JP2891480B2 - Level measuring device - Google Patents

Level measuring device

Info

Publication number
JP2891480B2
JP2891480B2 JP19190489A JP19190489A JP2891480B2 JP 2891480 B2 JP2891480 B2 JP 2891480B2 JP 19190489 A JP19190489 A JP 19190489A JP 19190489 A JP19190489 A JP 19190489A JP 2891480 B2 JP2891480 B2 JP 2891480B2
Authority
JP
Japan
Prior art keywords
water
level
manometer
water injection
injection 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 - Fee Related
Application number
JP19190489A
Other languages
Japanese (ja)
Other versions
JPH0356812A (en
Inventor
賢治 斉藤
文明 金井
章 河内
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.)
KYB Corp
Original Assignee
Kayaba Industry Co Ltd
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 Kayaba Industry Co Ltd filed Critical Kayaba Industry Co Ltd
Priority to JP19190489A priority Critical patent/JP2891480B2/en
Publication of JPH0356812A publication Critical patent/JPH0356812A/en
Application granted granted Critical
Publication of JP2891480B2 publication Critical patent/JP2891480B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Measuring Arrangements Characterized By The Use Of Fluids (AREA)
  • Measuring Volume Flow (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、複数のマノメータを用いて構造物の不同沈
下の計測等、長期間のレベル変動の監視を行うレベル測
定装置における注水時間の短縮手段に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial application field) The present invention reduces water injection time in a level measuring device that monitors long-term level fluctuations such as measurement of uneven settlement of a structure using a plurality of manometers. About the means.

(従来の技術) 構造物の不同沈下の計測など、長期に渡るレベル変動
の監視装置として、水面レベルを連続的に検出する基準
マノメータと、所定の水面レベルを検出す数多くの変位
マノメータとを管路を介して相互に連通し、この管路に
連続的に注水することにより、変位マノメータを配置し
た各地点のレベルを測定する装置が、本出願人を共同出
願人として提案されている(特願昭63−269235号)。
(Prior art) As a monitoring device for level fluctuation over a long period of time, such as measurement of uneven settlement of a structure, a reference manometer that continuously detects a water surface level and a number of displacement manometers that detect a predetermined water surface level are provided. A device that communicates with each other through a channel and continuously injects water into this pipeline to measure the level at each point where a displacement manometer is arranged has been proposed with the present applicant as a joint applicant (Japanese Patent Application Laid-Open (JP-A) no. No. 63-269235).

このようなレベル測定装置においては、マノメータや
管路に長期間に渡って水を入れたままにしておくと、か
びが発生したり、水が腐敗するなどの好ましくない現象
が起きやすく、したがって計測後はマノメータと管路を
空にし、計測の都度新たに注水することが望ましい。
In such a level measuring device, if water is left in the manometer or the pipe for a long period of time, undesirable phenomena such as mold generation and water decay are likely to occur, and therefore the measurement is performed. After that, it is desirable to empty the manometer and the pipe line and to inject fresh water every time of measurement.

(発明の課題) その場合に、短時間で大量の注水を行うと、管路内の
摩擦損失の増加により、注水位置に近いマノメータと注
水位置から離れたマノメータとの間に無視出来ない水位
差が生じ、測定精度が悪くなるという問題があった。一
方、注水を少量ずつ行えば、このような問題は発生しな
いが、その代わりに注水を開始してからレベルの測定を
完了するまでの時間が長くなる。
(Problems of the Invention) In such a case, if a large amount of water is injected in a short time, frictional loss increases in the pipeline, so that a water level difference that cannot be ignored between the manometer near the water injection position and the manometer far from the water injection position. This causes a problem that measurement accuracy is deteriorated. On the other hand, if the water injection is performed little by little, such a problem does not occur, but instead, the time from the start of the water injection to the completion of the level measurement becomes longer.

本発明は、以上の問題点を解決すべくなされたもの
で、測定精度を落とさずに測定所要時間を短縮すること
を目的とする。
The present invention has been made to solve the above problems, and an object of the present invention is to reduce the time required for measurement without lowering the measurement accuracy.

