JP2718990B2 - Level measurement device - Google Patents
Level measurement deviceInfo
- Publication number
- JP2718990B2 JP2718990B2 JP10813389A JP10813389A JP2718990B2 JP 2718990 B2 JP2718990 B2 JP 2718990B2 JP 10813389 A JP10813389 A JP 10813389A JP 10813389 A JP10813389 A JP 10813389A JP 2718990 B2 JP2718990 B2 JP 2718990B2
- Authority
- JP
- Japan
- Prior art keywords
- manometer
- level
- measurement
- block
- water
- 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 - Lifetime
Links
Landscapes
- Measurement Of Levels Of Liquids Or Fluent Solid Materials (AREA)
Description
【発明の詳細な説明】 (産業上の利用分野) 本発明は、複数の計測点に配設されたマノメータを用
いて構造物の不同沈下の計測等、長期間のレベル変動の
監視を行うレベル計測装置に関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial application field) The present invention relates to a level for monitoring long-term level fluctuations such as measurement of uneven settlement of a structure using manometers arranged at a plurality of measurement points. It relates to a measuring device.
(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、所定の水位を検出する変位マノメー
タを各計測点に配置し、水位を連続的に検出する基準マ
ノメータをこれらの変位マノメータと管路を介して相互
に連通したレベル計測装置が、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(特開平2−
115712号2報))。(Prior art) As a monitoring device for long-term level fluctuations such as measurement of uneven settlement of structures, a displacement manometer that detects a predetermined water level is placed at each measurement point, and a reference manometer that continuously detects the water level is used. A level measuring device that communicates with these displacement manometers via a pipe has been proposed with the present applicant as a joint applicant (Japanese Patent Application No. 63-269235 (Japanese Patent Application Laid-Open No. Hei 2-269235).
115712 No. 2)).
この計測装置において、レベルの計測は管路に連続的
に注水しながら行われ、各変位マノメータが所定の水位
を検出した時の基準マノメータの検出水位により、各計
測点のレベル、すなわち所定の基準点からの高さを検出
している。In this measuring device, the level is measured while continuously injecting water into the pipeline, and the level of each measuring point, that is, the predetermined reference level, is determined by the detected water level of the reference manometer when each displacement manometer detects the predetermined water level. The height from the point is detected.
(発明の課題) ところが、この装置で例えば細長いビル等のレベルを
計測しようとすると、管路が長くなるために管内を移動
する水の摩擦損失が増加し、注水に対する液面変化の応
答性が低下するので、計測に時間がかかるという問題が
あった。(Problems of the Invention) However, when trying to measure the level of, for example, an elongated building with this apparatus, the friction loss of water moving in the pipe increases due to the length of the pipe, and the responsiveness of the liquid level change to water injection increases. There is a problem that the measurement takes a long time because the temperature decreases.
本発明は、以上の問題点を解決すべく、広い範囲にわ
たるレベル計測を効率良く行えるレベル計測装置を提供
することを目的とする。SUMMARY OF THE INVENTION It is an object of the present invention to provide a level measurement device capable of efficiently performing level measurement over a wide range in order to solve the above problems.
(課題を達成するための手段) 本発明は、計測区域を分割した各ブロック内に設定し
た複数の計測点に所定の水位を検出する変位マノメータ
を各々配置し、水位を連続的に検出する基準マノメータ
Aをブロック毎に配置してブロック内の各変位マノメー
タと管路を介して連通させ、各ブロックの基準マノメー
タAを遮断弁を介して別の基準マノメータBに接続する
とともに、遮断弁の閉弁時に前記管路へ連続的に注水す
ることにより検出される各計測点の基準マノメータAに
対するレベルを、遮断弁の開弁により検出される各基準
マノメータAとBの設置レベルの差に応じて補正する手
段を備えている。(Means for Achieving the Object) According to the present invention, a displacement manometer for detecting a predetermined water level is arranged at each of a plurality of measurement points set in each block obtained by dividing a measurement area, and a reference for continuously detecting the water level is provided. A manometer A is arranged for each block, communicates with each displacement manometer in the block through a pipe, and the reference manometer A of each block is connected to another reference manometer B via a shutoff valve, and the shutoff valve is closed. The level with respect to the reference manometer A of each measurement point detected by continuously injecting water into the pipe line at the time of valve is determined according to the difference between the installation levels of the reference manometers A and B detected by opening the shutoff valve. A means for correcting is provided.
(作用) 遮断弁を閉じてブロックごとに管路に注水することに
より、ブロック内の基準マノメータAと変位マノメータ
の水位が一体に上昇し、変位マノメータが所定の水位を
検出した時の基準マノメータAの検出水位により、基準
マノメータAを基準としたブロック内の各計測点のレベ
ルが検出される。(Operation) By closing the shutoff valve and injecting water into the pipeline for each block, the water levels of the reference manometer A and the displacement manometer in the block rise integrally, and the reference manometer A when the displacement manometer detects a predetermined water level. , The level of each measurement point in the block with respect to the reference manometer A is detected.
一方、遮断弁を開いて連通した各基準マノメータAと
別の基準マノメータBの検出水位から基準マノメータB
と各基準マノメータAの設置レベルの差が検出される。On the other hand, each reference manometer A and another reference manometer B which communicated by opening the shut-off valve,
And a difference between the installation levels of the reference manometers A and.
補正手段は、各ブロックにおいて検出された各計測点
のレベルをこのレベル差に応じて補正することにより、
同一の基準マノメータBに基づく全計測点のレベルを求
める。The correction unit corrects the level of each measurement point detected in each block according to the level difference,
The levels of all measurement points based on the same reference manometer B are obtained.
(実施例) 第1図に本発明の実施例を示す。(Example) FIG. 1 shows an example of the present invention.
この図はある構造物の不同沈下を計測するために設け
た数多くの計測点を3つのブロック(a)〜(c)に分
割した状態を示し、各ブロック(a)〜(c)内の各計
測点には管路2に連通する変位マノメータ1が設けら
れ、管路2と遮断弁4を介して連通する基準マノメータ
Aが、各ブロック(a)〜(c)に一基ずつ設けられ
る。This figure shows a state in which a number of measurement points provided for measuring the differential settlement of a certain structure are divided into three blocks (a) to (c), and each of the blocks (a) to (c) A displacement manometer 1 communicating with the pipeline 2 is provided at the measurement point, and a reference manometer A communicating with the pipeline 2 via the shut-off valve 4 is provided for each of the blocks (a) to (c).
管路2はブロック(a)〜(c)ごとに注水弁5を介
して図示されない給水装置に、排水弁6を介してドレー
ンにそれぞれ接続される。The pipeline 2 is connected to a water supply device (not shown) via a water injection valve 5 and a drain via a drain valve 6 for each of the blocks (a) to (c).
変位マノメータ1は信号ケーブルを介してコントロー
ラ7に接続された電極棒を内部に備える。この電極棒に
はコントローラ7から常時一定電圧が負荷され、上昇す
る水面がこの電極棒の先端に接触すると、管路2をアー
スとして電流が流れ、コントローラ7にON信号を出力す
る。The displacement manometer 1 includes therein an electrode rod connected to the controller 7 via a signal cable. A constant voltage is constantly applied to the electrode rod from the controller 7, and when the rising water surface comes into contact with the tip of the electrode rod, a current flows through the pipe line 2 as ground and outputs an ON signal to the controller 7.
一方、基準マノメータAは水位とともに昇降するフロ
ートを内部に備え、このフロートの位置に応じた水位信
号を、信号ケーブルを介して接続されたコントローラ7
に出力する。On the other hand, the reference manometer A internally has a float that rises and falls with the water level, and outputs a water level signal corresponding to the position of the float to a controller 7 connected via a signal cable.
