JPH0363515A - Level measuring device - Google Patents

Level measuring device

Info

Publication number
JPH0363515A
JPH0363515A JP19980989A JP19980989A JPH0363515A JP H0363515 A JPH0363515 A JP H0363515A JP 19980989 A JP19980989 A JP 19980989A JP 19980989 A JP19980989 A JP 19980989A JP H0363515 A JPH0363515 A JP H0363515A
Authority
JP
Japan
Prior art keywords
level
water
liquid level
measurement
feeding
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.)
Granted
Application number
JP19980989A
Other languages
Japanese (ja)
Other versions
JP2891481B2 (en
Inventor
Kenji Saito
賢治 斉藤
Fumiaki Kanai
文明 金井
Akira Kawachi
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 JP19980989A priority Critical patent/JP2891481B2/en
Publication of JPH0363515A publication Critical patent/JPH0363515A/en
Application granted granted Critical
Publication of JP2891481B2 publication Critical patent/JP2891481B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Measurement Of Levels Of Liquids Or Fluent Solid Materials (AREA)

Abstract

PURPOSE:To reduce a measuring time without lowering an accuracy of level measurement by rapidly feeding a water till attaining a prescribed liquid level for measurement and changing-over to the low speed feeding thereafter. CONSTITUTION:First of all, only a solenoid valve 7 is opened to rapidly feed the water from an orifice 6 with large diameter. This rapid feeding is performed until either one of each level gage 2a-2e is made to be ON, and even when either one is made to be ON, the solenoid valve 7 is closed for the present to stop the feeding. The liquid level is settled due to the stop of feeding and a whole level is averaged; therefore, after that, the rapid feeding and the stop of feeding are repeated until even either one is made to be ON during a certain time while observing outputs of the level gages 2a-2e again. With such a manner, the liquid level is made to be almost an uniform level at almost the same state as the liquid level for measurement, at the time when the certain time is elapsed.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は液面の変化を利用して構造物等のレベルを測定
する装置の改良に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to an improvement in an apparatus for measuring the level of a structure or the like by utilizing changes in the liquid level.

(従来の技術) 比較的軟弱な地盤に建設した構造物等は時間の経過に伴
い各部が不同沈下を起こすが、基礎と構造物との間に多
数の支持ジヤツキ等を介在させておき、各部の沈下量を
測定しながら支持ジヤツキを伸縮させ、地盤が安定して
沈下が沈静するまでの間、構造物の全体的な沈下量を均
一化させるような工法が最近注目を浴びている。
(Prior art) Structures constructed on relatively soft ground experience uneven settling of various parts over time. Recently, a construction method that equalizes the overall amount of settlement of a structure by expanding and contracting support jacks while measuring the amount of settlement has been attracting attention, until the ground stabilizes and the amount of settlement subsides.

この場合、多数の箇所での基礎レベル変位を常時監視す
るのに、液面変化を利用してレベル測定を行う測定方法
が本出願人等により特願昭63−269235号等で提
案されている。
In this case, in order to constantly monitor the base level displacement at a large number of locations, a measurement method has been proposed in Japanese Patent Application No. 63-269235 etc. by the present applicant that uses changes in the liquid level to measure the level. .

これは所定の液面レベルをオンオフ的に検出するたレベ
ル計を各基礎に取付けておき、相互に連通管にまり連通
させ、連通管(こ徐々に給水していくことにより液面を
上昇させ、各レベル計がオンとなるときの液面を基準液
面計の出力に基づいて比較算出することにより、相対的
なレベル変位を検出できるようにしたものである。
This is done by attaching a level meter to each foundation that detects a predetermined liquid level on and off, connecting them to a communicating pipe, and increasing the liquid level by gradually supplying water. By comparing and calculating the liquid level when each level meter is turned on based on the output of a reference level meter, a relative level displacement can be detected.

(発明が解決すべき課題〉 ところで、連通管にはレベル測定時に給水を行い、測定
終了後に排水しておき、次の測定に備えるのであるが、
測定部位が数十箇所ないしはそれ以上及ぶ場合は、連通
配管を通して給水により液面を所定レベルまで上昇させ
るのに多くの時間を要する。
(Problem to be solved by the invention) By the way, water is supplied to the communication pipe during level measurement, and water is drained after the measurement is completed in preparation for the next measurement.
If the number of measurement sites is tens or more, it takes a long time to raise the liquid level to a predetermined level by supplying water through the communication pipe.

これに対して、短時間のうちに急速(多量〉に給水しよ
うとすると、管路抵抗等により総ての測定部位で液面レ
ベルの上昇が均一に行なわれず、給水点に遠い部分の液
面が低くても、近い部分のレベル計からは水があふれ出
ることもあった。
On the other hand, if you try to supply a large amount of water rapidly in a short period of time, the liquid level will not rise uniformly at all measurement points due to pipe resistance, etc., and the liquid level will increase in areas far from the water supply point. Even when the level was low, water sometimes overflowed from the level gauges nearby.

オーバーフローを生じないように低流量で給水すれば、
総ての連通管に水を充満させるのに、かなりの時間が必
要となり、計測時間が非常に長くなる。
If you supply water at a low flow rate to avoid overflow,
It takes a considerable amount of time to fill all the communication pipes with water, and the measurement time becomes very long.

本発明はこのような問題を解決することを目的とする。The present invention aims to solve such problems.

(課題を解決するための手段〉 そこで本発明は、第1図に示すように、各測定点に設置
したレベル計に連通配管を介して水を供給し、各レベル
計の出力に基づいて各測定点のレベルを計測するように
した装置において、連通配管に急速に給水する手段50
並びに低速で給水する手段51と、連通配管から低速で
排水する手段52と、各レベル計のいずれか一つでもオ
ンになるまで急速給水させた後一定の時間の範囲内で少
なくとも一つがオンを維持されるように給水と停止を繰
り返し、その後に総てのレベル計がオフになるまで低速
排水を行う測定準備給水手段53と、この給水後に低速
で給水を行いつつレベル測定を行う測定制御手段54と
を備えた。
(Means for Solving the Problems) Therefore, as shown in FIG. Means 50 for rapidly supplying water to a communicating pipe in a device adapted to measure the level at a measuring point
In addition, a means 51 for supplying water at a low speed, a means 52 for draining water from a communicating pipe at a low speed, and a means 52 for rapidly supplying water until any one of the level meters is turned on, and then at least one is turned on within a certain time range. Measurement preparation water supply means 53 that repeatedly supplies and stops water so that the level is maintained, and then performs low-speed drainage until all level meters are turned off; and measurement control means that performs level measurement while supplying water at a low speed after this water supply. 54.

(作用) レベル測定時にまず急速く大量)に給水が行なわれるた
め、各測定部位の液面レベルは急速に上昇していく、給
水点に近い管路抵抗の少ないレベル計の液面が規定値ま
で上昇すると、いったん急速給水を停止させて、平均水
位が均一化するまで待つ。
(Function) When measuring the level, water is first supplied rapidly (in large quantities), so the liquid level at each measuring point rises rapidly. When the water level reaches this level, stop the rapid water supply and wait until the average water level becomes even.

その後、少なくとも1つのレベル計の液面が常時規定値
を越えるまで、所定の時間にわたり急速給水と停止が繰
り返される。その後、給水を停止して低速排水に移る。
Thereafter, rapid water supply and stop are repeated for a predetermined period of time until the liquid level of at least one level meter always exceeds a specified value. After that, the water supply is stopped and the water drains at low speed.

低速排水は全レベル計がオフになるまで行なわれ、この
ようにしてオフになったら排水を停止して、計測準備を
終了する。
Low-speed drainage is continued until all level meters are turned off, and when they are turned off, drainage is stopped and measurement preparation is completed.

次に、低速で給水を開始し、緩やかにかつ均一的に液面
を上昇させながらレベルの計測を行う。
Next, water supply is started at a low speed, and the level is measured while the liquid level rises slowly and uniformly.

レベル計を取付けた測定部位のレベルが低い所から順に
レベル計がオンになり、オンになったときの基準液面を
、別の基準レベル計で読み取ることにより、各レベルが
測定され、fif&に最も高い位置のレベル計がオンに
なったところで計測を終了する。
The level meter is turned on in order from the lowest level at the measurement site where the level meter is attached, and the reference liquid level at the time it is turned on is read with another reference level meter, each level is measured and determined by fif&. Measurement ends when the level meter at the highest position turns on.