(課題を達成するための手段) 本発明は、水面レベルを連続的に検出する基準マノメ
ータと、所定の水面レベルを検出する、計測各地点に配
置された変位マノメータとを管路を介して相互に連通
し、この管路に連続的に注水することにより、計測各地
点の高さを逐次検出するレベル測定装置において、管路
と水源との間に、高速注水を行う注水弁Aと低速注水を
行う注水弁Bとを並列に介装するとともに、基準マノメ
ータの水位が所定のレベルを下回る時は注水弁Aを開
き、所定のレベルを越えると注水弁Aを閉じる手段を備
えている。
(Means for Achieving the Object) According to the present invention, a reference manometer that continuously detects a water surface level and a displacement manometer that detects a predetermined water surface level and are disposed at each measurement point are interconnected via a pipeline. In a level measuring device that sequentially detects the height of each measurement point by continuously injecting water into this pipe, a water injection valve A that performs high-speed water injection and a low-speed water injection are provided between the pipe and the water source. And a means for opening the water injection valve A when the water level of the reference manometer falls below a predetermined level, and closing the water injection valve A when the water level exceeds the predetermined level.

(作用) 注水弁Aを介した高速注水により、基準マノメータの
水位が所定のレベルに達するまでは、短時間で大量の注
水が行なわれ、所定レベルを越えると高速注水弁Aが閉
じ、以後は低速注水弁Bから少量ずつ注水することで、
管路内の摩擦差損失を最小に留どめる。レベルの測定は
この段階で開始されるので、測定精度を損なわずに注水
時間が短縮される。
(Function) By high-speed water injection through the water injection valve A, a large amount of water is injected in a short time until the water level of the reference manometer reaches a predetermined level, and when the water level exceeds the predetermined level, the high-speed water injection valve A closes. By pouring little by little from low-speed water injection valve B,
Minimize differential friction loss in the pipeline. Since the level measurement is started at this stage, the water injection time is reduced without impairing the measurement accuracy.

(実施例) 第1図及び第2図に本発明の実施例を示す。(Embodiment) FIGS. 1 and 2 show an embodiment of the present invention.

第1図において、1は基準マノメータ、2は管路3を
介して基準マノメータ1に連通する変位マノメータであ
る。
In FIG. 1, reference numeral 1 denotes a reference manometer, and reference numeral 2 denotes a displacement manometer which communicates with the reference manometer 1 through a pipe 3.

基準マノメータ1は内部に水位とともに昇降するフロ
ートを備え、このフロートの昇降に応じた水位信号をコ
ントローラ4に出力する。
The reference manometer 1 includes a float that rises and falls with the water level therein, and outputs a water level signal corresponding to the rise and fall of the float to the controller 4.

また、変位マノメータ2は水位の特定レベルへの到達
を検出するセンサーを備える。このセンサーは上昇水面
に接する電極と、この水を導電経路として構成される信
号回路からなり、水面が電極と接触すると信号回路に電
流が流れるようになっている。この信号回路は基準マノ
メータ1からの信号回路とともに、コントローラ4に接
続される。
In addition, the displacement manometer 2 includes a sensor that detects that the water level has reached a specific level. This sensor is composed of an electrode in contact with the rising water surface and a signal circuit formed by using the water as a conductive path. When the water surface contacts the electrode, a current flows through the signal circuit. This signal circuit is connected to the controller 4 together with the signal circuit from the reference manometer 1.

管路3と水源5の間には、高速注水弁Aと低速注水弁
Bが並列に介装される。高速注水弁Aは直列に配置した
固定絞り6と電磁弁7からなり、低速注水弁Bは直列に
配置した固定絞り8と電磁弁9からなる。なお、固定絞
り6は固定絞り8に比べて大きな流通断面積を備える。
12は給水をろ過するフィルタである。
A high-speed water injection valve A and a low-speed water injection valve B are interposed between the pipe 3 and the water source 5 in parallel. The high-speed water injection valve A includes a fixed throttle 6 and a solenoid valve 7 arranged in series, and the low-speed water injection valve B includes a fixed throttle 8 and a solenoid valve 9 arranged in series. The fixed throttle 6 has a larger flow cross-sectional area than the fixed throttle 8.
Reference numeral 12 denotes a filter for filtering water supply.