Output to
各ブロック(a)〜(c)の基準マノメータAは遮断
弁8を介して管路9に接続される。この管路9は注水弁
10を介して給水装置に、排水弁11を介してドレーンにそ
れぞれ接続される。また、基準マノメータAと同様に構
成された別の基準マノメータBがこの管路9の途中に設
けられる。The reference manometer A of each of the blocks (a) to (c) is connected to a pipe 9 via a shutoff valve 8. This pipe 9 is a water injection valve
It is connected to a water supply device through 10 and to a drain through a drain valve 11, respectively. Further, another reference manometer B configured similarly to the reference manometer A is provided in the middle of the pipe 9.
コントローラ7は、各ブロック(a)〜(c)の計測
点のレベルを、基準マノメータAとBの設置レベルの差
に応じて補正する手段として機能する。The controller 7 functions as a means for correcting the level of the measurement point of each of the blocks (a) to (c) according to the difference between the installation levels of the reference manometers A and B.
すなわち、コントローラ7は基準マノメータBと各ブ
ロック(a)〜(c)の基準マノメータAから入力され
る水位信号をもとに基準マノメータBと各基準マノメー
タAの設置レベルの差を算出して記憶装置に記憶する。
そして、ブロック(a)〜(c)の変位マノメータ1か
らの入力信号がONに変わると、その時点で同ブロック
(a)〜(c)内の基準マノメータAから入力される水
位信号により各計測点のレベルを検出し、これを記憶装
置に記憶されているこの基準マノメータAと基準ママノ
メータBの設置レベルの差に基づき補正し、変位マノメ
ータ1を設置した計測点の番号とともに表示する。That is, the controller 7 calculates and stores the difference between the installation level of the reference manometer B and the installation level of each of the reference manometers A based on the water level signals input from the reference manometer B and the reference manometers A of the blocks (a) to (c). Store it in the device.
When the input signals from the displacement manometers 1 of the blocks (a) to (c) change to ON, each measurement is made at that time by the water level signal input from the reference manometer A in the blocks (a) to (c). The level of the point is detected, corrected based on the difference between the installation levels of the reference manometer A and the reference mamanometer B stored in the storage device, and displayed together with the number of the measurement point where the displacement manometer 1 is installed.
次に作用を説明する。 Next, the operation will be described.
計測を行う場合は、まず、各ブロック(a)〜(c)
の遮断弁4を閉じ、遮断弁8を開いて各基準マノメータ
Aを管路9に連通させ、排水弁11を閉じ、注水弁10を開
いて基準マノメータAとBに水位が検出できる程度に注
水する。これによりコントローラ7に基準マノメータA
とBから水位信号が入力され、コントローラ7はこれら
の水位から基準マノメータBと各基準マノメータAとの
設置レベルの差を算出して記憶装置に記憶する。When performing measurement, first, each of the blocks (a) to (c)
The shutoff valve 4 is closed, the shutoff valve 8 is opened, each reference manometer A is communicated with the pipeline 9, the drain valve 11 is closed, and the water injection valve 10 is opened to fill the reference manometers A and B with water so that the water levels can be detected. I do. Thereby, the reference manometer A is added to the controller 7.
And a water level signal are input from the controller B, and the controller 7 calculates a difference between the installation levels of the reference manometer B and the respective reference manometers A from these water levels and stores the difference in the storage device.