(実施例) 第2図に示す実施例について説明する。(Example) The embodiment shown in FIG. 2 will be described.

lは所定の基準位置に取付られ、液面の変化を連続的に
検出して出力する基準レベル計、2a、2b、2a・・
・は各測定部位に取付けられ、所定の液面をオンオフ的
に検出して出力するレベル計で、これらの各出力はコン
トローラ4に入力する。
Reference level meters 2a, 2b, 2a, etc. l are installed at predetermined reference positions and continuously detect and output changes in the liquid level.
- is a level meter that is attached to each measurement site and detects and outputs a predetermined liquid level on and off; each of these outputs is input to the controller 4.

基準レベル計1と各レベル計2 a、 2 b、 2 
c・・・は、相互に連通配管3によって接続し、この連
通配管3にはポンプ等の給水源5から必要に応じてフィ
ルタ12を通して給水が行なわれる。
Reference level meter 1 and each level meter 2 a, 2 b, 2
are connected to each other by a communication pipe 3, and water is supplied to the communication pipe 3 from a water supply source 5 such as a pump through a filter 12 as necessary.

このため、給水回路13には高速給水手段を構成する大
径オリフィス6と電磁弁7が、また低速給水手段を構成
する小径オリフィス8と電磁弁9が、互いに並列に回路
接続される。
Therefore, in the water supply circuit 13, a large-diameter orifice 6 and a solenoid valve 7, which constitute a high-speed water supply means, and a small-diameter orifice 8 and a solenoid valve 9, which constitute a low-speed water supply means, are connected in parallel to each other.

また、連通配管3に充満する水を排水するために排水回
路11が設けられ、この排水回路11には低速排水手段
として小径オリフィス15と電磁弁16が、通常排水用
の電磁弁17と並列に回路接続される。
Further, a drainage circuit 11 is provided to drain the water filling the communication pipe 3, and this drainage circuit 11 has a small-diameter orifice 15 and a solenoid valve 16 as a low-speed drainage means in parallel with a solenoid valve 17 for normal drainage. The circuit is connected.

そして、これら各電磁弁7,9,10.16はコントロ
ーラ4からの信号により開閉が制御され、これによって
各レベル計2 a、 2 b、 2 c・・・に対して
給水しつつ、各部のレベル計測を行う。
The opening and closing of each of these solenoid valves 7, 9, 10.16 is controlled by signals from the controller 4, thereby supplying water to each level meter 2a, 2b, 2c, and so on. Perform level measurement.

すなわち、各レベル計2g、2b、2cm・・によるレ
ベルの計測は、液面が均一的に上昇するように連通配管
3に徐−に給水しながら行うのであり、この場合液面上
昇に伴い、低い位置にあるレベル計2a、2b、2c・
・・から順にオンになっていくので、各レベル計2a、
2b、2c・・・がオンになるときの基準レベル計1の
液面を読み取ることにより、各測定部位の相対レベルが
計測できる。
In other words, level measurement using each level meter 2g, 2b, 2cm, etc. is carried out while gradually supplying water to the communication pipe 3 so that the liquid level rises uniformly.In this case, as the liquid level rises, Level meters 2a, 2b, 2c located in low positions.
It turns on in order from ..., so each level meter 2a,
By reading the liquid level of the reference level meter 1 when 2b, 2c, . . . are turned on, the relative level at each measurement site can be measured.

この給水は精度のよいレベル測定のために、各レベル計
2 a、 2 b、 2 e・・・の測定液面に近付い
たら、液面上昇が均一となるように徐々に行う必要があ
るが、測定精度に無関係な、測定液面に近付くまでの間
は急速に給水することで、全体的に給水時間の短縮を図
る必要もある。
In order to measure the level with high precision, this water supply must be carried out gradually as the level gauges 2a, 2b, 2e... approach the measuring liquid level so that the liquid level rises uniformly. It is also necessary to shorten the overall water supply time by rapidly supplying water until it approaches the measurement liquid level, which is unrelated to measurement accuracy.

