873B2 - Tuning machine face water pressure control device - Google Patents

Tuning machine face water pressure control device

Info

Publication number
JPS6056873B2
JPS6056873B2 JP51114887A JP11488776A JPS6056873B2 JP S6056873 B2 JPS6056873 B2 JP S6056873B2 JP 51114887 A JP51114887 A JP 51114887A JP 11488776 A JP11488776 A JP 11488776A JP S6056873 B2 JPS6056873 B2 JP S6056873B2
Authority
JP
Japan
Prior art keywords
water
pressure
pipe
buffer tank
water pressure
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
JP51114887A
Other languages
Japanese (ja)
Other versions
JPS5341027A (en
Inventor
義明 内田
昭 中屋
邦隆 斉藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tekken Corp
Original Assignee
Tekken Corp
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 by Tekken Corp filed Critical Tekken Corp
Priority to JP51114887A priority Critical patent/JPS6056873B2/en
Publication of JPS5341027A publication Critical patent/JPS5341027A/en
Publication of JPS6056873B2 publication Critical patent/JPS6056873B2/en
Expired legal-status Critical Current

Links

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】 この発明は掘進機の切羽水圧の制御装置に関する。[Detailed description of the invention] The present invention relates to a control device for water pressure at a face of an excavator.

従来切羽水圧の保持は手動弁操作による送水制御又は送
水ポンプの回転制御によつて行なわれていたが、前者は
人手を必要とし、後者は送水のタイムラグを生ずる欠点
があつた。
Conventionally, the water pressure at the face has been maintained by controlling the water supply by manual valve operation or by controlling the rotation of the water supply pump, but the former method requires manual labor, and the latter has the disadvantage of causing a time lag in water supply.

この発明は上記のような従来のもののもつ欠点を排除し
、タイムラグを生ずることなく切羽水圧の制御を行うこ
とができる装置を提供することを目的とする。
It is an object of the present invention to eliminate the drawbacks of the conventional devices as described above and to provide a device that can control face water pressure without causing a time lag.

上記のような目的を達成するためのこの発明は、水圧室
に水を供給する送水管と、前記水圧室前方の切羽部で掘
削した土砂を前記水とともに前記水圧室から外部へ排出
する排泥管とを備えてなる掘進機において(a)送水管
に配置され且つ排水管と給気管と排気管とを有する緩衝
槽と(b)前記緩衝槽に配置された水位検知器と(c)
前記水位検知器の検知結果に応じて前記排水管の調節弁
を開閉し前記緩衝槽の水位を調節する水位調節計と(d
)前記緩衝槽と水圧室との間の送水管に配置された送水
圧伝送器と(e)前記送水圧伝送器の検知結果と設定圧
力とに応じて前記給気管の調節弁と排気管の調節弁とを
開閉して前記緩衝槽から送出される水の圧力を調節する
空気圧調節計とを備えてなることを特徴とする掘進機の
切羽水圧の制御装置にある。
To achieve the above objects, the present invention includes a water pipe that supplies water to a hydraulic chamber, and a drainage pipe that discharges earth and sand excavated at a face in front of the hydraulic chamber to the outside from the hydraulic chamber together with the water. (a) a buffer tank disposed in the water pipe and having a drain pipe, an air supply pipe, and an exhaust pipe; (b) a water level detector disposed in the buffer tank; and (c)
a water level controller that opens and closes a control valve of the drain pipe to adjust the water level of the buffer tank according to a detection result of the water level detector;
) a water supply pressure transmitter disposed in the water supply pipe between the buffer tank and the water pressure chamber; and (e) a water supply pressure transmitter disposed in the water supply pipe between the buffer tank and the water pressure chamber; An apparatus for controlling water pressure at a face of an excavator, characterized by comprising an air pressure regulator that opens and closes a control valve to adjust the pressure of water sent out from the buffer tank.

以下図面に示す一実施例について説明する。An embodiment shown in the drawings will be described below.

シールド掘進機1の前端部には隔壁2によつて水圧室3
が形成され、この水圧室3に送水ポンプP1を備えた送
水管4および排泥ポンプP2を備えた排泥管5の各一端
が開口し、管4,5の各他端は地上に設置された図示し
ない貯水槽に開口している。送水管4には密閉された緩
衝槽7が設けられ、送水管4を流れる水はこの緩衝槽7
を通過し、この緩衝槽7の上部には調節弁15を備えた
給気管8および調節弁16を備えた排気管9が設けられ
、下部には調節弁20を備えた排水管18が設けられて
いる。
A water pressure chamber 3 is provided at the front end of the shield tunneling machine 1 by a bulkhead 2.
is formed, one end of each of a water pipe 4 equipped with a water supply pump P1 and a sludge drainage pipe 5 equipped with a sludge pump P2 are opened in this water pressure chamber 3, and the other ends of each of the pipes 4 and 5 are installed on the ground. It opens into a water storage tank (not shown). The water pipe 4 is provided with a sealed buffer tank 7, and the water flowing through the water pipe 4 flows through this buffer tank 7.
An air supply pipe 8 with a control valve 15 and an exhaust pipe 9 with a control valve 16 are provided in the upper part of the buffer tank 7, and a drain pipe 18 with a control valve 20 is provided in the lower part. ing.

水圧室3と緩衝槽7との間の送水管4には送水圧力を検
知して圧力信号を出力する送水圧伝送器27が設けられ
、この送水圧伝送器27は空気圧調節計30に信号ライ
ンにより接続され、この空気圧調節計30は調節弁15
,16に信号ラインにより接続されている。空気圧調節
計30は所定の圧力値が設定され、送水圧伝送器27か
らの圧力信号が入力されると、この圧力信号と設定圧力
とを比較し、両者に偏差かあれは信号を出力し、この出
力信号は調節弁15,16に入力され、それにより調節
弁15,16を開閉して緩衝槽7内の空気圧すなわち水
圧を調節するようになつている。緩衝槽7にはその内部
の水位を検知して信号を出力する水位検知器17が設け
られ、この水位検.知器17は水位調節計19に信号ラ
インにより接続され、この水位調節計19は信号ライン
により調節弁20および送水ポンプP1に接続されてい
る。
The water supply pipe 4 between the water pressure chamber 3 and the buffer tank 7 is provided with a water supply pressure transmitter 27 that detects the water supply pressure and outputs a pressure signal. This air pressure regulator 30 is connected to the control valve 15.
, 16 by signal lines. When the air pressure regulator 30 is set to a predetermined pressure value and receives a pressure signal from the water pressure transmitter 27, it compares this pressure signal with the set pressure and outputs a signal if there is a deviation between the two. This output signal is input to the control valves 15 and 16, which open and close the control valves 15 and 16 to adjust the air pressure, that is, the water pressure in the buffer tank 7. The buffer tank 7 is provided with a water level detector 17 that detects the water level inside the tank and outputs a signal. The detector 17 is connected to a water level controller 19 by a signal line, and this water level controller 19 is connected to a control valve 20 and a water pump P1 by a signal line.

水位調節計19は水位検知器17からの信号が入力され
ると、信号を出力し、この出力信号は、調節弁20又は
送水ポンプP1に入力され、緩衝槽7内の水位を調節す
るようになつている。26は送水管4と排泥管5とを結
ぶバイパス管であつて弁29が設けられている。
When the water level regulator 19 receives the signal from the water level detector 17, it outputs a signal, and this output signal is input to the control valve 20 or the water pump P1 to adjust the water level in the buffer tank 7. It's summery. A bypass pipe 26 connects the water pipe 4 and the mud removal pipe 5, and is provided with a valve 29.

次に上記のものの作用を説明する。Next, the operation of the above will be explained.

切羽水圧が上昇すると、それに伴つて送水管4内の送水
圧が上昇する。
When the face water pressure increases, the water supply pressure within the water pipe 4 increases accordingly.

送水圧伝送器27がそれを検知すると、その信号が空気
圧調節計30に入力され、空気圧調節計30は入力信号
と設定圧力との間に偏差があれば、信号を調節弁16に
送り、該弁16が開放して排気がなされ、緩衝槽7の内
部の空気圧が減少する。すなわち緩衝槽7内の水圧が減
少して、送水管4の送水圧が所定の圧力まで低下する。
また同時に切羽水圧が上昇すると、それに伴つて緩衝槽
7の水位が上昇する。
When the water pressure transmitter 27 detects this, the signal is input to the pneumatic pressure regulator 30, and if there is a deviation between the input signal and the set pressure, the pneumatic pressure regulator 30 sends a signal to the control valve 16 to adjust the corresponding pressure. The valve 16 is opened to exhaust air, and the air pressure inside the buffer tank 7 is reduced. That is, the water pressure in the buffer tank 7 decreases, and the water pressure in the water pipe 4 decreases to a predetermined pressure.
At the same time, when the face water pressure increases, the water level in the buffer tank 7 increases accordingly.

水位検知器17はその水位を検知して、信号を水位調節
計19に送り、水位調節計19は排水管18の調節弁2
0にノ信号を送つて該弁20を開放し、緩衝槽7の水位
を所定の水位まで下降させる。このように切羽水圧が上
昇した場合には、緩衝槽7内の空気を排気しつつ、該緩
衝槽7内の水位を下降させ、それにより切羽水圧を所定
の圧力ま一で低下させるものである。
The water level detector 17 detects the water level and sends a signal to the water level controller 19.
0, the valve 20 is opened, and the water level in the buffer tank 7 is lowered to a predetermined water level. When the water pressure at the face increases in this way, the water level in the buffer tank 7 is lowered while exhausting the air in the buffer tank 7, thereby reducing the water pressure at the face to a predetermined pressure. .

切羽水圧が下降すると、それに伴つて送水管4圧の送水
圧が下降する。
When the face water pressure decreases, the water supply pressure of the water pipe 4 pressure decreases accordingly.

送水圧伝送器27がそれを検知すると、その信号が空気
圧調節計30に入力され、空気圧調節計30は入力信号
と設定圧力との間に偏差があれば、調節弁15に信号を
送り、該弁15が開放して給気がなされ、緩衝槽7の内
部の空気圧か増大する。すなわち緩衝槽7内の水圧か増
大して、送水管4の送水圧が所定の圧力まて増大する。
また同時に切羽水圧が下降すると、それに伴つて緩衝槽
7の水位が下降する。
When the water pressure transmitter 27 detects this, the signal is input to the pneumatic pressure regulator 30, and if there is a deviation between the input signal and the set pressure, the pneumatic pressure regulator 30 sends a signal to the control valve 15 to adjust the corresponding pressure. The valve 15 opens to supply air, and the air pressure inside the buffer tank 7 increases. That is, the water pressure in the buffer tank 7 increases, and the water pressure in the water pipe 4 increases to a predetermined pressure.
At the same time, when the face water pressure decreases, the water level in the buffer tank 7 decreases accordingly.

水位検知器17はその水位を検知して、信号を水位調節
計19に送り、水位調節計19は送水ポンプP1に信号
を送つてその可変速機構21を作動し、送水量を増加さ
せ、緩衝槽7の水位を所定の水位まて上昇させる。この
ように切羽水圧が下降した場合には、緩衝槽7に空気を
供給しつつ、該緩衝槽7内の水位を上昇させ、それによ
り切羽水圧を所定の圧力まで上昇させるものである。
The water level detector 17 detects the water level and sends a signal to the water level controller 19, and the water level controller 19 sends a signal to the water pump P1 to operate its variable speed mechanism 21 to increase the water flow and buffer the water. The water level in tank 7 is raised to a predetermined level. When the water pressure at the face falls in this way, the water level in the buffer tank 7 is raised while supplying air to the buffer tank 7, thereby raising the water pressure at the face to a predetermined pressure.

以上のように、この発明によれば、切羽水圧に変動が生
じた場合には、緩衝槽に空気を給排気して送水管の送水
圧を所定の圧力まで変化させ、同時に緩衝槽7に水を給
排水してその水位を所定の水位に保つので、切羽水圧を
タイムラグを生ずることなく所定の圧力に引戻すことが
でき、安全なトンネル施工を行うことができる。
As described above, according to the present invention, when a fluctuation occurs in the water pressure at the face, the water supply pressure of the water pipe is changed to a predetermined pressure by supplying and exhausting air to the buffer tank, and at the same time, water is supplied to the buffer tank 7. Since water is supplied and discharged to maintain the water level at a predetermined level, the water pressure at the face can be returned to the predetermined pressure without any time lag, allowing safe tunnel construction.

また切羽水圧の変動は送水管に設けた送水圧伝送器によ
つて捕えるようにしたので、切羽水圧の微少変動に過度
に応答するようなことがなく、適切な制御を行うことが
できる。
In addition, since fluctuations in the water pressure at the face are detected by a water pressure transmitter installed in the water pipe, appropriate control can be performed without excessively responding to minute fluctuations in the water pressure at the face.