次に、注水弁10を閉じ、排水弁11を開いて基準マノメ
ータAとBを空にした後、遮断弁8を閉じて、各基準マ
ノメータA間の連通を遮断する。そして、ブロック
(a)の遮断弁4と注水弁5を開き、排水弁6を閉じて
管路2に連続的に給水する。これにより、基準マノメー
タAと各変位マノメータ1内の水位が上昇し、上昇水面
が電極棒の先端に接触すると変位マノメータ1からコン
トローラ7へON信号が出力される。コントローラ7はこ
のON信号の入力と同時点で基準マノメータAから入力さ
れる水位信号から、各計測点の基準マノメータAに対す
るレベルを検出する。Next, after the water injection valve 10 is closed and the drain valve 11 is opened to empty the reference manometers A and B, the shutoff valve 8 is closed to shut off the communication between the reference manometers A. Then, the shutoff valve 4 and the water injection valve 5 of the block (a) are opened, the drain valve 6 is closed, and water is continuously supplied to the pipeline 2. As a result, the water levels in the reference manometer A and each displacement manometer 1 rise, and when the rising water surface comes into contact with the tip of the electrode rod, an ON signal is output from the displacement manometer 1 to the controller 7. The controller 7 detects the level of each measurement point with respect to the reference manometer A from the water level signal input from the reference manometer A at the same time as the input of the ON signal.
そして、このレベルを記憶された基準マノメータAと
Bの設置レベルの差に基づき補正し、補正された値をそ
の計測点のレベルとして計測点の番号とともに表示す
る。Then, this level is corrected based on the difference between the stored installation levels of the reference manometers A and B, and the corrected value is displayed as the level of the measurement point together with the number of the measurement point.
このようにして、コントローラ7はブロック(a)内
の変位マノメータ1からON信号が入力される都度、その
計測点のレベルを補正して表示する。In this manner, the controller 7 corrects and displays the level of the measurement point every time an ON signal is input from the displacement manometer 1 in the block (a).
ブロック(a)の計測が終了したら、同様の手順でブ
ロック(b)と(c)の計測を順次行うが、ブロック
(b)と(c)についても、各計測点のレベルは記憶装
置に記憶された、基準マノメータAとBの設置レベルの
差に基づき補正した後に表示される。したがって、各ブ
ロック(a)〜(c)の各計測点について表示される数
値はいずれも同一の基準マノメータBに基づくレベルと
なる。When the measurement of the block (a) is completed, the measurement of the blocks (b) and (c) is sequentially performed in the same procedure, but the level of each measurement point is also stored in the storage device for the blocks (b) and (c). It is displayed after correction based on the difference between the installation levels of the reference manometers A and B. Therefore, the numerical values displayed for each measurement point in each of the blocks (a) to (c) are levels based on the same reference manometer B.
なお、計測範囲がブロック(a)〜(c)に分割され
ているので、各ブロック(a)〜(c)の変位マノメー
タ1と基準マノメータAとを連通する管路2の延長は短
く、管内の摩擦損失が小さいので、注水に対して各変位
マノメータ1は応答良く反応する。このため、注水所要
時間は短く、計測作業は効率良く行なわれる。また、特
定の区域のみを計測したい場合には、ブロック(a)〜
(c)の一つまたは二つについてのみ上記の計測を行え
ば、余分な計測時間を費やさずに、短時間で計測を行う
ことができる。さらに、ブロックの数を増やすことでよ
り広い計測範囲にも容易に対応することができる。Since the measurement range is divided into blocks (a) to (c), the length of the pipe 2 connecting the displacement manometer 1 and the reference manometer A in each block (a) to (c) is short, and , Each displacement manometer 1 responds satisfactorily to water injection. Therefore, the time required for water injection is short, and the measuring operation is performed efficiently. When it is desired to measure only a specific area, blocks (a) to
If the above measurement is performed for only one or two of (c), the measurement can be performed in a short time without spending extra measurement time. Further, by increasing the number of blocks, it is possible to easily cope with a wider measurement range.