このような給水制御を実現するためのコントローラ4に
よる制御動作について、第3図のフローチャートを参照
しながら説明する。
The control operation by the controller 4 for realizing such water supply control will be explained with reference to the flowchart in FIG. 3.

まず、電磁弁7を開いて大径オリフィス6から急速給水
を行う、このとき、他の電磁弁9.10゜16は閉じて
おく、この急速給水は各レベル計2a、2b、2c・・
・のうち、いずれか1つがオンになるまで行なわれる。
First, the solenoid valve 7 is opened to rapidly supply water from the large-diameter orifice 6. At this time, the other solenoid valves 9, 10, 16 are closed.
This process continues until one of the following is turned on.

急速給水時には管路抵抗等の影響により液面の上昇は均
一に行なわれず、一般には給水源に近い方の液面が高く
なる。
During rapid water supply, the liquid level does not rise uniformly due to the influence of pipe resistance, and generally the liquid level closer to the water supply source is higher.

いずれか1つでもオンになったら、ひとまず電磁弁7を
閉じて給水を停止する。給水停止により液面が落ち着き
、全体的なレベルが平均化するため、その後、再びレベ
ル計2 a、 2 b、 2 c・・・の出力を見て、
ある一定の時間の間は、いずれか1つでもがオンになる
まで急速給水と停止とを繰り返す。
If any one of them turns on, the solenoid valve 7 is closed for the time being to stop the water supply. When the water supply is stopped, the liquid level settles down and the overall level becomes average, so check the outputs of level meters 2a, 2b, 2c, etc. again.
For a certain period of time, rapid water supply and shutoff are repeated until any one of them is turned on.

このようにして一定時間が経過した時点、液面がほぼ計
測液面に近い状態でほぼ均一レベルとなる。
In this manner, after a certain period of time has elapsed, the liquid level reaches a substantially uniform level in a state close to the measured liquid level.

給水量が多いときほど連通管路における液面レベルの傾
きが大きく、最初に1つのレベル計2a。
When the amount of water supplied is large, the slope of the liquid level in the communication pipe becomes large, and one level meter 2a is detected first.

2b、2c・・・がオンになっても平均水位は計測液面
からほど遠い、したがって、この後、一定時間内に急速
給水と停止を繰り返すことで、短時間のうちに最も効率
よく平均水位を計測液面付近まで到達させることができ
るのである。
Even if 2b, 2c, etc. are turned on, the average water level is far from the measured liquid level.Therefore, by repeating rapid water supply and stop within a certain period of time, the average water level can be determined most efficiently in a short period of time. It is possible to reach the vicinity of the measured liquid level.

そこで給水を停止してから、今度は電磁弁16を開いて
オリフィス15を経て少量づつ低速排水を行う、この低
速排水は各レベル計2 a、 2 b、 2 c・・・
の総てがオフになるまで継続される。
After stopping the water supply, the solenoid valve 16 is then opened to slowly drain the water through the orifice 15 little by little.
continues until all are turned off.

このようにして計測準備のため、計測液面付近までの給
水が終了し、一定の安定時間が経過したら、電磁弁?を
開いて計測行程に入る。
In this way, in order to prepare for measurement, after the water has been supplied to near the measured liquid level and a certain stabilization time has elapsed, the solenoid valve? Open it and begin the measurement process.

この計測行程では小径オリフィス8を経由して給水が行
なわれ、均一レベルを保ったまま徐々に液面を上昇させ
ていく。
In this measurement process, water is supplied via the small-diameter orifice 8, and the liquid level is gradually raised while maintaining a uniform level.

測定部位のレベルの低いところから、順にレベル計2 
a、 2 b、 2 e・・・の出力がオンになってい
き、これをそのときの基準レベル計1の出力と比較する
ことにより、各部のレベルが判明する。
Level meter 2 in order from the lowest level of the measurement site.
The outputs of a, 2b, 2e, etc. are turned on, and by comparing these with the output of the reference level meter 1 at that time, the level of each part is determined.