また、基準マノメータ1と変位マノメータ2及び管路
3の排水のために、電磁弁10が管路3とドレーン11の間
に介装される。
An electromagnetic valve 10 is interposed between the pipe 3 and the drain 11 for draining the reference manometer 1, the displacement manometer 2 and the pipe 3.

これらの電磁弁7、9及び10はそれぞれコントローラ
4と信号回路で接続され、コントローラ4から信号回路
に出力される開閉信号に応じて開閉する。
These solenoid valves 7, 9 and 10 are respectively connected to the controller 4 by a signal circuit, and open and close according to an open / close signal output from the controller 4 to the signal circuit.

コントローラ4は、オペレータが入力する注水開始信
号に応じて、電磁弁10を閉じて電磁弁7を開く。また、
基準マノメータ1から入力される水位信号があらかじめ
設定された所定の値に達すると、電磁弁7を閉じて電磁
弁9を開く。なお、この設定値は変位マノメータ2が検
出する特定水位より低いレベルに設定される。
The controller 4 closes the solenoid valve 10 and opens the solenoid valve 7 in response to the water injection start signal input by the operator. Also,
When the water level signal input from the reference manometer 1 reaches a predetermined value, the solenoid valve 7 is closed and the solenoid valve 9 is opened. This set value is set to a level lower than the specific water level detected by the displacement manometer 2.

また、コントローラ4は変位マノメータ2からの入力
信号がONに変わると、その時点で基準マノメータ1から
入力される水位信号に基づき、変位マノメータ2の設置
された計測点のレベルを表示する。
Further, when the input signal from the displacement manometer 2 changes to ON, the controller 4 displays the level of the measurement point where the displacement manometer 2 is installed based on the water level signal input from the reference manometer 1 at that time.

さらに、コントローラ4はすべての変位マノメータ2
の出力信号がONに変わると、電磁弁9を閉じて電磁弁10
を開く。
Further, the controller 4 controls all the displacement manometers 2.
When the output signal of the switch turns ON, the solenoid valve 9 is closed and the solenoid valve 10 is closed.
open.

次に作用を説明する。 Next, the operation will be described.

測定を行わない時は電磁弁10が開き、基準マノメータ
1と変位マノメータ2及び管路3はいずれも空の状態に
保たれている。レベル測定を行う場合にはオペレータが
注水開始信号をコントローラ4に入力し、コントローラ
4はこれに応じて電磁弁10を閉じ、電磁弁7を開いて、
管路3に水源5から大断面積の固定絞り6を介して高速
注水する。
When no measurement is performed, the solenoid valve 10 is opened, and the reference manometer 1, the displacement manometer 2, and the pipe 3 are all kept empty. When performing the level measurement, the operator inputs a water injection start signal to the controller 4, and the controller 4 closes the solenoid valve 10 and opens the solenoid valve 7 accordingly,
High-speed water is injected into the pipe 3 from a water source 5 through a fixed throttle 6 having a large cross-sectional area.

注水とともに基準マノメータ1と変位マノメータ2の
水位は速やかに上昇する。コントローラ4は、基準マノ
メータ1から入力される水位信号をあらかじめ設定され
た所定の値と比較し、第2図に示すように水位信号が設
定値を下回る限りはこの急速注水を続行する。
The water level of the reference manometer 1 and the displacement manometer 2 rises rapidly with water injection. The controller 4 compares the water level signal input from the reference manometer 1 with a predetermined value set in advance, and continues this rapid water injection as long as the water level signal falls below the set value as shown in FIG.

そして、水位信号が設定値に達すると、コントローラ
4は電磁弁7を閉じ、電磁弁9を開く。以後、管路3へ
の注水は流通断面積の小さな固定絞り8を介して少量ず
つ行われ、基準マノメータ1と各変位マノメータ2の水
位の上昇速度は低下する。なお、この流量の減少により
管路3の摩擦損失は小さくなり、摩擦損失による基準マ
ノメータ1と各変位マノメータ2の間の水位差も解消さ
れる。
Then, when the water level signal reaches the set value, the controller 4 closes the solenoid valve 7 and opens the solenoid valve 9. Thereafter, the water is injected into the pipe 3 little by little through the fixed throttle 8 having a small flow cross-sectional area, and the rising speed of the water level of the reference manometer 1 and each displacement manometer 2 decreases. The decrease in the flow rate reduces the friction loss of the pipe 3 and the difference in water level between the reference manometer 1 and each displacement manometer 2 due to the friction loss is eliminated.