(発明の効果) 以上のように、本発明は計測区域を複数のブロックに
分割し、各ブロックに備えた基準マノメータAにより、
変位マノメータを設置した各計測点のレベルを逐次検出
する一方、別の基準マノメータBと各ブロックの基準マ
ノメータAとを連通することで基準マノメータBと各基
準マノメータAの設置レベルの差を検出し、各計測点の
レベルをこのレベル差に基づき補正して、同一の基準マ
ノメータBに基づく全計測点のレベルを求めるようにし
たので、連続注水を行うための管路長が短く、管路の摩
擦損失を最小限に抑えて広大な計測範囲に散在する各計
測点のレベルを精度良く短時間で検出することができ
る。また、管路の径も小さくて良いため、配管スペース
やコストも低減される。さらに、必要に応じて特定のブ
ロックについてのみ測定を行うことができる。(Effects of the Invention) As described above, the present invention divides a measurement area into a plurality of blocks, and uses the reference manometer A provided for each block.
While sequentially detecting the level of each measurement point where the displacement manometer is installed, the difference between the installation level of the reference manometer B and the installation level of each reference manometer A is detected by connecting another reference manometer B and the reference manometer A of each block. Since the level of each measurement point is corrected based on this level difference to obtain the levels of all the measurement points based on the same reference manometer B, the length of the pipeline for performing continuous water injection is short, and the The level of each measurement point scattered over a wide measurement range can be accurately detected in a short time while minimizing friction loss. In addition, since the diameter of the conduit may be small, piping space and cost are also reduced. Further, the measurement can be performed only for a specific block as needed.
第1図は本発明の実施例を示すレベル計測装置の斜視図
である。 1……変位マノメータ、2,9……管路、7……コントロ
ーラ、8……遮断弁、A,B……基準マノメータ、
(a),(b),(c)……ブロック。FIG. 1 is a perspective view of a level measuring device showing an embodiment of the present invention. 1 ... displacement manometer, 2, 9 ... conduit, 7 ... controller, 8 ... shutoff valve, A, B ... reference manometer,
(A), (b), (c) ... Block.
Claims (1)
た複数の計測点に所定の水位を検出する変位マノメータ
を各々配置し、水位を連続的に検出する基準マノメータ
Aをブロック毎に配置してブロック内の各変位マノメー
タと管路を介して連通させ、各ブロックの基準マノメー
タAを遮断弁を介して別の基準マノメータBに接続する
とともに、遮断弁の閉弁時に前記管路へ連続的に注水す
ることにより検出される各計測点の基準マノメータAに
対するレベルを、遮断弁の開弁により検出される各基準
マノメータAとBの設置レベルの差に応じて補正する手
段を備えたことを特徴とするレベル計測装置。1. A displacement manometer for detecting a predetermined water level is arranged at each of a plurality of measurement points set in each block obtained by dividing a measurement area, and a reference manometer A for continuously detecting a water level is arranged for each block. To communicate with each displacement manometer in the block via a pipe, connect the reference manometer A of each block to another reference manometer B via a shutoff valve, and continuously connect to the pipe when the shutoff valve is closed. Means for correcting the level of each measurement point detected by injecting water into the reference manometer A in accordance with the difference between the installation levels of the reference manometers A and B detected by opening the shut-off valve. Characteristic level measurement device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10813389A JP2718990B2 (en) | 1989-04-27 | 1989-04-27 | Level measurement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10813389A JP2718990B2 (en) | 1989-04-27 | 1989-04-27 | Level measurement device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02285210A JPH02285210A (en) | 1990-11-22 |
| JP2718990B2 true JP2718990B2 (en) | 1998-02-25 |
Family
ID=14476769
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10813389A Expired - Lifetime JP2718990B2 (en) | 1989-04-27 | 1989-04-27 | Level measurement device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2718990B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101703749B1 (en) * | 2016-01-11 | 2017-02-07 | 두산중공업 주식회사 | Water level measure device and measurement methods |
-
1989
- 1989-04-27 JP JP10813389A patent/JP2718990B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101703749B1 (en) * | 2016-01-11 | 2017-02-07 | 두산중공업 주식회사 | Water level measure device and measurement methods |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02285210A (en) | 1990-11-22 |
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