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

第1図はこの発明の一実施例を示す説明図である。 1・・・・・・掘進機、2・・・・・・隔壁、3・・・
・・・水圧室、4・・・送水管、5・・・・・・排泥管
、7・・・・・・緩衝槽、8・・・・・・給気管、9・
・・・・・排気管、15,16・・・・・調節弁、17
・・・・・・水位検知器、18・・・・・・排水管、1
9・・・・・・水位調節計、20・・・・・調節弁、2
7・・・・・・送水圧伝送器、30・・・・・・空気圧
調節計、P1・・・・・・送水ポンプ、P2・・・・・
・排泥ポンプ。
FIG. 1 is an explanatory diagram showing an embodiment of the present invention. 1... excavator, 2... bulkhead, 3...
...Water pressure chamber, 4...Water pipe, 5...Sludge removal pipe, 7...Buffer tank, 8...Air supply pipe, 9.
...Exhaust pipe, 15, 16...Control valve, 17
...Water level detector, 18...Drain pipe, 1
9...Water level controller, 20...Control valve, 2
7... Water pressure transmitter, 30... Air pressure controller, P1... Water pump, P2...
・Sludge pump.

Claims (1)

【特許請求の範囲】[Claims] 1 水圧室に水を供給する送水管と、前記水圧室前方の
切羽部で掘削した土砂を前記水とともに前記水圧室から
外部へ排出する排泥管とを備えてなる掘進機において(
a)送水管に配置され且つ排水管と給気管とを排気管と
を有する緩衝槽と(b)前記緩衝槽に配置された水位検
知器と(c)前記水位検知器の検知結果に応じて前記排
水管の調節弁を開閉し前記緩衝槽の水位を調節する水位
調節計と(d)前記緩衝槽と水圧室との間の送水管に配
置された送水圧伝送器と(e)前記送水圧伝送器の検知
結果と設定圧力とに応じて前記給気管の調節弁と排気管
の調節弁とを開閉して前記緩衝槽から送出される水の圧
力を調節する空気圧調節計とを備えてなることを特徴と
する掘進機の切羽水圧の制御装置。
1. In an excavator equipped with a water pipe that supplies water to a water pressure chamber, and a mud removal pipe that discharges earth and sand excavated at a face in front of the water pressure chamber from the water pressure chamber to the outside together with the water (
a) a buffer tank disposed in a water pipe and having a drain pipe, an air supply pipe, and an exhaust pipe; (b) a water level detector disposed in the buffer tank; and (c) according to the detection results of the water level detector. a water level controller that opens and closes a control valve of the drain pipe to adjust the water level of the buffer tank; (d) a water pressure transmitter disposed in a water pipe between the buffer tank and the water pressure chamber; an air pressure controller that opens and closes a control valve of the air supply pipe and a control valve of the exhaust pipe in accordance with a detection result of a water pressure transmitter and a set pressure to adjust the pressure of water sent out from the buffer tank. A control device for water pressure at a face of an excavator.
JP51114887A 1976-09-25 1976-09-25 Tuning machine face water pressure control device Expired JPS6056873B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP51114887A JPS6056873B2 (en) 1976-09-25 1976-09-25 Tuning machine face water pressure control device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP51114887A JPS6056873B2 (en) 1976-09-25 1976-09-25 Tuning machine face water pressure control device

Publications (2)

Publication Number Publication Date
JPS5341027A JPS5341027A (en) 1978-04-14
JPS6056873B2 true JPS6056873B2 (en) 1985-12-12

Family

ID=14649137

Family Applications (1)

Application Number Title Priority Date Filing Date
JP51114887A Expired JPS6056873B2 (en) 1976-09-25 1976-09-25 Tuning machine face water pressure control device

Country Status (1)

Country Link
JP (1) JPS6056873B2 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5361132A (en) * 1976-11-11 1978-06-01 Hitachi Shipbuilding Eng Co Muddy water shield excavator
JPS6168193U (en) * 1984-10-08 1986-05-10
JP7449635B2 (en) * 2020-03-19 2024-03-14 株式会社奥村組 Mud water shield excavator
JP7449638B2 (en) * 2020-03-19 2024-03-14 株式会社奥村組 Management screen for muddy shield tunneling machine
JP7449637B2 (en) * 2020-03-19 2024-03-14 株式会社奥村組 Mud water type shield excavator and its excavation method
JP7449634B2 (en) * 2020-03-19 2024-03-14 株式会社奥村組 Mud water type shield excavator and its excavation method
JP7449633B2 (en) * 2020-03-19 2024-03-14 株式会社奥村組 Mud water shield excavator
JP7449636B2 (en) * 2020-03-19 2024-03-14 株式会社奥村組 Mud water shield excavator

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5270544A (en) * 1975-12-08 1977-06-11 Mitsubishi Heavy Ind Ltd Buffer device of facing abnormal water pressure in method of muddy water system shield construction

Also Published As

Publication number Publication date
JPS5341027A (en) 1978-04-14

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