このようにして、低速注水が進むと、やがて最低位部
に設置した変位マノメータ2の出力信号がONに変わり、
コントローラ4はその時点で基準マノメータ1から入力
される水位信号に基づき、この変位マノメータ2の設置
された計測点のレベルを表示する。
In this way, when the low-speed water injection proceeds, the output signal of the displacement manometer 2 installed at the lowest position eventually changes to ON,
The controller 4 displays the level of the measurement point where the displacement manometer 2 is installed based on the water level signal input from the reference manometer 1 at that time.

さらに低速注水を続けると他の変位マノメータ2の出
力信号が次々とONに変わり、コントローラ4はその都度
基準マノメータ1から入力される水位信号に基づき、各
変位マノメータ2の設置された計測点のレベルを表示す
る。なお、注水は低速で行われるため、測定されたレベ
ルは十分な精度を備える。
When the low-speed water injection is further continued, the output signals of the other displacement manometers 2 are turned on one after another, and the controller 4 determines the level of the measurement point where each displacement manometer 2 is installed based on the water level signal input from the reference manometer 1 each time. Is displayed. Since the water injection is performed at a low speed, the measured level has sufficient accuracy.

さて、すべての変位マノメータ12の出力信号がONに変
わると、コントローラ4は測定が終了したと判断し、電
磁弁9を閉じて電磁弁10を開く。これにより、注水が停
止する一方、管路3と基準マノメータ1と各変位マノメ
ータ2内の水がドレーン11を介して排水される。
When the output signals of all the displacement manometers 12 change to ON, the controller 4 determines that the measurement has been completed, closes the solenoid valve 9 and opens the solenoid valve 10. As a result, while the water injection is stopped, the water in the pipe 3, the reference manometer 1 and each displacement manometer 2 is drained through the drain 11.

このようにして、注水を開始してから短時間でレベル
測定を完了することができる。
In this way, the level measurement can be completed in a short time after the start of water injection.

(発明の効果) 以上のように、本発明は管路と水源との間に高速注水
を行う注水弁Aと低速注水を行う注水弁Bとを並列に介
装し、基準マノメータの水位が所定のレベルを下回る時
は注水弁Aを開き、所定のレベルを越えると注水弁Aを
閉じるようにしたので、注水初期には高速注水により注
水時間が短縮される一方、レベルの測定時点では低速注
水により管路の摩擦損失を小さく抑えることができる。
(Effect of the Invention) As described above, according to the present invention, the water injection valve A for performing high-speed water injection and the water injection valve B for performing low-speed water injection are interposed in parallel between the pipeline and the water source, and the water level of the reference manometer is predetermined. When the water level falls below the predetermined level, the water injection valve A is opened. When the water level exceeds a predetermined level, the water injection valve A is closed. Thereby, the friction loss of the pipeline can be reduced.

このため、測定精度を落とさずに測定作業のスピード
アップを果たすことができる。
Therefore, the speed of the measurement operation can be increased without reducing the measurement accuracy.

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

第1図は本発明の実施例を示すレベル測定装置の構成
図、第2図は同じくコントローラの動作を説明するフロ
ーチャートである。 1……基準マノメータ、2……変位マノメータ、3……
管路、4……コントローラ、5……水源、6,8……固定
絞り、7,9,10……電磁弁、A……高速注水弁、B……低
速注水弁。
FIG. 1 is a block diagram of a level measuring device showing an embodiment of the present invention, and FIG. 2 is a flowchart for explaining the operation of the controller. 1 ... Reference manometer, 2 ... Displacement manometer, 3 ...
Pipe line, 4 ... Controller, 5 ... Water source, 6,8 ... Fixed throttle, 7,9,10 ... Solenoid valve, A ... High speed water injection valve, B ... Low speed water injection valve.