このように、計測液面の付近までは急速に給水を行うこ
とで給水時間を短縮し、また計測時には徐々に液面を上
昇させるように給水することで、精度の良いレベル測定
を可能とするのである。
In this way, by rapidly supplying water to the vicinity of the measurement liquid level, the water supply time is shortened, and by supplying water to gradually raise the liquid level during measurement, highly accurate level measurement is possible. It is.

総てのレベル計2 a、 2 b、 2 c・・・がオ
ンになったら計測は終了し、終了後は電磁弁10を開い
て連通管路3から排水する。
The measurement ends when all the level meters 2a, 2b, 2c, .

(発明の効果) 以上のように本発明によれば、所定の計測液面までは急
速に給水を行い、それ以後は低速給水に切換えるので、
レベル測定精度を低下させることなく、計測時間の短縮
化が図れるという効果がある。
(Effects of the Invention) As described above, according to the present invention, water is rapidly supplied up to a predetermined measured liquid level, and thereafter the water supply is switched to a low-speed water supply.
This has the effect of shortening measurement time without reducing level measurement accuracy.

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

第1図は本発明の構成を示すクレーム対応図、第2図は
実施例を示す回路図、第3図はコントローラの制御動作
を示すフローチャートである。 1・・・基準レベル計、2 a、 2 b、 2 c・
・・レベル計、3・・・連通配管、4・・・コントロー
ラ、6.8.15・・・オリフィス、7,9,10.1
6・・・電磁弁。
FIG. 1 is a claim correspondence diagram showing the configuration of the present invention, FIG. 2 is a circuit diagram showing an embodiment, and FIG. 3 is a flow chart showing the control operation of the controller. 1... Reference level meter, 2 a, 2 b, 2 c.
... Level meter, 3... Communication piping, 4... Controller, 6.8.15... Orifice, 7, 9, 10.1
6...Solenoid valve.

Claims (1)

【特許請求の範囲】[Claims] 各測定点に設置したレベル計に連通配管を介して水を供
給し、各レベル計の出力に基づいて各測定点のレベルを
計測するようにした装置において、連通配管に急速に給
水する手段並びに低速で給水する手段と、連通配管から
低速で排水する手段と、各レベル計のいずれか一つでも
オンになるまで急速給水させた後一定の時間の範囲内で
少なくとも一つがオンを維持されるように給水と停止を
繰り返し、その後に総てのレベル計がオフになるまで低
速排水を行う測定準備給水手段と、この給水後に低速で
給水を行いつつレベル測定を行う測定制御手段とを備え
たことを特徴とするレベル測定装置。
In a device that supplies water to a level meter installed at each measuring point via a communicating pipe and measures the level of each measuring point based on the output of each level meter, a means for rapidly supplying water to the communicating pipe; A means for supplying water at a low speed, a means for draining water from a communicating pipe at a low speed, and a means for rapidly supplying water until any one of the level meters turns on, and then at least one remains on within a certain period of time. The system is equipped with a measurement preparation water supply means that repeats water supply and stop as shown in FIG. A level measuring device characterized by:
JP19980989A 1989-08-01 1989-08-01 Level measuring device Expired - Fee Related JP2891481B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19980989A JP2891481B2 (en) 1989-08-01 1989-08-01 Level measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19980989A JP2891481B2 (en) 1989-08-01 1989-08-01 Level measuring device

Publications (2)

Publication Number Publication Date
JPH0363515A true JPH0363515A (en) 1991-03-19
JP2891481B2 JP2891481B2 (en) 1999-05-17

Family

ID=16413997

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19980989A Expired - Fee Related JP2891481B2 (en) 1989-08-01 1989-08-01 Level measuring device

Country Status (1)

Country Link
JP (1) JP2891481B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105021165A (en) * 2015-07-16 2015-11-04 四川金码科技有限公司 Static levelling instrument system having automatic water supplementing and draining functions
CN108444441A (en) * 2018-02-05 2018-08-24 浙江广川工程咨询有限公司 A kind of earth and rockfill dam inside settlement monitoring device and method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105021165A (en) * 2015-07-16 2015-11-04 四川金码科技有限公司 Static levelling instrument system having automatic water supplementing and draining functions
CN108444441A (en) * 2018-02-05 2018-08-24 浙江广川工程咨询有限公司 A kind of earth and rockfill dam inside settlement monitoring device and method

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