JPH11287690A - Seismoscopic interrupting device - Google Patents

Seismoscopic interrupting device

Info

Publication number
JPH11287690A
JPH11287690A JP8848198A JP8848198A JPH11287690A JP H11287690 A JPH11287690 A JP H11287690A JP 8848198 A JP8848198 A JP 8848198A JP 8848198 A JP8848198 A JP 8848198A JP H11287690 A JPH11287690 A JP H11287690A
Authority
JP
Japan
Prior art keywords
flow rate
flow
unit
closing
vibration
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
JP8848198A
Other languages
Japanese (ja)
Other versions
JP3882328B2 (en
Inventor
Osamu Eguchi
修 江口
Yasuhiro Umekage
康裕 梅景
Koichi Takemura
晃一 竹村
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.)
Panasonic Holdings Corp
Original Assignee
Matsushita Electric Industrial 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 Matsushita Electric Industrial Co Ltd filed Critical Matsushita Electric Industrial Co Ltd
Priority to JP8848198A priority Critical patent/JP3882328B2/en
Publication of JPH11287690A publication Critical patent/JPH11287690A/en
Application granted granted Critical
Publication of JP3882328B2 publication Critical patent/JP3882328B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To miniaturize the device and improve the flow measuring precision by providing a plurality of passage opening and closing means for opening and closing a plurality of passages and closing the passage opening and closing means other than the passage having a flow measuring means when an earthquake is detected. SOLUTION: When both passage opening and closing means 2a, 2b are in open state, a fluid is carried to respective passages 1a, 1b in a ratio determined by the structure of the passages 1a, 1b. Since a flow measuring means 3 detects the flow rate of the fluid carried in the passage 1b, the whole flow rate can be determined by multiplying the flow rate value measured by the flow detecting means 3 by the flow ratio of the passages 1a, 1b. When an earthquake is detected by a vibration detecting means 5, a control means 4 closes the passage opening and closing means 2a other than the passage 1b having the flow detecting means 3. Then, the fluid is entirely carried to the passage 1b, and the total flow rate is measured by the flow measuring means 3. The total flow rate is measured by the flow measuring means 3 after the occurrence of the earthquake to judge whether the leakage of the fluid is caused by the earthquake or not, whereby a precise detection can be performed even in a small flow rate.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は地震を検出して気体
及び液体の流路を遮断する感震遮断装置に関するもので
ある。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation device that detects an earthquake and shuts off gas and liquid flow paths.

【0002】[0002]

【従来の技術】従来のこの種の感震遮断装置は特開平8
−219829号公報に記載されているようなものが一
般的であった。この感震遮断装置(ガス遮断装置)は図
10に示すように地震を検知する振動検出手段105を
有し、一つの流路101を流れるガスの流量を流量計測
手段103で計測するように構成されている。
2. Description of the Related Art A conventional seismic isolation device of this type is disclosed in
Those described in JP-A-219829 were generally used. As shown in FIG. 10, this seismic isolation device (gas isolation device) has a vibration detection means 105 for detecting an earthquake, and a flow rate measurement means 103 measures the flow rate of gas flowing through one flow path 101. Have been.

【0003】そして地震発生時には、振動検出手段10
5が地震が起きたことを検知し流量計測手段103が地
震発生前後の流量を一定時間計測して、流量があらかじ
め設定されている流量以上であれば流路開閉手段102
を遮断するようになっていた。
When an earthquake occurs, the vibration detecting means 10
5 detects that an earthquake has occurred and the flow rate measuring means 103 measures the flow rate before and after the occurrence of the earthquake for a certain period of time, and if the flow rate is equal to or higher than a preset flow rate, the flow path opening / closing means 102
Was to be shut off.

【0004】また、特開平10−38620号公報に記
載されているように振動検出手段を有し、流量計測手段
に超音波式流量計測手段を用いたものも開示されてい
る。
Further, as disclosed in Japanese Patent Application Laid-Open No. 10-38620, there is disclosed an apparatus having a vibration detecting means and using an ultrasonic type flow measuring means as the flow measuring means.

【0005】この様に流量計測手段が超音波式のもの
は、従来の一定の容積を有する2つの袋が交互にガスを
吸入吐出する機構的動きを計数するものに比べ、短時間
に流量を計測できる利点を持っている。ここで図11に
流量計測手段に超音波式を用いた流量計を例に示す。図
に示すように流路114の上流側および下流側にそれぞ
れ超音波素子110を設け、超音波素子110に対する
信号を発生したりあるいは超音波素子110からの信号
を処理する信号発生・処理部111aおよび信号発生・
処理部111aのデータを基に流量を算出する演算部1
11bを備えた流量計測手段111を設けている。間欠
動作手段112は前記信号発生・処理部111aと演算
部111bに接続され、これらを間欠動作させる。電源
113は前記各部に電力を供給する。間欠動作手段11
2が信号発生・処理部111aと演算部111bを間欠
動作を行うのは電力の消費を抑え、電源113の容量で
設定仕様時間(例えば10年間)の使用を可能にするた
めである。
[0005] As described above, the ultrasonic type flow rate measuring means measures the flow rate in a shorter time than the conventional mechanism in which two bags having a constant volume alternately take in and discharge gas. It has measurable advantages. Here, FIG. 11 shows an example of a flow meter using an ultrasonic type as the flow rate measuring means. As shown in the figure, an ultrasonic element 110 is provided on the upstream side and the downstream side of the flow path 114, respectively, and a signal generation / processing unit 111a that generates a signal to the ultrasonic element 110 or processes a signal from the ultrasonic element 110 And signal generation
An operation unit 1 that calculates a flow rate based on data of the processing unit 111a
The flow rate measuring means 111 provided with 11b is provided. The intermittent operation means 112 is connected to the signal generation / processing section 111a and the arithmetic section 111b, and causes them to intermittently operate. The power supply 113 supplies electric power to the above-described units. Intermittent operation means 11
2 performs the intermittent operation of the signal generation / processing unit 111a and the arithmetic unit 111b in order to suppress power consumption and to enable the capacity of the power supply 113 to be used for a set specification time (for example, 10 years).

【0006】[0006]

【発明が解決しようとする課題】しかしながら上記従来
の感震遮断装置において、通常時に大流量が流れる流路
では流路が大きくなることで、大型の流路開閉手段を用
いることが必要になり、またこれを制御する回路が大き
くなり機器の大型化につながっていた。さらに小流量か
ら大流量までの流量を計測する必要があるため、特に超
音波式の流量計測手段に於いては広いダイナミックレン
ジが必要で、そのために回路が大きくなったり、流量の
計測精度を高く取ることが困難であった。さらに流量計
測手段に計測時間が短い超音波式を用いた流量計測手段
を持つものでも、流量計測手段が消費電力を抑えるため
間欠動作を行っているのが一般的で、このようなもので
は流量計測のタイミングによっては、振動検出手段によ
り地震を検出しても流量計測が直ぐには行われず、それ
により遮断が最大流量計測の間欠周期分遅れるという課
題があった。
However, in the above-mentioned conventional seismic isolation device, a large flow passage is required in a flow passage where a large flow rate flows at normal times, so that it is necessary to use a large flow passage opening / closing means. In addition, a circuit for controlling this has become larger, which has led to an increase in the size of the device. Furthermore, since it is necessary to measure the flow rate from a small flow rate to a large flow rate, a wide dynamic range is necessary especially in the ultrasonic type flow rate measuring means, so that the circuit becomes large and the flow rate measurement accuracy is increased. It was difficult to take. Furthermore, even if the flow rate measuring means has a flow rate measuring means using an ultrasonic method with a short measurement time, the flow rate measuring means generally performs an intermittent operation to suppress power consumption. Depending on the measurement timing, even if an earthquake is detected by the vibration detecting means, the flow rate measurement is not performed immediately, so that there is a problem that the cutoff is delayed by an intermittent cycle of the maximum flow rate measurement.

【0007】[0007]

【課題を解決するための手段】本発明は第1の手段では
上記課題を解決するため、複数の流路を開閉する複数個
の流路開閉手段を設け振動検出手段が地震を検知後、制
御手段により流量計測手段を設けた流路以外の流路開閉
手段を閉じるようにしたものである。
According to a first aspect of the present invention, there is provided a flow control apparatus comprising: a plurality of flow path opening / closing means for opening / closing a plurality of flow paths; The means closes the flow path opening / closing means other than the flow path provided with the flow rate measuring means.

【0008】上記発明によれば流路を複数にしてその内
の一つの流路の流量を計測することで、流量計測手段を
小型化でき、地震発生後、流量計測手段を設けた流路以
外の流路を閉じて流量計測手段の設置された流路のみで
流量を計測するため、計測精度のよい流量計測をするこ
とができる。また、本発明の第2の手段では上記課題を
解決するため、計時手段で時間を計時し、所定時間経過
して流量が少ないときに、制御手段により流量計測手段
を設けた流路以外の流路開閉手段を閉じ、流量の計測を
行うようにしたものである。
According to the present invention, the flow rate can be reduced by using a plurality of flow paths and measuring the flow rate of one of the flow paths. Since the flow path is closed and the flow rate is measured only by the flow path where the flow rate measuring means is installed, the flow rate can be measured with high measurement accuracy. In the second means of the present invention, in order to solve the above-mentioned problem, the time is measured by the time-measuring means. The road opening / closing means is closed, and the flow rate is measured.

【0009】上記発明によれば流量が少ないときに流量
計測の精度を向上させるため、微小流量の長期間の漏れ
の検知を行うことができる。
According to the present invention, a long-term leak of a minute flow rate can be detected to improve the accuracy of flow rate measurement when the flow rate is small.

【0010】また、本発明の第3の手段では上記課題を
解決するため、流量によって流路開閉手段を遮断するし
きい値を振動検出手段が地震を検知中と地震がおさまっ
た後、計時手段が計時する所定時間内とで、別々に第1
遮断設定記憶部と第2遮断設定記憶部に持ち制御手段が
それぞれのしきい値と流量を比較して、流量が大きけれ
ば流路開閉手段を遮断するものである。上記発明によれ
ば制御手段が、地震中は地震がおさまってから所定期間
のしきい値より大きなしきい値で計測流量値と比較し流
路開閉手段を遮断するため、地震による振動の影響を抑
えることができる。
According to a third aspect of the present invention, in order to solve the above-mentioned problem, a threshold value for shutting off the flow path opening / closing means based on a flow rate is set after a vibration detection means detects that an earthquake is detected. Within the specified time measured by
The control means compares the threshold value with the flow rate in the cutoff setting storage section and the second cutoff setting storage section, and shuts off the flow path opening / closing means if the flow rate is large. According to the above invention, during the earthquake, the control means shuts off the flow path opening / closing means by comparing the measured flow rate value with a threshold value larger than the threshold value for a predetermined period after the earthquake has subsided. Can be suppressed.

【0011】また、本発明の第4の手段では上記課題を
解決するため、地震発生後、制御手段を構成する計測制
御部が流量計測手段の計測周期を早め、さらに回数を増
やすことで、少ない流量検知の精度を向上したものであ
る。
According to a fourth aspect of the present invention, in order to solve the above-mentioned problems, after an earthquake occurs, the measurement control section constituting the control means advances the measurement cycle of the flow rate measurement means and further increases the number of times. This is an improvement in the accuracy of flow rate detection.

【0012】上記発明によれば振動検出手段が地震を検
出後、制御部により流量計測手段を設けた流路以外の流
路開閉手段を閉じ、計測制御部が流量計測手段の計測周
期を早め、さらに回数を増やすため、地震時の少ない流
量検知の精度を向上することができる。
According to the above invention, after the vibration detecting means detects the earthquake, the control section closes the flow path opening / closing means other than the flow path provided with the flow rate measuring means, the measurement control section advances the measurement cycle of the flow rate measuring means, In order to further increase the number of times, it is possible to improve the accuracy of small flow rate detection during an earthquake.

【0013】また、本発明の第5の手段では上記課題を
解決するため、計測制御部の計測周期を初期化する周期
初期化部を有し、振動検出手段が地震を検出すると周期
初期化部が流量計測手段の計測周期を初期化するように
したものである。
According to a fifth aspect of the present invention, in order to solve the above-mentioned problems, a period initialization unit for initializing a measurement period of a measurement control unit is provided. Is intended to initialize the measurement cycle of the flow rate measuring means.

【0014】上記発明によれば周期初期化部が流量計測
手段の計測周期を初期化するため、地震発生後直ちに流
量計測を行い流路開閉手段を遮断することができる。
According to the present invention, the cycle initialization unit initializes the measurement cycle of the flow rate measuring means, so that the flow rate can be measured immediately after the occurrence of the earthquake and the flow path opening / closing means can be shut off.

【0015】また、本発明の第6の手段では上記課題を
解決するため、計測制御部の計測周期を変更する周期変
更部を有し、振動検出手段が地震を検出すると周期変更
部が流量計測手段の計測周期を変更するようにしたもの
である。
In order to solve the above-mentioned problems, the sixth means of the present invention has a cycle changing unit for changing the measurement cycle of the measurement control unit, and the cycle changing unit measures the flow rate when the vibration detecting means detects an earthquake. The measurement cycle of the means is changed.

【0016】上記発明によれば振動検出手段が地震を検
出すると周期変更部が流量計測手段の計測周期を変更す
るため、地震時の振動の影響を抑えた流量計測を行うこ
とができる。
According to the above invention, when the vibration detecting means detects an earthquake, the cycle changing unit changes the measurement cycle of the flow rate measuring means, so that the flow rate measurement can be performed while suppressing the influence of the vibration during the earthquake.

【0017】また、本発明の第7の手段では上記課題を
解決するため、積算部が流量計測手段の計測値を積算
し、振動検出手段が地震を検出すると前記積算値と設定
記憶部の設定値とを流量判定部により比較し、流量が多
ければ流路開閉手段を遮断するようにしたものである。
According to a seventh aspect of the present invention, in order to solve the above-mentioned problem, the integrating section integrates the measured value of the flow rate measuring means, and when the vibration detecting means detects an earthquake, the integrated value and the setting of the setting storing section are set. The flow rate is compared with a value by a flow rate determination unit, and when the flow rate is large, the flow path opening / closing means is shut off.

【0018】上記発明によれば振動検出手段が地震を検
出すると、流量判定部が積算部の積算値と設定記憶部の
設定値とを比較し流量の判定を行うため、流量計測手段
の流量値が振動の影響を受けてその瞬時値が変動しても
流路開閉手段の誤遮断をなくすことができる。
According to the above invention, when the vibration detecting means detects an earthquake, the flow rate determining section compares the integrated value of the integrating section with the set value of the setting storage section to determine the flow rate. Even if the instantaneous value fluctuates due to the influence of vibration, erroneous shutoff of the flow path opening / closing means can be eliminated.

【0019】また、本発明の第8の手段では上記課題を
解決するため、平均算出部が流量計測手段の平均値を積
算し、振動検出手段が地震を検出すると前記平均算出部
の平均値と設定記憶部の設定値とを流量判定部により比
較し、流量が多ければ流路開閉手段を遮断するようにし
たものである。
According to an eighth aspect of the present invention, in order to solve the above-mentioned problems, the average calculating section integrates the average value of the flow rate measuring section, and when the vibration detecting section detects an earthquake, the average value of the average calculating section is calculated. The setting value in the setting storage unit is compared by the flow rate determining unit, and if the flow rate is large, the flow path opening / closing means is shut off.

【0020】上記発明によれば振動検出手段が地震を検
出すると、流量判定部が平均算出部の平均値と設定記憶
部の設定値とを比較し流量の判定を行うため、流量計測
手段の流量値が振動の影響を受けてその瞬時値が変動し
ても流路開閉手段の誤遮断をなくすことができる。
According to the invention, when the vibration detecting means detects an earthquake, the flow rate determining section compares the average value of the average calculating section with the set value of the setting storage section to determine the flow rate. Even if the instantaneous value fluctuates due to the influence of vibration, erroneous shutoff of the flow path opening / closing means can be eliminated.

【0021】また、本発明の第9の手段では上記課題を
解決するため、振動検出手段により振動を検出後、ゼロ
点補正部が制御手段により閉じた流路開閉手段を開ける
直前に流量計測手段のゼロ点補正を行うようにしたもの
である。
According to a ninth aspect of the present invention, in order to solve the above-mentioned problem, after detecting the vibration by the vibration detecting means, the flow rate measuring means is provided immediately before the zero point correction unit opens the closed flow path opening / closing means by the control means. The zero point correction is performed.

【0022】上記発明によればゼロ点補正部が制御手段
により閉じた流路開閉手段を開ける直前に、流量計測手
段のゼロ点補正を行うため、遮断時の流量ゼロ時点の流
量計測値を基に以降の流量計測手段のオフセットをキャ
ンセルし計測精度を向上することができる。
According to the above invention, the zero point correction section performs the zero point correction of the flow rate measuring means immediately before opening the closed flow path opening / closing means by the control means. Then, the offset of the flow rate measuring means can be canceled and the measurement accuracy can be improved.

【0023】[0023]

【発明の実施の形態】本発明の請求項1にかかる感震遮
断装置は複数の流路と、前記流路をそれぞれ開閉する複
数個の流路開閉手段と、少なくとも一つの流路の流量を
計測する流量計測手段と、地震などの振動を検出する振
動検出手段と、前記流量計測手段、振動検出手段からの
信号を処理し前記流路開閉手段を制御する制御手段とか
らなり、振動検出手段により振動を検出した場合に、流
量計測手段を設けた流路以外の流路開閉手段を閉じる制
御手段を有する。
The seismic isolation device according to claim 1 of the present invention includes a plurality of flow paths, a plurality of flow path opening / closing means for respectively opening and closing the flow paths, and a flow rate of at least one flow path. A flow rate measuring means for measuring, a vibration detecting means for detecting vibration such as an earthquake, and a control means for processing a signal from the flow rate measuring means and the vibration detecting means and controlling the flow path opening / closing means; Control means for closing the flow path opening / closing means other than the flow path provided with the flow rate measuring means when vibration is detected by the control means.

【0024】そして、流路を複数にしてその内の一つの
流路の流量を計測することで、流量計測手段を小型化で
き、振動検出手段により振動を検出した場合に、制御手
段が流量計測手段を設けた流路以外の流路開閉手段を閉
じ、流量計測手段の設置された流路のみで流量を計測す
るため、計測精度のよい流量計測をすることができる。
By using a plurality of flow paths and measuring the flow rate of one of the flow paths, the flow rate measuring means can be reduced in size, and when vibration is detected by the vibration detecting means, the control means can control the flow rate. Since the flow path opening / closing means other than the flow path provided with the means is closed and the flow rate is measured only in the flow path where the flow rate measuring means is installed, the flow rate can be measured with high measurement accuracy.

【0025】本発明の請求項2にかかる感震遮断装置は
複数の流路と、前記流路をそれぞれ開閉する複数個の流
路開閉手段と、少なくとも一つの流路の流量を計測する
流量計測手段と、時間を計時する計時手段と、地震など
の振動を検出する振動検出手段と、前記流量計測手段、
振動検出手段、計時手段からの信号を処理し前記流量開
閉手段を制御する制御手段とを有し、あらかじめ設定さ
れた流量設定値を記憶する設定記憶部と、前記流量計測
手段と設定記憶部との出力より流量の大小を判定する流
量判定部と、前記流量判定部と流量計測手段と計時手段
と振動検出手段の出力より流量開閉手段を制御する制御
部とからなる制御手段を有する。
According to a second aspect of the present invention, there is provided a seismic isolation device, comprising: a plurality of flow paths; a plurality of flow path opening / closing means for respectively opening / closing the flow paths; and a flow rate measuring means for measuring a flow rate of at least one flow path. Means, time measuring means for measuring time, vibration detecting means for detecting vibration such as an earthquake, and the flow rate measuring means,
Vibration detecting means, having a control means for processing the signal from the timer means and controlling the flow rate opening and closing means, a setting storage unit for storing a preset flow rate set value, the flow rate measuring means and the setting storage unit And a control unit including a control unit for controlling the flow rate opening / closing means based on the outputs of the flow rate determination unit, the flow rate measuring means, the time measuring means, and the vibration detecting means.

【0026】そして、計時手段により所定時間が経過し
たことを認識し、流量計測手段による流量計測値が少な
いときに、制御手段が流量計測手段を設けた流路以外の
流路開閉手段を閉じ、流量計測手段の設置された流路の
みで流量を計測するため、精度の高い計測が行え微小流
量の長期間の漏れの検知を行うことができる。
The timer means recognizes that the predetermined time has elapsed, and when the flow rate measured by the flow rate measuring means is small, the control means closes the flow path opening / closing means other than the flow path provided with the flow rate measuring means, Since the flow rate is measured only by the flow path in which the flow rate measuring means is installed, highly accurate measurement can be performed, and long-term leakage of a minute flow rate can be detected.

【0027】本発明の請求項3にかかる感震遮断装置は
振動検出手段が振動を検出中に流路開閉手段を遮断する
際の流量設定値を記憶する第1遮断設定記憶部と、振動
が終了後に計時手段が計時する所定時間内に流路開閉手
段を遮断する際の流量設定値を記憶する第2遮断設定記
憶部と、前記第1遮断設定記憶部と第2遮断設定記憶部
と流量計測手段と振動検出手段と計時手段からの出力よ
り流量開閉手段を制御する制御部とからなる制御手段を
有する。
According to a third aspect of the present invention, there is provided a seismic isolation device comprising: a first shutoff setting storage unit for storing a flow rate setting value when shutting off the flow path opening / closing means while the vibration detecting means detects vibration; A second shutoff setting storage unit for storing a flow rate setting value for shutting off the flow path opening / closing means within a predetermined time counted by the timing unit after the end, a first shutoff setting storage unit, a second shutoff setting storage unit, The control unit includes a control unit including a measurement unit, a vibration detection unit, and a control unit that controls the flow opening / closing unit based on an output from the timing unit.

【0028】そして、制御手段が、振動検出手段が地震
を検出中は第1遮断設定記憶部が記憶する第2遮断設定
記憶部が記憶する設定値より大きな設定値(しきい値)
で計測流量値と比較し、地震がおさまってから所定期間
は第2遮断設定記憶部が記憶する設定値(しきい値)で
計測流量値と比較し流路開閉手段を遮断するため、流量
計測手段の流量値が振動の影響を受けてその瞬時値が変
動しても、地震中は設定値を大きくとっているためその
影響を抑えることができる。
When the vibration detecting means detects an earthquake, the control means sets a larger set value (threshold) than the set value stored in the second cut setting memory stored in the first cut setting memory.
For a predetermined period after the earthquake has subsided, the measured flow value is compared with the measured flow value at a set value (threshold value) stored in the second shutoff setting storage unit to shut off the flow path opening / closing means. Even if the instantaneous value fluctuates due to the influence of vibration, the influence can be suppressed because the set value is large during the earthquake.

【0029】本発明の請求項4にかかる感震遮断装置は
複数の流路と、前記流路をそれぞれ開閉する複数個の流
路開閉手段と、少なくとも一つの流路の流量を計測する
流量計測手段と、地震などの振動を検出する振動検出手
段と、前記流量計測手段、振動検出手段からの信号を処
理し前記流路開閉手段を制御する制御手段とを有し、流
量計測手段の計測周期及び回数を制御する計測制御部
と、流量計測手段と振動検出手段からの出力により流路
開閉手段と計測制御部を制御する制御部とからなる制御
手段を有する。
According to a fourth aspect of the present invention, there is provided a seismic isolation device including a plurality of flow paths, a plurality of flow path opening / closing means for respectively opening and closing the flow paths, and a flow rate measuring means for measuring a flow rate of at least one flow path. Means, a vibration detecting means for detecting vibration such as an earthquake, and a control means for processing a signal from the flow rate measuring means and the vibration detecting means and controlling the flow path opening / closing means. And a control unit including a control unit for controlling the flow path opening / closing unit and the measurement control unit based on outputs from the flow rate measuring unit and the vibration detecting unit.

【0030】そして、振動検出手段が地震を検出後、制
御部により流量計測手段を設けた流路以外の流路開閉手
段を閉じ、計測制御部が流量計測手段の計測周期を早
め、さらに回数を増やすため、地震時の少ない流量検知
の精度を向上することができる。
After the vibration detecting means detects the earthquake, the control section closes the flow path opening / closing means other than the flow path provided with the flow rate measuring means, and the measurement control section advances the measurement cycle of the flow rate measuring means and further increases the number of times. Therefore, the accuracy of detecting a small amount of flow during an earthquake can be improved.

【0031】本発明の請求項5にかかる感震遮断装置は
計測制御部の計測周期を初期化する周期初期化部を有
し、振動検出手段により振動を検出した場合に、流量計
測手段の計測周期を初期化する制御手段を有する。
The seismic isolation device according to claim 5 of the present invention has a cycle initialization unit for initializing the measurement cycle of the measurement control unit, and measures the flow rate of the flow rate measurement unit when the vibration is detected by the vibration detection unit. It has control means for initializing the cycle.

【0032】そして、周期初期化部が流量計測手段の計
測周期を初期化するため、地震発生後直ちに流量計測を
行い流路開閉手段を遮断することができる。
Since the cycle initializing unit initializes the measurement cycle of the flow rate measuring means, the flow rate can be measured immediately after the occurrence of the earthquake, and the flow path opening / closing means can be shut off.

【0033】本発明の請求項6にかかる感震遮断装置は
計測制御部の計測周期を変更する周期変更部を有し、振
動検出手段により振動を検出した場合に、流量計測手段
の計測周期を可変す制御手段を有する。
The seismic isolation device according to claim 6 of the present invention has a cycle changing unit for changing the measurement cycle of the measurement control unit, and when the vibration is detected by the vibration detection unit, the measurement cycle of the flow rate measurement unit is changed. It has variable control means.

【0034】そして、振動検出手段が地震を検出すると
周期変更部が流量計測手段の計測周期を変更するため、
地震時の振動の影響を抑えた流量計測を行うことができ
る。
When the vibration detecting means detects an earthquake, the cycle changing unit changes the measuring cycle of the flow rate measuring means.
Flow rate measurement can be performed while suppressing the effects of vibration during an earthquake.

【0035】本発明の請求項7にかかる感震遮断装置は
流量計測手段の計測値を積算する積算部と、あらかじめ
設定された流量設定値を記憶する設定記憶部と、前記積
算部と流量計測手段と設定記憶部と振動検出手段との出
力より流量の大小を判定する流量判定部と、前記流量判
定部と流量計測手段と計時手段と振動検出手段の出力よ
り流量開閉手段を制御する制御部とからなる制御手段を
有する。
According to a seventh aspect of the present invention, there is provided a seismic isolation device, comprising: an integrating section for integrating the measured values of the flow measuring means; a setting storing section for storing a preset flow rate set value; Means for determining the magnitude of the flow rate from the outputs of the means, the setting storage section, and the vibration detecting means, and a control section for controlling the flow rate opening / closing means based on the outputs of the flow rate determining section, the flow measuring means, the timing means, and the vibration detecting means. And control means comprising:

【0036】そして、振動検出手段が地震を検出する
と、流量判定部が積算部の積算値と設定記憶部の設定値
とを比較し流量の判定を行うため、流量計測手段の流量
値が振動の影響を受けてその瞬時値が変動しても流路開
閉手段の誤遮断をなくすことができる。
When the vibration detecting means detects an earthquake, the flow rate determining section compares the integrated value of the integrating section with the set value of the setting storage section to determine the flow rate. Even if the instantaneous value fluctuates due to the influence, erroneous shutoff of the flow path opening / closing means can be eliminated.

【0037】本発明の請求項8にかかる感震遮断装置は
計時手段が計時する一定時間の流量計測手段の計測平均
値を算出する平均算出部と、あらかじめ設定された流量
設定値を記憶する設定記憶部と、前記平均算出部と流量
計測手段と設定記憶部と振動検出手段との出力より流量
の大小を判定する流量判定部と、前記流量判定部と流量
計測手段と振動検出手段の出力より流量開閉手段を制御
する制御部とからなる制御手段を有する。
The seismic isolation device according to claim 8 of the present invention is an average calculating section for calculating a measured average value of the flow rate measuring means for a predetermined time measured by the time measuring means, and a setting for storing a preset flow rate set value. A storage unit, a flow rate determination unit that determines the magnitude of the flow rate from the outputs of the average calculation unit, the flow rate measurement unit, the setting storage unit, and the vibration detection unit; And a control unit for controlling the flow opening / closing means.

【0038】そして、振動検出手段が地震を検出する
と、流量判定部が平均算出部の平均値と設定記憶部の設
定値とを比較し流量の判定を行うため、流量計測手段の
流量値が振動の影響を受けてその瞬時値が変動しても流
路開閉手段の誤遮断をなくすことができる。
When the vibration detecting means detects an earthquake, the flow rate determining section compares the average value of the average calculating section with the set value of the setting storage section to determine the flow rate. Even if the instantaneous value fluctuates under the influence of the above, erroneous shutoff of the flow path opening / closing means can be eliminated.

【0039】本発明の請求項9にかかる感震遮断装置は
複数の流路と、前記流路をそれぞれ開閉する複数個の流
路開閉手段と、少なくとも一つの流路の流量を計測し計
測する流量出力手段と、時間を計時する計時手段と、地
震などの振動を検出する振動検出手段と、前記流量出力
手段、振動検出手段、計時手段からの信号を処理し前記
流路開閉手段を制御する制御手段とからなり、前記制御
手段は流路開閉手段が閉時の流量値を記憶するゼロ点補
正部と、あらかじめ設定された流量設定値を記憶する設
定記憶部と、前記流量計測手段と設定記憶部との出力よ
り流量の大小を判定する流量判定部と、前記流量判定部
と流量計測手段と計時手段と振動検出手段の出力より流
量開閉手段、ゼロ点補正部を制御する制御部とを有す
る。
A seismic isolation device according to a ninth aspect of the present invention measures and measures a plurality of flow paths, a plurality of flow path opening / closing means for respectively opening and closing the flow paths, and a flow rate of at least one flow path. Flow rate output means, time measurement means for measuring time, vibration detection means for detecting vibrations such as earthquakes, and processing of signals from the flow rate output means, vibration detection means, and time measurement means to control the flow path opening / closing means Control means, wherein the control means is a zero point correction unit that stores a flow value when the flow path opening / closing means is closed, a setting storage unit that stores a preset flow rate setting value, and the flow rate measuring means A flow determining unit that determines the magnitude of the flow from the output of the storage unit, a flow opening / closing unit based on the outputs of the flow determining unit, the flow measuring unit, the timing unit, and the vibration detecting unit, and a control unit that controls the zero point correcting unit. Have.

【0040】そして、ゼロ点補正部が制御手段により閉
じた流路開閉手段を開ける直前に、流量計測手段のゼロ
点補正を行うため、遮断時の流量ゼロ時点の流量計測値
を基に以降の流量計測手段のオフセットをキャンセルし
計測精度を向上することができる。
Immediately before the zero point correction unit opens the closed channel opening / closing means by the control means, the zero point correction of the flow rate measurement means is performed. The offset of the flow rate measuring means can be canceled and the measurement accuracy can be improved.

【0041】[0041]

【実施例】以下、本発明の実施例について図面を用いて
説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0042】(実施例1)図1は本発明の実施例1の感
震遮断装置を示すブロック図である。
(Embodiment 1) FIG. 1 is a block diagram showing a seismic isolation device according to Embodiment 1 of the present invention.

【0043】図1において、1a、1bはガス等の流体
の流路であり、2a、2bは流路1a、1bの上流側に
設けられた遮断弁等の流路開閉手段である。3は超音波
素子を用い流路1bを流れる流体の流速により流量を計
測する超音波式の流量計測手段である。5は加速度セン
サ等を用いた地震などの振動を検出する振動検出手段
で、4は流量計測手段3および振動検出手段5からの信
号により流路開閉手段2a、2bを開閉制御する制御手
段である。
In FIG. 1, reference numerals 1a and 1b denote flow paths for fluid such as gas, and reference numerals 2a and 2b denote flow path opening / closing means such as shut-off valves provided upstream of the flow paths 1a and 1b. Numeral 3 is an ultrasonic flow rate measuring means for measuring the flow rate based on the flow velocity of the fluid flowing through the flow path 1b using an ultrasonic element. Reference numeral 5 denotes vibration detecting means for detecting vibrations such as earthquakes using an acceleration sensor or the like. Reference numeral 4 denotes control means for controlling the opening / closing of the flow path opening / closing means 2a, 2b based on signals from the flow rate measuring means 3 and the vibration detecting means 5. .

【0044】次に動作、作用について説明する。流路開
閉手段2a、2bがどちらも開状態である場合、流路1
a、1bの構成上定まる比でそれぞれの流路に流体が流
れる。流量計測手段3は流路1bに流れる流体の流量を
検出するので、流量計測手段3で計測した流量値に流路
1a、1bの流量比を掛けることで全体の流量が求ま
る。例えば流路1a、1bの流量比が1:1であれば全
体の流量値は流量計測手段3で計測した流量値を2倍す
れば求まる。
Next, the operation and operation will be described. When both of the channel opening / closing means 2a and 2b are open, the channel 1
Fluid flows through the respective flow paths at a ratio determined by the configurations of a and 1b. Since the flow rate measuring means 3 detects the flow rate of the fluid flowing through the flow path 1b, the total flow rate is obtained by multiplying the flow rate value measured by the flow rate measuring means 3 by the flow rate ratio of the flow paths 1a and 1b. For example, if the flow ratio of the flow paths 1a and 1b is 1: 1, the total flow value can be obtained by doubling the flow value measured by the flow measuring means 3.

【0045】また、このように流路を2本構成にした場
合は流量計測手段3の計測範囲は全体の1/2程度の流
量を計測が可能であればよい。さらに流量開閉手段2
a、2bは流路の本数に比例して小型の物を使用でき
る。この様な構成で振動検出手段5により振動を検出す
るとその旨の信号を制御手段4に送り、制御手段4はこ
の信号により流量計測手段3を設けた流路1b以外の流
路開閉手段2aを閉じる。流路開閉手段2aが閉じると
流体はすべて流路1bを通り、流量計測手段3において
総流量を計測するようになる。このように地震発生後、
流量計測手段で総流量を計測することで地震によって流
体の漏れが生じたか否かを判断すれば小流量に於いても
精度よく検出できる。
When two flow paths are used in this way, the measurement range of the flow rate measuring means 3 only needs to be able to measure a flow rate of about 1/2 of the whole. Further, a flow opening / closing means 2
For a and 2b, small ones can be used in proportion to the number of channels. When vibration is detected by the vibration detecting means 5 in such a configuration, a signal to that effect is sent to the control means 4, and the control means 4 uses this signal to switch the flow path opening / closing means 2 a other than the flow path 1 b provided with the flow rate measuring means 3. close. When the flow path opening / closing means 2a is closed, all the fluid passes through the flow path 1b, and the flow rate measuring means 3 measures the total flow rate. After the earthquake,
By measuring the total flow rate by the flow rate measuring means to determine whether or not fluid leakage has occurred due to the earthquake, it is possible to accurately detect even a small flow rate.

【0046】(実施例2)図2は本発明の実施例2の感
震遮断装置のブロック図である。
(Embodiment 2) FIG. 2 is a block diagram of a seismic isolation device according to Embodiment 2 of the present invention.

【0047】図2において4cはあらかじめ設定された
流量設定値を記憶する設定記憶部であり、4bは流量計
測手段3と設定記憶部4cとの出力を比較し流量の大小
を判定する流量判定部である。6は時間を計時する計時
手段で、4aは流量判定部4bと流量計測手段3と計時
手段6と振動検出手段5の出力より流量開閉手段2a、
2bを制御する制御部である。
In FIG. 2, reference numeral 4c denotes a setting storage unit for storing a preset flow rate set value. Reference numeral 4b denotes a flow rate determining unit for comparing the outputs of the flow rate measuring means 3 and the setting storage unit 4c to determine the magnitude of the flow rate. It is. Reference numeral 6 denotes a time measuring means for measuring time. Reference numeral 4a denotes a flow rate opening / closing means 2a based on outputs of the flow rate determining unit 4b, the flow rate measuring means 3, the time measuring means 6, and the vibration detecting means 5,
2b is a control unit that controls 2b.

【0048】次に動作、作用について説明する。計時手
段6が計時する計時時間を基に、所定時間が経過したこ
とを制御部4aが認識した状態で、流量計測手段3が計
測する流量値と設定記憶部4cに記憶されている流量設
定値を比較している流量判定部が、流量値が小さいと判
定すると制御部4aが流量計測手段3を設けた流路1b
以外の流路開閉手段2aを閉じる。流路開閉手段2aが
閉じられると、流体はすべて流路1bを通り、流量計測
手段3において小流量の計測を精度よく計測できるよう
になる。
Next, the operation and operation will be described. The flow rate value measured by the flow rate measuring means 3 and the flow rate set value stored in the setting storage section 4c in a state in which the control section 4a recognizes that the predetermined time has elapsed based on the time measured by the time measuring section 6. Is determined by the flow rate determining unit that the flow rate value is small, the control unit 4a controls the flow path 1b provided with the flow rate measuring unit 3.
The other channel opening / closing means 2a is closed. When the flow path opening / closing means 2a is closed, all the fluid passes through the flow path 1b, and the flow rate measurement means 3 can accurately measure a small flow rate.

【0049】(実施例3)図3は本発明の実施例3の感
震遮断装置のブロック図である。
(Embodiment 3) FIG. 3 is a block diagram of a seismic isolation device according to Embodiment 3 of the present invention.

【0050】図3において4dは振動検出手段5が振動
を検出中に流路開閉手段2a、2bを遮断する際の流量
設定値を記憶する第1遮断設定記憶部で、4eは振動が
終了後に計時手段6が計時する所定時間内に流路開閉手
段2a、2bを遮断する際の流量設定値を記憶する第2
遮断設定記憶部であり、第1遮断設定記憶部4dの方が
大きな流量設定値を記憶している。
In FIG. 3, reference numeral 4d denotes a first shutoff setting storage unit for storing a flow rate set value when the flow passage opening / closing means 2a, 2b is shut off while the vibration detecting means 5 is detecting the vibration. A second memory for storing a flow rate set value when the flow path opening / closing means 2a, 2b is shut off within a predetermined time measured by the time keeping means 6
This is a cutoff setting storage unit, and the first cutoff setting storage unit 4d stores a larger flow rate set value.

【0051】4aは第1遮断設定記憶部4dと第2遮断
設定記憶部4eと流量計測手段3と計時手段6と振動検
出手段5の出力より流量開閉手段2a、2bを制御する
制御部である。
Reference numeral 4a denotes a control section for controlling the flow opening / closing means 2a, 2b based on the outputs of the first cut-off setting storage section 4d, the second cut-off setting storage section 4e, the flow rate measuring means 3, the time measuring means 6, and the vibration detecting means 5. .

【0052】次に動作、作用について説明する。振動検
出手段5が振動を検出すると制御部4aは先ず流路開閉
手段2aを閉じ、その後、第1遮断設定記憶部4dの記
憶する設定値と、流量計測手段3が計測した流量値とを
比較し、流量値が大きければ流路開閉手段2bを遮断す
る。そして、振動検出手段5が振動を検出しなくなると
計時手段6がその時点からの経過時間の計時を始める。
また、振動検出手段5が振動を検出なくなった時点から
所定時間経過まで制御部4aは第2遮断設定記憶部4e
の記憶する設定値と、流量計測手段3が計測した流量値
とを比較する。、そしてこの間、流量値が大きければ流
路開閉手段2bを遮断する。このように地震中は、地震
がおさまってから所定期間のしきい値より大きなしきい
値で計測流量値と比較し流路開閉手段2a、2bの遮断
判定を行うため、地震による振動の影響を抑えることが
できる。
Next, the operation and operation will be described. When the vibration detecting unit 5 detects the vibration, the control unit 4a first closes the flow path opening / closing unit 2a, and then compares the set value stored in the first cutoff setting storage unit 4d with the flow value measured by the flow measuring unit 3. If the flow rate value is large, the flow path opening / closing means 2b is shut off. Then, when the vibration detecting means 5 stops detecting the vibration, the time measuring means 6 starts measuring the elapsed time from that point.
Further, the control unit 4a keeps the second cutoff setting storage unit 4e from the time when the vibration detecting means 5 stops detecting the vibration until a predetermined time elapses.
Is compared with the flow rate value measured by the flow rate measuring means 3. During this time, if the flow rate value is large, the flow path opening / closing means 2b is shut off. As described above, during the earthquake, the threshold value greater than the threshold value for a predetermined period after the earthquake has subsided is compared with the measured flow rate value to determine whether the flow path opening / closing means 2a, 2b is shut off. Can be suppressed.

【0053】(実施例4)図4は本発明の実施例4の感
震遮断装置のブロック図である。
(Embodiment 4) FIG. 4 is a block diagram of a seismic isolation device according to Embodiment 4 of the present invention.

【0054】図4において4fは流量計測手段の計測周
期および計測回数を可変する計測制御部である。次に動
作、作用について説明する。振動検出手段5が振動を検
出すると制御部4aは先ず流路開閉手段2aを閉じる。
そして計測制御部4fが流量計測手段3の計測周期を早
め(例えば10秒毎から1秒毎に変更する)、さらに計
測回数を増やす(例えば1回から10回へ変更する)。
この様に地震後、単位時間あたりの流量計測回数を増や
すことにより流量計測の精度を向上することができる。
In FIG. 4, reference numeral 4f denotes a measurement control section for changing the measurement cycle and the number of times of measurement by the flow rate measuring means. Next, the operation and operation will be described. When the vibration detecting unit 5 detects the vibration, the control unit 4a first closes the channel opening / closing unit 2a.
Then, the measurement control unit 4f advances the measurement cycle of the flow rate measuring unit 3 (for example, changes every 10 seconds to every 1 second), and further increases the number of times of measurement (for example, changes from 1 to 10 times).
As described above, the accuracy of the flow rate measurement can be improved by increasing the number of times the flow rate is measured per unit time after the earthquake.

【0055】(実施例5)図5は本発明の実施例5の感
震遮断装置のブロック図である。
(Embodiment 5) FIG. 5 is a block diagram of a seismic isolation device according to Embodiment 5 of the present invention.

【0056】図5において4gは計測制御部4fの計測
周期を初期化する周期初期化部である。
In FIG. 5, reference numeral 4g denotes a cycle initialization unit for initializing the measurement cycle of the measurement control unit 4f.

【0057】次に動作、作用について説明する。振動検
出手段5が振動を検出すると制御部4aは先ず流路開閉
手段2aを閉じると共に、周期初期化部4gが計測制御
部4fの計測周期を初期化する。例えば、計測制御部4
fの計測周期が10秒毎であったとして、計測を行って
から2秒後に振動検出手段5が振動を検出したとする
と、残りの8秒が経過しないと次の流量計測が行われな
いので、制御部4aが流量計測の結果、流量大の時に流
路開閉手段2bを遮断するのが8秒後になってしまう。
これは振動検出手段5が振動検出のタイミングによって
は最大、流量計測周期分(この場合10秒)遅れること
になる。上述のように振動検出手段5が振動を検出し流
路開閉手段2aを閉じると共に、計測周期を初期化する
と直ちに流量計測が行われ、それにより流量大の時に素
早く流路開閉手段2bを遮断することができる。
Next, the operation and operation will be described. When the vibration detecting unit 5 detects the vibration, the control unit 4a first closes the flow path opening / closing unit 2a, and the cycle initialization unit 4g initializes the measurement cycle of the measurement control unit 4f. For example, the measurement control unit 4
Assuming that the measurement cycle of f is every 10 seconds, and the vibration detecting means 5 detects the vibration two seconds after the measurement, the next flow rate measurement is not performed until the remaining eight seconds have elapsed. When the flow rate is measured by the control unit 4a and the flow rate is large, the control unit 4a shuts off the flow path opening / closing means 2b after 8 seconds.
This means that, depending on the timing of the vibration detection by the vibration detection means 5, the maximum is delayed by the flow rate measurement cycle (10 seconds in this case). As described above, the vibration detecting means 5 detects the vibration and closes the flow path opening / closing means 2a, and the flow rate is measured immediately after the measurement cycle is initialized, thereby quickly shutting off the flow path opening / closing means 2b when the flow rate is large. be able to.

【0058】(実施例6)図6は本発明の実施例6の感
震遮断装置のブロック図である。
(Embodiment 6) FIG. 6 is a block diagram of a seismic isolation device according to Embodiment 6 of the present invention.

【0059】図6において4hは計測制御部4fの計測
周期を変更する周期変更部である。次に動作、作用につ
いて説明する。振動検出手段5が振動を検出すると制御
部4aは先ず流路開閉手段2aを閉じる。そして、周期
変更部4hが計測制御部4fの流量計測周期をランダム
に変更する。そして、振動検出手段5が振動を検出なく
なると周期変更部4hが計測制御部4fの流量計測周期
を通常の周期(例えば10秒毎)に戻す。
In FIG. 6, reference numeral 4h denotes a cycle changing unit for changing the measurement cycle of the measurement control unit 4f. Next, the operation and operation will be described. When the vibration detecting unit 5 detects the vibration, the control unit 4a first closes the channel opening / closing unit 2a. Then, the cycle changing unit 4h randomly changes the flow rate measurement cycle of the measurement control unit 4f. When the vibration detecting unit 5 stops detecting the vibration, the cycle changing unit 4h returns the flow rate measurement cycle of the measurement control unit 4f to a normal cycle (for example, every 10 seconds).

【0060】このように地震中の流量計測周期が常時可
変されることで、流量計測手段3の流量値が振動の影響
を受けてその瞬時値が変動しても流路開閉手段2bの誤
遮断をなくすことができる。
Since the flow rate measurement period during an earthquake is constantly varied in this way, even if the flow rate value of the flow rate measuring means 3 is affected by vibration and its instantaneous value fluctuates, the flow path opening / closing means 2b is erroneously shut off. Can be eliminated.

【0061】なお、本実施例では地震中、計測周期を可
変するとしたが周期変更部4hにより周期無限大として
振動検出手段5が振動を検出中、もしくは検出中+所定
の時間の間は流量計測を行わないようにしても、同様に
振動の影響を受け流路開閉手段2bの誤遮断をなくすこ
とができる。
In this embodiment, the measurement period is varied during an earthquake. However, the period is changed to infinity by the period change unit 4h, and the vibration detecting means 5 detects the vibration, or during the detection + flow measurement during the predetermined time. Is not performed, it is also possible to eliminate the erroneous shutoff of the flow path opening / closing means 2b affected by the vibration.

【0062】(実施例7)図7は本発明の実施例7の感
震遮断装置のブロック図である。
(Embodiment 7) FIG. 7 is a block diagram of a seismic isolation device according to Embodiment 7 of the present invention.

【0063】図7において4iは流量計測手段3の計測
値を積算する積算部である。次に動作、作用について説
明する。振動検出手段5が振動を検出すると制御部4a
は先ず流路開閉手段2aを閉じる。そして計時手段6に
信号を送り流路開閉手段2aを閉じてからの経過時間を
計測開始させる。以降、制御部4aは計時手段6を参照
することで前記経過時間を認識する。さらに、流量判定
部4bは振動検出手段5から地震が発生した旨の信号を
受け積算部4iに積算開始の信号を出力し、以降、積算
部4iの積算値と設定記憶部4cに記憶されている設定
値とを比較し流量の大小判定を、制御部4aから所定の
時間が経過したという旨の信号が出力されるまで行う。
所定の時間が経過した場合には流量判定部4bは積算部
4iの積算値との比較を止め、流量計測手段3と設定記
憶部4cに記憶されている設定値とを比較し流量の大小
判定を行う。このように振動検出手段が地震を検出する
とあらかじめ設定された期間、流量判定部が積算部の積
算値と設定記憶部の設定値とを比較し流量の判定を行う
ため、流量計測値の瞬時値で行う場合に比べ流量計測手
段の流量値が振動の影響を受けてその瞬時値が変動して
も流路開閉手段の誤遮断をなくすことができる。
In FIG. 7, reference numeral 4i denotes an integrating section for integrating the measured values of the flow rate measuring means 3. Next, the operation and operation will be described. When the vibration detecting means 5 detects the vibration, the controller 4a
First, the channel opening / closing means 2a is closed. Then, a signal is sent to the timer means 6 to start measuring the elapsed time since the closing of the channel opening / closing means 2a. Thereafter, the control unit 4a recognizes the elapsed time by referring to the clock unit 6. Further, the flow rate determining unit 4b receives a signal indicating that an earthquake has occurred from the vibration detecting means 5 and outputs a signal for starting integration to the integrating unit 4i, and thereafter stores the integrated value of the integrating unit 4i and the setting storage unit 4c. The control unit 4a compares the set value with the set value until the control unit 4a outputs a signal indicating that a predetermined time has elapsed.
When the predetermined time has elapsed, the flow rate determining unit 4b stops comparing the flow rate with the integrated value of the integrating unit 4i, compares the flow rate measuring unit 3 with the set value stored in the setting storage unit 4c, and determines the magnitude of the flow rate. I do. As described above, when the vibration detecting means detects an earthquake, the flow rate determination unit compares the integrated value of the integration unit with the set value of the setting storage unit to determine the flow rate during a preset period, so that the instantaneous value of the flow measurement value is determined. Even if the flow rate value of the flow rate measuring means is affected by vibration and its instantaneous value fluctuates, it is possible to eliminate erroneous shutoff of the flow path opening / closing means as compared with the case of performing the above.

【0064】(実施例8)図8は本発明の実施例8の感
震遮断装置のブロック図である。
(Embodiment 8) FIG. 8 is a block diagram of a seismic isolation device according to Embodiment 8 of the present invention.

【0065】図8において4jは流量計測手段3の平均
値を算出する平均算出部である。次に動作、作用につい
て説明する。振動検出手段5が振動を検出すると制御部
4aは先ず流路開閉手段2aを閉じる。そして計時手段
6に信号を送り流路開閉手段2aを閉じてからの経過時
間を計測開始させる。以降、制御部4aは計時手段6を
参照することで前記経過時間を認識する。さらに流量判
定部4bは振動検出手段5から地震が発生した旨の信号
を受け平均算出部4jに算出開始の信号を出力し、以
降、平均算出部4jの算出平均値と設定記憶部4cに記
憶されている設定値とを比較し流量の大小判定を、制御
部4aから所定の時間が経過したという旨の信号が出力
されるまで行う。所定の時間が経過した場合には流量判
定部4bは平均算出4jの算出平均値との比較を止め、
流量計測手段3と設定記憶部4cに記憶されている設定
値とを比較し流量の大小判定を行う。このように振動検
出手段が地震を検出するとあらかじめ設定された期間、
流量判定部4bが平均算出部4jの積算値と設定記憶部
4cの設定値とを比較し流量の判定を行うため、流量計
測値の瞬時値で行う場合に比べ流量計測手段3の流量値
が振動の影響を受けてその瞬時値が変動しても流路開閉
手段2bの誤遮断をなくすことができる。
In FIG. 8, reference numeral 4j denotes an average calculator for calculating the average value of the flow rate measuring means 3. Next, the operation and operation will be described. When the vibration detecting unit 5 detects the vibration, the control unit 4a first closes the channel opening / closing unit 2a. Then, a signal is sent to the timer means 6 to start measuring the elapsed time since the closing of the channel opening / closing means 2a. Thereafter, the control unit 4a recognizes the elapsed time by referring to the clock unit 6. Further, the flow rate determination unit 4b receives a signal indicating that an earthquake has occurred from the vibration detection unit 5, outputs a signal to start the calculation to the average calculation unit 4j, and thereafter stores the calculated average value of the average calculation unit 4j and the setting storage unit 4c. The control unit 4a compares the set value with the set value until the control unit 4a outputs a signal indicating that a predetermined time has elapsed. When a predetermined time has elapsed, the flow rate determination unit 4b stops comparing the calculated average value of the average calculation 4j with the calculated average value.
The flow rate measuring means 3 is compared with the set value stored in the setting storage section 4c to determine the magnitude of the flow rate. In this way, when the vibration detecting means detects an earthquake,
Since the flow rate determination unit 4b compares the integrated value of the average calculation unit 4j with the set value of the setting storage unit 4c to determine the flow rate, the flow rate value of the flow rate measurement unit 3 is smaller than when the flow rate measurement value is used as an instantaneous value. Even if the instantaneous value fluctuates due to the influence of vibration, it is possible to eliminate erroneous shutoff of the flow path opening / closing means 2b.

【0066】(実施例9)図9は本発明の実施例9の感
震遮断装置のブロック図である。
(Embodiment 9) FIG. 9 is a block diagram of a seismic isolation device according to Embodiment 9 of the present invention.

【0067】図9において4kは制御部4aからの信号
により流量出力手段3が計測した流量値を記憶するゼロ
点補正部である。7は流路1bを流れる流体の流量を計
測し、計測した流量値からゼロ点補正部4kに記憶され
ている流量値を加えて流量判定部4bに出力する流量出
力手段である(但し、流量出力手段3は超音波式により
流量を計測するものでありがその計測した流量値は正負
両方の符号の値をとるものである)。
In FIG. 9, reference numeral 4k denotes a zero-point correction unit for storing a flow value measured by the flow output means 3 based on a signal from the control unit 4a. Reference numeral 7 denotes a flow rate output means for measuring the flow rate of the fluid flowing through the flow path 1b, adding the flow rate value stored in the zero point correction section 4k from the measured flow rate value, and outputting the result to the flow rate determination section 4b (however, the flow rate output means). The output means 3 measures the flow rate by an ultrasonic method, and the measured flow rate value has both positive and negative signs.

【0068】次に動作、作用について説明する。流量出
力手段3は計測した流量値からゼロ点補正部4kに記憶
されている流量値を加えて流量判定部4bに出力すると
ともに、流路開閉手段2a、2bは閉じている時に、ゼ
ロ点補正部からの信号により計測した流量値をゼロ点補
正部に流量値を返すものである。さらにゼロ点補正部の
初期値はゼロである。振動検出手段5が振動を検出する
と制御部4aは先ず流路開閉手段2aを閉じ、流量判定
部4bにより流量出力手段3の出力した流量値と設定記
憶部4cに記憶されている設定値とを比較し流量の大小
判定を行う。判定の結果、流量値が大きければ流路開閉
手段2bを遮断する。さらに制御部4aは計時手段6に
計時開始信号を送り、流路開閉手段2bを遮断してから
の経過時間を計測開始させる。以降、制御部4aは計時
手段6を参照することで前記経過時間を認識する。そし
て流量判定部4bにおいて流量出力手段3の流量値と設
定記憶部4cに記憶されている設定値とを比較し流量の
大小判定を行う。計時手段6が計時する所定時間、流量
が設定値以下であれば流量判定部4bは制御部4aへそ
の旨の信号を送り、制御部4aはゼロ点補正部4kにゼ
ロ点補正の信号を送る。この時点では流路開閉手段2
a、2bは閉じたままであり、ゼロ点補正部4kでは流
量出力手段7に流量値の要求を出し、この流路開閉手段
2a、2bが閉じている時の、流量出力手段3が計測し
た流量値を記憶する。以降、流量出力手段3は計測した
流量値からゼロ点補正部4kに記憶されている流量値を
加えて流量判定部4bに出力する。このように流路開閉
手段2a、2bを閉じているときの計測流量値を以降の
計測流量値に加えることで、本来流量がゼロであるべき
時に計測される流量値(主に流量出力手段7の回路的な
ゼロ点のズレ)を以降の流量計測値から除くことがで
き、流量出力手段7のオフセットをキャンセルできるも
のである。
Next, the operation and operation will be described. The flow rate output means 3 adds the flow rate value stored in the zero point correction section 4k from the measured flow rate value and outputs the result to the flow rate determination section 4b. The flow rate value measured by the signal from the section is returned to the zero point correction section. Further, the initial value of the zero point correction unit is zero. When the vibration detecting unit 5 detects the vibration, the control unit 4a first closes the flow path opening / closing unit 2a, and compares the flow rate value output from the flow rate output unit 3 by the flow rate determining unit 4b with the set value stored in the setting storage unit 4c. The magnitude of the flow rate is determined by comparison. If the result of the determination is that the flow rate value is large, the flow path opening / closing means 2b is shut off. Further, the control unit 4a sends a timekeeping start signal to the timekeeping means 6 to start measuring the elapsed time after the passage opening / closing means 2b is shut off. Thereafter, the control unit 4a recognizes the elapsed time by referring to the clock unit 6. Then, the flow rate determining section 4b compares the flow rate value of the flow rate output means 3 with the set value stored in the setting storage section 4c to determine the magnitude of the flow rate. If the flow rate is equal to or less than the set value for a predetermined time measured by the timing means 6, the flow rate determination unit 4b sends a signal to that effect to the control unit 4a, and the control unit 4a sends a signal for zero point correction to the zero point correction unit 4k. . At this time, the channel opening / closing means 2
a and 2b remain closed, the zero point correction unit 4k issues a request for the flow rate value to the flow rate output means 7, and the flow rate measured by the flow rate output means 3 when the flow path opening / closing means 2a and 2b are closed. Store the value. Thereafter, the flow rate output means 3 adds the flow rate value stored in the zero point correction section 4k from the measured flow rate value and outputs the result to the flow rate determination section 4b. In this way, by adding the measured flow rate value when the flow path opening / closing means 2a, 2b is closed to the subsequent measured flow rate value, the flow rate value measured when the flow rate should be originally zero (mainly the flow rate output means 7) The deviation of the circuit-like zero point) can be removed from the subsequent flow measurement values, and the offset of the flow output means 7 can be canceled.

【0069】なお、本実施例ではゼロ点補正部4kに流
量値を記憶させる時期を地震を検知して、流路開閉手段
2a、2bを遮断し、その復帰時に行うとしたが、経過
時間もしくは流量の計測回数により行うようにしても同
様な効果が得られる。
In the present embodiment, the time when the flow rate value is stored in the zero point correction section 4k is detected when an earthquake is detected, the flow path opening / closing means 2a and 2b are shut off, and the flow is performed when the flow returns. A similar effect can be obtained by performing the measurement based on the number of times the flow rate is measured.

【0070】[0070]

【発明の効果】以上説明したように本発明の請求項1に
係る感震遮断装置は、流路を複数にしてその内の一つの
流路の流量を計測することで、流量計測手段を小型化で
き、地震発生後、流量計測手段を設けた流路以外の流路
を閉じて流量計測手段の設置された流路のみで流量を計
測するため、計測精度のよい流量計測をすることができ
るという効果がある。
As described above, the seismic isolation device according to the first aspect of the present invention uses a plurality of flow paths and measures the flow rate of one of the flow paths to reduce the flow rate measuring means. After the occurrence of an earthquake, since the flow paths other than the flow path provided with the flow rate measuring means are closed and the flow rate is measured only with the flow path provided with the flow rate measuring means, the flow rate can be measured with high measurement accuracy. This has the effect.

【0071】また、請求項2に係る感震遮断装置は、流
量が少ないときに流量計測の精度を向上できるため、微
小流量の長期間の漏れの検知を行うことができるという
効果がある。
Further, the seismic isolation device according to the second aspect can improve the accuracy of flow measurement when the flow rate is small, so that it is possible to detect a long-term leak of a minute flow rate.

【0072】また、請求項3に係る感震遮断装置は、地
震中は、地震がおさまってから所定期間に行う流量判定
のしきい値より大きなしきい値でもって計測流量との比
較をし、流路開閉手段2a、2bの遮断判定を行うた
め、地震による振動の影響を抑えることができるという
効果がある。
Further, the seismic isolation device according to claim 3 compares the measured flow rate with a threshold value larger than the threshold value for flow rate determination performed during a predetermined period after the earthquake has subsided during the earthquake, Since the cutoff of the flow passage opening / closing means 2a, 2b is determined, the effect of vibration due to an earthquake can be suppressed.

【0073】また、請求項4に係る感震遮断装置は振動
検出手段5が地震を検出後、制御部4aにより流量計測
手段3を設けた流路1b以外の流路開閉手段2aを閉
じ、計測制御部4fが流量計測手段3の計測周期を早
め、さらに回数を増やすため、地震時の少ない流量検知
の精度を向上することができるという効果がある。
Further, in the seismic isolation device according to the fourth aspect, after the vibration detecting means 5 detects the earthquake, the control section 4a closes the flow path opening / closing means 2a other than the flow path 1b provided with the flow rate measuring means 3, and performs measurement. Since the control unit 4f hastens the measurement cycle of the flow rate measuring means 3 and further increases the number of times, there is an effect that the accuracy of the flow rate detection at the time of an earthquake can be improved.

【0074】また、請求項5に係る感震遮断装置は振動
検出手段5により振動を検出した場合に、周期初期化部
4gが流量計測手段3の計測周期を初期化するため、地
震発生後直ちに流量計測を行い流路開閉手段2a、2b
を素早く遮断することができるという効果がある。
Further, in the seismic isolation device according to claim 5, when the vibration is detected by the vibration detecting means 5, the cycle initializing section 4g initializes the measuring cycle of the flow rate measuring means 3, so that immediately after the occurrence of the earthquake. Flow rate measurement means 2a, 2b
There is an effect that can be shut off quickly.

【0075】また、請求項6に係る感震遮断装置は振動
検出手段5により振動を検出した場合に、周期変更部4
hが流量計測手段3の計測周期を変更するため、流量計
測手段3の流量値が振動の影響を受けてその瞬時値が変
動しても流路開閉手段2bの誤遮断をなくすことができ
るという効果がある。
Further, when the vibration detecting means 5 detects a vibration, the seismic isolation device according to the sixth aspect changes the period changing section 4.
Since h changes the measurement cycle of the flow rate measuring means 3, even if the flow rate value of the flow rate measuring means 3 is affected by vibration and its instantaneous value fluctuates, it is possible to eliminate erroneous shutoff of the flow path opening / closing means 2b. effective.

【0076】また、請求項7に係る感震遮断装置は振動
検出手段5が地震を検出すると、流量判定部4bが積算
部4jの積算値と設定記憶部4cの設定値とを比較し流
量の判定を行うため、流量計測手段3の流量値が振動の
影響を受けてその瞬時値が変動しても流路開閉手段2
a、2bの誤遮断をなくすことができるという効果があ
る。
Further, in the seismic isolation device according to claim 7, when the vibration detecting means 5 detects an earthquake, the flow rate determining section 4b compares the integrated value of the integrating section 4j with the set value of the setting storage section 4c to determine the flow rate. In order to perform the determination, even if the flow rate value of the flow rate measuring means 3 is influenced by vibration and the instantaneous value fluctuates, the flow path opening / closing means 2
This has the effect that erroneous shut-off of a and 2b can be eliminated.

【0077】また、請求項8に係る感震遮断装置は振動
検出手段5が地震を検出すると、流量判定部4bが平均
算出部4jの平均値と設定記憶部4cの設定値とを比較
し流量の判定を行うため、流量計測手段3の流量値が振
動の影響を受けてその瞬時値が変動しても流路開閉手段
2a、2bの誤遮断をなくすことができるという効果が
ある。
Further, in the seismic isolation device according to claim 8, when the vibration detecting means 5 detects an earthquake, the flow rate determination section 4b compares the average value of the average calculation section 4j with the set value of the setting storage section 4c and determines the flow rate. Therefore, even if the instantaneous value of the flow rate value fluctuates due to the influence of the vibration, the erroneous shutoff of the flow path opening / closing means 2a, 2b can be eliminated.

【0078】また、請求項9に係る感震遮断装置はゼロ
点補正部4kが流路開閉手段2a、2bが閉じている時
の、流量出力手段3が計測した流量値を記憶して、以
降、流量出力手段3は計測した流量値からゼロ点補正部
4kに記憶されている流量値を加えて流量判定部4bに
出力するようにしているので、本来流量がゼロであるべ
き時に計測される流量値(主に流量出力手段7の回路的
なゼロ点のズレ)を以降の流量計測値から除くことがで
き、流量出力手段7のオフセットをキャンセルできると
いう効果がある。
In the seismic isolation device according to the ninth aspect, the zero point correction unit 4k stores the flow rate value measured by the flow rate output means 3 when the flow path opening / closing means 2a, 2b is closed. Since the flow rate output means 3 adds the flow rate value stored in the zero point correction section 4k from the measured flow rate value and outputs the result to the flow rate determination section 4b, the flow rate is measured when the flow rate should originally be zero. The flow rate value (mainly, the deviation of the zero point in the circuit of the flow rate output means 7) can be excluded from the subsequent flow rate measurement values, and the offset of the flow rate output means 7 can be canceled.

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

【図1】本発明の実施例1における感震遮断装置のブロ
ック図
FIG. 1 is a block diagram of a seismic isolation device according to a first embodiment of the present invention.

【図2】本発明の実施例2における感震遮断装置のブロ
ック図
FIG. 2 is a block diagram of a seismic isolation device according to a second embodiment of the present invention.

【図3】本発明の実施例3における感震遮断装置のブロ
ック図
FIG. 3 is a block diagram of a seismic isolation device according to a third embodiment of the present invention.

【図4】本発明の実施例4における感震遮断装置のブロ
ック図
FIG. 4 is a block diagram of a seismic isolation device according to a fourth embodiment of the present invention.

【図5】本発明の実施例5における感震遮断装置のブロ
ック図
FIG. 5 is a block diagram of a seismic isolation device according to Embodiment 5 of the present invention.

【図6】本発明の実施例6における感震遮断装置のブロ
ック図
FIG. 6 is a block diagram of a seismic isolation device according to a sixth embodiment of the present invention.

【図7】本発明の実施例7における感震遮断装置のブロ
ック図
FIG. 7 is a block diagram of a seismic isolation device according to a seventh embodiment of the present invention.

【図8】本発明の実施例8における感震遮断装置のブロ
ック図
FIG. 8 is a block diagram of a seismic isolation device according to an eighth embodiment of the present invention.

【図9】本発明の実施例9における感震遮断装置のブロ
ック図
FIG. 9 is a block diagram of a seismic isolation device according to a ninth embodiment of the present invention.

【図10】従来の感震遮断装置のブロック図FIG. 10 is a block diagram of a conventional seismic isolation device.

【図11】従来の超音波流量計のブロック図FIG. 11 is a block diagram of a conventional ultrasonic flow meter.

【符号の説明】[Explanation of symbols]

3 流量計測手段 4 制御手段 4a 制御部 4b 流量判定部 4c 設定記憶部 5 振動検出手段 6 計時手段 3 Flow rate measuring means 4 Control means 4a Control section 4b Flow rate determining section 4c Setting storage section 5 Vibration detecting means 6 Clocking means

Claims (9)

【特許請求の範囲】[Claims] 【請求項1】複数の流路と、前記流路をそれぞれ開閉す
る複数個の流路開閉手段と、少なくとも一つの流路の流
量を計測する流量計測手段と、地震などの振動を検出す
る振動検出手段と、前記流量計測手段、振動検出手段か
らの信号を処理し前記流路開閉手段を制御する制御手段
とからなり、振動検出手段により振動を検出した場合
に、制御手段により流量計測手段を設けた流路以外の流
路開閉手段を閉じる感震遮断装置。
A plurality of flow paths; a plurality of flow path opening / closing means for respectively opening / closing the flow paths; a flow rate measuring means for measuring a flow rate of at least one flow path; and a vibration detecting vibration such as an earthquake. Detecting means, the flow rate measuring means, a control means for processing the signal from the vibration detecting means and controlling the flow path opening and closing means, when the vibration is detected by the vibration detecting means, the flow rate measuring means by the control means A seismic isolation device that closes the channel opening / closing means other than the provided channel.
【請求項2】複数の流路と、前記流路をそれぞれ開閉す
る複数個の流路開閉手段と、少なくとも一つの流路の流
量を計測する流量計測手段と、時間を計時する計時手段
と、地震などの振動を検出する振動検出手段と、前記流
量計測手段、振動検出手段、計時手段からの信号を処理
し前記流量開閉手段を制御する制御手段とを有し、前記
制御手段はあらかじめ設定された流量設定値を記憶する
設定記憶部と、前記流量計測手段と設定記憶部との出力
より流量の大小を判定する流量判定部と、前記流量判定
部と流量計測手段と計時手段と振動検出手段の出力より
流量開閉手段を制御する制御部とからなる感震遮断装
置。
2. A plurality of flow paths, a plurality of flow path opening / closing means for respectively opening and closing the flow paths, a flow rate measuring means for measuring a flow rate of at least one flow path, a time measuring means for measuring time, Vibration detecting means for detecting vibrations such as earthquakes, and a control means for processing the signal from the flow rate measuring means, the vibration detecting means, the timing means and controlling the flow rate opening and closing means, wherein the control means is set in advance A setting storage unit for storing the flow rate set value, a flow determining unit for determining the magnitude of the flow rate from the output of the flow measuring unit and the setting storing unit, the flow determining unit, the flow measuring unit, the timing unit, and the vibration detecting unit. And a control unit for controlling the flow opening / closing means based on the output of the sensor.
【請求項3】制御手段は振動検出手段が振動を検出中に
流路開閉手段を遮断する際の流量設定値を記憶する第1
遮断設定記憶部と、振動が終了後に計時手段が計時する
所定時間内に流路開閉手段を遮断する際の流量設定値を
記憶する第2遮断設定記憶部と、前記第1遮断設定記憶
部と第2遮断設定記憶部と流量計測手段と振動検出手段
と計時手段からの出力より流量開閉手段を制御する制御
部とからなる請求項2記載の感震遮断装置。
3. The first control means stores a flow rate set value when the flow path opening / closing means is shut off while the vibration detection means detects vibration.
A shutoff setting storage unit, a second shutoff setting storage unit that stores a flow rate setting value when the flow passage opening / closing unit is shutoff within a predetermined time period counted by the timer unit after the vibration is completed, and the first shutoff setting storage unit. 3. The seismic isolation device according to claim 2, further comprising a second interruption setting storage unit, a flow measurement unit, a vibration detection unit, and a control unit that controls the flow opening / closing unit based on an output from the time measurement unit.
【請求項4】複数の流路と、前記流路をそれぞれ開閉す
る複数個の流路開閉手段と、少なくとも一つの流路の流
量を計測する流量計測手段と、地震などの振動を検出す
る振動検出手段と、前記流量計測手段、振動検出手段か
らの信号を処理し前記流路開閉手段を制御する制御手段
とを有し、制御手段は流量計測手段の計測周期及び回数
を制御する計測制御部と、流量計測手段と振動検出手段
からの出力により流路開閉手段と計測制御部を制御する
制御部とからなる感震遮断装置。
4. A plurality of flow paths, a plurality of flow path opening / closing means for respectively opening and closing the flow paths, a flow rate measuring means for measuring a flow rate of at least one flow path, and a vibration detecting vibration such as an earthquake. A detection means, and a control means for processing the signals from the flow rate measurement means and the vibration detection means and controlling the flow path opening / closing means, wherein the control means controls a measurement cycle and the number of times of the flow rate measurement means And a control unit for controlling the flow path opening / closing means and the measurement control unit based on outputs from the flow rate measuring means and the vibration detecting means.
【請求項5】制御手段は計測制御部の計測周期を初期化
する周期初期化部を有し、振動検出手段により振動を検
出した場合に、流量計測手段の計測周期を初期化する請
求項4記載の感震遮断装置。
5. The control means has a cycle initialization part for initializing the measurement cycle of the measurement control part, and when the vibration is detected by the vibration detection means, the measurement cycle of the flow rate measurement means is initialized. The seismic isolation device described.
【請求項6】制御手段は計測制御部の計測周期を変更す
る周期変更部を有し、振動検出手段により振動を検出し
た場合に、流量計測手段の計測周期を可変する請求項4
記載の感震遮断装置。
6. The control means has a cycle changing section for changing the measurement cycle of the measurement control section, and changes the measurement cycle of the flow rate measuring means when the vibration is detected by the vibration detecting means.
The seismic isolation device described.
【請求項7】制御手段は流量計測手段の計測値を積算す
る積算部と、あらかじめ設定された流量設定値を記憶す
る設定記憶部と、前記積算部と流量計測手段と設定記憶
部と振動検出手段との出力より流量の大小を判定する流
量判定部と、前記流量判定部と流量計測手段と計時手段
と振動検出手段の出力より流量開閉手段を制御する制御
部とからなる請求項2記載の感震遮断装置。
7. The control means includes an integrating section for integrating the measured value of the flow rate measuring means, a setting storage section for storing a preset flow rate set value, the integrating section, the flow rate measuring means, the setting storing section, and a vibration detecting section. 3. A flow rate judging section for judging a magnitude of a flow rate from an output of the means, and a control section for controlling a flow rate opening / closing means based on outputs of the flow rate judging section, the flow rate measuring means, the timing means, and the vibration detecting means. Seismic isolation device.
【請求項8】制御手段は計時手段が計時する一定時間の
流量計測手段の計測平均値を算出する平均算出部と、あ
らかじめ設定された流量設定値を記憶する設定記憶部
と、前記平均算出部と流量計測手段と設定記憶部と振動
検出手段との出力より流量の大小を判定する流量判定部
と、前記流量判定部と流量計測手段と振動検出手段の出
力より流量開閉手段を制御する制御部とからなる請求項
2記載の感震遮断装置。
8. An average calculating section for calculating a measured average value of the flow rate measuring means for a certain period of time measured by the timer means, a setting storing section for storing a preset flow rate set value, and the average calculating section. A flow rate determining unit that determines the magnitude of the flow rate based on the outputs of the flow rate measuring unit, the setting storage unit, and the vibration detecting unit; and a control unit that controls the flow rate opening / closing unit based on the outputs of the flow rate determining unit, the flow rate measuring unit, and the vibration detecting unit. The seismic isolation device according to claim 2, comprising:
【請求項9】複数の流路と、前記流路をそれぞれ開閉す
る複数個の流路開閉手段と、少なくとも一つの流路の流
量を計測し計測する流量出力手段と、時間を計時する計
時手段と、地震などの振動を検出する振動検出手段と、
前記流量出力手段、振動検出手段、計時手段からの信号
を処理し前記流路開閉手段を制御する制御手段とからな
り、前記制御手段は流路開閉手段が閉時の流量値を記憶
するゼロ点補正部と、あらかじめ設定された流量設定値
を記憶する設定記憶部と、前記流量計測手段と設定記憶
部との出力より流量の大小を判定する流量判定部と、前
記流量判定部と流量計測手段と計時手段と振動検出手段
の出力より流量開閉手段、ゼロ点補正部を制御する制御
部とからなる感震遮断装置。
9. A plurality of flow paths, a plurality of flow path opening / closing means for respectively opening / closing the flow paths, a flow rate output means for measuring and measuring a flow rate of at least one flow path, and a timing means for measuring time. And vibration detection means for detecting vibrations such as earthquakes,
The flow rate output means, the vibration detection means, and a control means for processing the signal from the timing means and controlling the flow path opening / closing means, wherein the control means stores a flow rate value when the flow path opening / closing means is closed. A correction unit, a setting storage unit that stores a preset flow rate set value, a flow determination unit that determines the magnitude of the flow rate from the output of the flow measurement unit and the setting storage unit, the flow determination unit, and a flow measurement unit A seismic isolation device comprising: a flow opening / closing unit based on the output of a timing unit and a vibration detecting unit; and a control unit for controlling a zero point correction unit.
JP8848198A 1998-04-01 1998-04-01 Seismic cutoff device Expired - Fee Related JP3882328B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8848198A JP3882328B2 (en) 1998-04-01 1998-04-01 Seismic cutoff device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8848198A JP3882328B2 (en) 1998-04-01 1998-04-01 Seismic cutoff device

Publications (2)

Publication Number Publication Date
JPH11287690A true JPH11287690A (en) 1999-10-19
JP3882328B2 JP3882328B2 (en) 2007-02-14

Family

ID=13943994

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8848198A Expired - Fee Related JP3882328B2 (en) 1998-04-01 1998-04-01 Seismic cutoff device

Country Status (1)

Country Link
JP (1) JP3882328B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001330489A (en) * 2000-05-23 2001-11-30 Matsushita Electric Ind Co Ltd Gas cutting-off apparatus
JP2002243512A (en) * 2001-02-16 2002-08-28 Matsushita Electric Ind Co Ltd Flow rate measuring device

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020195691A1 (en) 2019-03-28 2020-10-01 Ntn株式会社 State monitoring system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001330489A (en) * 2000-05-23 2001-11-30 Matsushita Electric Ind Co Ltd Gas cutting-off apparatus
JP2002243512A (en) * 2001-02-16 2002-08-28 Matsushita Electric Ind Co Ltd Flow rate measuring device

Also Published As

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