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭61−95209(JP,A) 特開 平2−115712(JP,A) 特開 平2−243915(JP,A) (58)調査した分野(Int.Cl.6,DB名) G01C 5/04 G01C 9/18 - 9/22 ────────────────────────────────────────────────── ─── Continuation of front page (56) References JP-A-61-95209 (JP, A) JP-A-2-115712 (JP, A) JP-A-2-243915 (JP, A) (58) Field (Int.Cl. 6 , DB name) G01C 5/04 G01C 9/18-9/22

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】水面レベルを連続的に検出する基準マノメ
ータと、所定の水面レベルを検出する、計測各地点に配
置された変位マノメータとを管路を介して相互に連通
し、この管路に連続的に注水することにより、計測各地
点の高さを逐次検出するレベル測定装置において、管路
と水源との間に、高速注水を行う注水弁Aと低速注水を
行う注水弁Bとを並列に介装するとともに、基準マノメ
ータの水位が所定のレベルを下回る時は注水弁Aを開
き、所定のレベルを越えると注水弁Aを閉じる手段を備
えたことを特徴とするレベル測定装置。
1. A reference manometer for continuously detecting a water surface level and a displacement manometer for detecting a predetermined water surface level and disposed at each measurement point are connected to each other through a pipe, and are connected to this pipe. In a level measuring device that sequentially detects the height of each measurement point by continuously injecting water, a water injection valve A for performing high-speed water injection and a water injection valve B for performing low-speed water injection are arranged in parallel between a pipeline and a water source. And a means for opening the water injection valve A when the water level of the reference manometer falls below a predetermined level, and closing the water injection valve A when the water level exceeds the predetermined level.
JP19190489A 1989-07-25 1989-07-25 Level measuring device Expired - Fee Related JP2891480B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19190489A JP2891480B2 (en) 1989-07-25 1989-07-25 Level measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19190489A JP2891480B2 (en) 1989-07-25 1989-07-25 Level measuring device

Publications (2)

Publication Number Publication Date
JPH0356812A JPH0356812A (en) 1991-03-12
JP2891480B2 true JP2891480B2 (en) 1999-05-17

Family

ID=16282384

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19190489A Expired - Fee Related JP2891480B2 (en) 1989-07-25 1989-07-25 Level measuring device

Country Status (1)

Country Link
JP (1) JP2891480B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK1158857T3 (en) * 1999-03-05 2003-06-23 Basf Ag Herbicidal mixture containing a 3-heterocyclyl-substituted benzoyl derivative and an additive

Also Published As

Publication number Publication date
JPH0356812A (en) 1991-03-12

Similar Documents

Publication Publication Date Title
US4449392A (en) Device for testing filters, particularly sterile filters
US4503419A (en) Oil level detection circuit
JP2891480B2 (en) Level measuring device
EP0808604A3 (en) Electronic blood pressure meter
JP2891483B2 (en) Level measuring device
JPH01112117A (en) Detecting device for rest of liquid in tank
JPH03262913A (en) Level measuring instrument
JPS59119240A (en) Water permeability testing method
JPS59200094A (en) Liquid supply system
JP3517070B2 (en) Flow meter utilizing differential pressure
JPS6324161B2 (en)
JP2718982B2 (en) Level measuring device
KR19990064350A (en) Apparatus and method for diagnosing the status of an upstream probe from a contact converter
JPS60100935A (en) Controller of pressure falling speed of cuff in hemomanometer
JPS58156815A (en) Measuring device for flow rate
JP3339108B2 (en) Hot water heating system
JP2516193B2 (en) Pressure tank type water supply device
JPS6166825A (en) Acceleration judging device of internal-combustion engine
JPH04285821A (en) Detecting apparatus for foaming
JP3137512B2 (en) Gas meter
JPS63187313A (en) Set flow rate control system
JPH02219953A (en) Water level sensor device
JPH01315808A (en) Pressure control mechanism for liquid flow
JP2876821B2 (en) Intake air amount detection device for aircraft engine
JPS61164594A (en) Washing machine

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees