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JP5476656B2 - Urination information measuring device - Google Patents

Urination information measuring device Download PDF

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JP5476656B2
JP5476656B2 JP2007010633A JP2007010633A JP5476656B2 JP 5476656 B2 JP5476656 B2 JP 5476656B2 JP 2007010633 A JP2007010633 A JP 2007010633A JP 2007010633 A JP2007010633 A JP 2007010633A JP 5476656 B2 JP5476656 B2 JP 5476656B2
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water
water level
measurement
water supply
level
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JP2008175000A5 (en
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洋式 山▲崎▼
一幸 渡邊
祐一 古田
智幸 橋本
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Toto Ltd
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  • Bidet-Like Cleaning Device And Other Flush Toilet Accessories (AREA)
  • Measurement Of Levels Of Liquids Or Fluent Solid Materials (AREA)
  • Measurement Of The Respiration, Hearing Ability, Form, And Blood Characteristics Of Living Organisms (AREA)

Description

本発明は、下水配管に接続されたトラップ管路と、サイホン現象を誘引するゼット吐水流を生じさせるために前記トラップ管路に設けられたゼット吐水手段とを有し、サイホン現象によって前記ボール内の溜水を排出する便器を用いた排尿情報測定装置において、
特に下水配管に接続された便器の衛生性を確保しつつ適切な測定開始水位を創成し、排尿情報測定準備時間に関して使用者が使い勝手の低下を感じさせないことに好適な排尿情報測定装置の制御方法に関する発明である。
The present invention includes a trap pipe connected to a sewage pipe and a jet water discharge means provided in the trap pipe to generate a jet water discharge that induces a siphon phenomenon. In the urine information measuring device using the toilet that discharges the accumulated water,
In particular, the control method of the urine information measuring device is suitable for creating an appropriate measurement start water level while ensuring the hygiene of the toilet connected to the sewage pipe, and not causing the user to feel a decrease in usability regarding the urination information measurement preparation time. It is invention regarding.

従来の排尿情報測定装置では、排尿前にボール内の溜水水位をトラップ管路の溢流水位より所定量低い水位に下げた後にボール内に排尿を行なって、排尿前後の溜水水位差を計測することによって尿量をはじめとする各種の排尿情報の測定を行なっている(例えば、特許文献1参照)。  In the conventional urination information measuring device, before the urination, the water level in the ball is lowered to a level lower than the overflow water level in the trap pipe by a predetermined amount, and then urination is carried out in the ball. By measuring, various urination information including urine volume is measured (for example, refer to Patent Document 1).
このような場合、ボールを収集容器として利用することによって、排尿方向に個人差があっても排泄される全ての尿を回収できるため、性別や個人差に関係なく容易に排尿情報が測定できる反面、測定開始水位を創成するための準備動作に時間を要し、使用者にとってはこの準備動作が完了する間の時間が測定待ち時間となり、使い勝手が悪いという問題があった。In such cases, by using the ball as a collection container, it is possible to collect all urine excreted even if there are individual differences in the direction of urination, so urination information can be easily measured regardless of gender or individual differences. The preparation operation for creating the measurement start water level takes time, and there is a problem for the user that the time during which this preparation operation is completed becomes a measurement waiting time and the usability is poor.

そのため、測定のために使用者が便器内に排泄した排泄物を下水配管に排出した後に、トラップ内に再び封水を形成するために行なうリム給水動作時に、従来のトラップ溢流水位より低いの所定水位で停止したまま待機して次回の測定時の測定開始水位とすることによって、測定開始時のこの準備動作を不要とするものもある(例えば、特許文献2参照。)。
しかし、この場合もリム給水の水路開閉手段の動作特性に個体差があるため、排尿情報測定装置毎に個別調整が不可欠であること、また個別調整を実施しても現場の給水圧条件に変動があると、目標としている所定水位に測定開始水位を創成することができない。このように測定開始水位が変動すると、測定可能範囲量が変動するという問題があった。特に溜水の封水深が浅くなった場合には、下水配管内で発生した圧力変動でトラップの破封が発生し、トイレ内に悪臭が侵入する恐れもあった。
Therefore, after discharging the waste excreted in the toilet for measurement into the sewage pipe, it is lower than the conventional trap overflow water level during the rim water supply operation to form the sealed water again in the trap In some cases, this preparatory operation at the start of measurement is not required by waiting at a predetermined water level and setting the measurement start water level at the next measurement (see, for example, Patent Document 2).
However, in this case as well, there are individual differences in the operating characteristics of the rim water supply channel opening and closing means, so individual adjustments are indispensable for each urine information measuring device, and even if individual adjustments are made, the on-site water pressure conditions vary. If there is, the measurement start water level cannot be created at the target predetermined water level. Thus, when the measurement start water level fluctuates, there is a problem that the measurable range amount fluctuates. In particular, when the sealed depth of the stored water becomes shallow, the trap breakage occurs due to the pressure fluctuation generated in the sewage pipe, and there is a possibility that a bad smell enters the toilet.

特開2005−009945号公報JP 2005-009945 A 特開2006−126165号公報JP 2006-126165 A

本発明は、上記問題を解決するためになされたもので、本発明の課題は簡便な構成で測定開始水位を精度良く、短時間で創成する方法を示すものである。   The present invention has been made to solve the above problems, and an object of the present invention is to provide a method for creating a measurement start water level with a simple configuration with high accuracy and in a short time.

上記目的を達成するために請求項1記載の発明によれば、
内面に水を溜水として貯留して被験者の排泄物を受けるボールと、前記ボールを下水配管に接続するとともに前記溜水が前記下水配管との空気の流通を遮断する封水を形成するトラップ管路と、水源からの水を前記ボールの上縁部に設けられたリム吐水口へと向かうリム給水管路と、前記ボールの下部に設けられたゼット吐水口へと向かうゼット給水管路とに分岐する給水管路分岐手段と、前記ゼット給水管路に設けられ、水源から供給される水を貯留する給水貯留手段と、前記給水貯留手段に貯留されている貯留水を電気的駆動力によって前記ボール内に搬送する貯留水搬送手段と、前記溜水の水位を測定を開始する水位である測定開始水位に形成する測定開始水位形成手段と、前記溜水の水位を計測する溜水水位計測手段と、被験者の排泄物によって前記測定開始水位から変化する溜水の水位を前記溜水水位計測手段によって計測して得られる水位値に基づいて前記排泄物の排泄量を求める排尿情報算出手段と、を備えた排尿情報測定装置において、前記貯留水搬送手段は、搬送する水の単位時間当たりの量である給水率が変更可能であり、前記測定開始水位形成手段は、前記ボール内の溜水をサイホン現象によって前記トラップ管路外に排出可能なレベルの前記給水率に前記貯留水搬送手段の動作を制御する第1搬送制御モードと、前記ボール内に溜水を形成可能なレベルの前記給水率に前記貯留水搬送手段の動作を制御する第2搬送制御モードと、を有した測定開始水位形成制御手段を備え、前記第1搬送制御モードを実行して前記ボール内の溜水を前記トラップ管路外に排出した後に、前記第2搬送制御モードを実行することによって前記測定開始水位を形成することを特徴とすることにより排泄物を下水配管に排出するための便器洗浄構成と、測定開始水位形成のための構成を制御方法の違いだけで兼用させられるため、水路構成の総コストを安く、かつコンパクトな構成とすることを可能とした。
In order to achieve the above object, according to the first aspect of the present invention,
A ball that stores water on the inner surface as reservoir water and receives the excrement of the subject, and a trap tube that connects the ball to a sewage pipe and forms a sealed water that blocks the air flow from the sewage pipe. A rim water supply line that leads water from a water source to a rim water discharge port provided at the upper edge of the ball, and a Zet water supply line that extends to a jet water discharge port provided at the lower part of the ball. The water supply pipe branching means for branching, the water supply storage means for storing the water supplied from the water source , provided in the jet water supply pipe, and the stored water stored in the water supply storage means by the electric driving force Reserved water transport means for transporting into the ball, measurement start water level forming means for forming a measurement start water level that is a water level for starting measurement of the water level of the stored water, and stored water level measuring means for measuring the water level of the stored water And subject's exclusion Urination information calculation means comprising: urination information calculation means for obtaining an excretion amount of the excrement based on a water level value obtained by measuring the water level of the accumulated water that is changed from the measurement start water level by an object by the stored water level measurement means in the measurement apparatus, the accumulated water conveying means is a water supply rate is changed available-is the amount per unit time of the water to be transported, the measurement start level forming means, wherein the reservoir water in the bowl by siphon effect A first transfer control mode for controlling the operation of the stored water transfer means at a water supply rate at a level that can be discharged out of the trap pipe; and the stored water at a water supply rate at a level at which water can be formed in the ball. A measurement start water level formation control means having a second transfer control mode for controlling the operation of the transfer means, and executing the first transfer control mode to remove the accumulated water in the ball outside the trap pipeline. A toilet cleaning structure for discharging excrement to the sewage pipe by forming the measurement start water level by executing the second transfer control mode, and a measurement start water level formation. This configuration can be used only by the difference in the control method, so that the total cost of the channel configuration can be reduced and the configuration can be made compact.

また、請求項記載の発明のよれば、
前記測定開始水位が、前記トラップ管路の破封水位より高く、且つ、溢流水位よりも低い所定水位であることを特徴とすることにより、
測定中は溜水が下水配管との空気の流通を遮断する封水の役割を果たすため、簡単な構成でトイレ内の衛生性を確保することができる。
According to the invention of claim 2 ,
The measurement start water level is a predetermined water level that is higher than the breaking water level of the trap pipe and lower than the overflow water level,
During measurement, the stored water plays a role of sealing water that blocks the air flow with the sewage pipe, so that the hygiene in the toilet can be secured with a simple configuration.

本発明によれば、便器として必要な便器洗浄のための構成を、排尿情報測定に必要な工程である測定開始水位形成に兼用させられるため、排尿情報測定装置の総コストが安くなる。   According to the present invention, since the configuration for toilet flushing necessary as a toilet is also used for measurement start water level formation, which is a process necessary for urination information measurement, the total cost of the urination information measurement device is reduced.

また、測定開始水位を短時間で創成できるため、使用者は測定に際して使い勝手が良い。また測定開始水位が正確に創成されるため、測定性能を安定して期待できるだけでなく、トイレとしても衛生的な使用が期待できることになる。
In addition, since the measurement start water level can be created in a short time, the user can easily use the measurement. Moreover, since the measurement start water level is created accurately, not only can the measurement performance be stably expected, but also hygienic use can be expected as a toilet.

図1は本発明を実施した第1の実施例における排尿情報測定装置全体を示す斜視図である。図1を使用して、本実施例における排尿情報測定装置の全体構成について以下に述べる。   FIG. 1 is a perspective view showing the entire urination information measuring apparatus in the first embodiment of the present invention. The overall configuration of the urination information measuring apparatus according to the present embodiment will be described below with reference to FIG.

本実施例における排尿情報測定装置1は、便器洗浄機能などの通常の便器機能を備えた大便器4と、大便器4に一体的に組み込まれた衛生洗浄装置7と、大便器4の背後に設置されたキャビネット18と、構成を収納したと、
被験者がそれらの各種の動作を指示する操作を行なったり、得られた測定結果等を表示するために壁に設けられた操作・排泄される尿の一部を直接採取して含まれる表示部70とで構成されている。
The urination information measuring device 1 in the present embodiment includes a toilet 4 having a normal toilet function such as a toilet cleaning function, a sanitary cleaning device 7 integrated in the toilet 4, and behind the toilet 4. With the cabinet 18 installed and the configuration stored,
A display unit 70 that directly collects and includes a part of the operation / excretion urine provided on the wall in order for the test subject to perform operations for instructing those various operations and to display the obtained measurement results and the like. It consists of and.

大便器4は陶器製でありボールの上部には樹脂製の便座171及び便ふた172が回動自在に取り付けられている。また、本形態では、排泄する尿の特定成分の濃度等を測定するために排泄される尿の一部を直接採取する採尿手段91がボールの上縁部に設置されている。   The toilet 4 is made of earthenware, and a resin toilet seat 171 and a toilet lid 172 are rotatably attached to the upper part of the ball. Further, in this embodiment, urine collecting means 91 for directly collecting a part of excreted urine in order to measure the concentration of a specific component of excreted urine is installed on the upper edge of the ball.

採尿手段91は、便器ボール内に伸出する採尿アーム312と、尿を直接受けてその一部を採取するために採尿アーム312先端に取り付けられた採尿容器911と、採尿アーム312の進退移動を行う駆動手段や採尿容器911内に採取される尿を吸引して尿成分測定部9に移送する機構を備えた駆動・移送部913と、を備えている。   The urine collection means 91 includes a urine collection arm 312 that extends into the toilet bowl, a urine collection container 911 that is attached to the distal end of the urine collection arm 312 to directly receive urine and collect a part thereof, and the urine collection arm 312 moves forward and backward. And a drive / transfer section 913 having a mechanism for sucking and transferring the urine collected in the urine collection container 911 to the urine component measuring section 9.

キャビネット18の内部には、被験者が大便器4に排泄する尿の量である尿量や単位時間当たりの排泄速度である尿流率等の尿量情報の測定を行うために溜水の水位変化を計測する機構部等を備えた尿量計測部50と、尿量計測部50の動作制御や情報処理等を行う尿量計測制御部60と、採尿手段91から送られてくる尿中の特定成分濃度等を計測する尿成分測定部9と、が収納されている。 Inside the cabinet 18 is a change in the level of the stored water in order to measure urine volume information such as the urine volume that is excreted by the subject into the toilet 4 and the urine flow rate that is the excretion rate per unit time. A urine volume measurement unit 50 having a mechanism unit for measuring the urine volume, a urine volume measurement control unit 60 that performs operation control, information processing, and the like of the urine volume measurement unit 50, and specification in urine sent from the urine collection means 91 A urine component measuring unit 9 for measuring the component concentration and the like is housed.

操作・表示部70は、排尿情報測定用のリモコン72と、衛生洗浄装置操作用のリモコン71と、排尿情報測定結果等を出力するプリンター73とを備えている。   The operation / display unit 70 includes a remote controller 72 for measuring urination information, a remote controller 71 for operating the sanitary washing device, and a printer 73 that outputs urine information measurement results and the like.

リモコン72は被験者がトレイに入室し、排尿情報を測定する時に操作するもので、測定開始を指示する測定開始スイッチと、排尿が終了したことを指示する排尿終了スイッチとが設置されている。さらに、リモコン72には被験者の測定履歴などの個人情報を取得するために必要な個人別スイッチやIDカードの読み込み手段等の個人認証手段、及び、電子データの入出力装置等が設けられている。   The remote controller 72 is operated when the subject enters the tray and measures urination information, and is provided with a measurement start switch for instructing the start of measurement and a urination end switch for instructing the end of urination. Further, the remote controller 72 is provided with personal authentication means such as individual switches and ID card reading means necessary for obtaining personal information such as the measurement history of the subject, and an input / output device for electronic data. .

測定結果はプリンター73を使用して被験者に開示されるようになっているが、リモコン72の表示部で被験者に開示しても良い。さらにまた、本排尿情報測定装置を医療機関に設置した場合は、複数の被験者データを看護師が所定の時刻にリモコン72を操作して、プリンター73からデータを取り出すことも考えられる。   The measurement result is disclosed to the subject using the printer 73, but may be disclosed to the subject on the display unit of the remote controller 72. Furthermore, when this urination information measuring device is installed in a medical institution, it is also conceivable that the nurse takes out a plurality of subject data by operating the remote controller 72 at a predetermined time and taking out the data from the printer 73.

施工時やメンテナンス実施時の操作は、リモコン71またはリモコン72のスイッチに所定手順の操作を実施することで切替設定されるようになっている。切替方法としては、所定のスイッチを長時間押したりするものであり、施工時やメンテナンス実施時のみに実施される行為としては、溜水水位と溜水量の検量関係を記憶させたり、導圧配管に水を充填させるような行為である。   The operation at the time of construction or maintenance is switched and set by performing a predetermined procedure on the switch of the remote controller 71 or the remote controller 72. As a switching method, a predetermined switch is pressed for a long time, and as an action to be performed only during construction or maintenance, the calibration relationship between the stored water level and the stored water amount is memorized, or the impulse piping It is an act of filling the water with water.

図2は本発明を適用した排尿情報測定装置1の実施例の構成を示すブロック図である。
なお、ここで各構成要素を繋いでいる実線は水管路を示し、破線は水以外の情報等の接続経路を示す。
排尿情報測定装置1は大きくは便器部3と、排尿情報測定部5と、操作・表示部70と、に分かれている。便器部3と排尿情報測定部5とが分けられて構成されているのは、両者の製造拠点が異なることと、施工業者が異なることに配慮されている。即ち、複数の製造拠点で夫々梱包されて輸送されてきた両者は施行現場において、一般的には、給排水を担当する設備業者が便器部3の設置及び上下水道との接続を行ない、医療機器の施工工事を担当する業者が排尿情報測定部5を設置して便器部3と排尿情報測定部5とを結ぶ給排水配管と信号経路の接続を行なって排尿情報測定装置1を完成させた後に、排尿情報測定装置1のシステムとしての動作確認を実施することができるようにしている。そのために、この便器部3の動作と排尿情報測定部5の動作との連携を図る連係動作制御手段80が、この両者にまたがって設けられている。
FIG. 2 is a block diagram showing a configuration of an embodiment of the urination information measuring apparatus 1 to which the present invention is applied.
In addition, the continuous line which has connected each component here shows a water pipe line, and a broken line shows connection paths, such as information other than water.
The urination information measuring device 1 is roughly divided into a toilet part 3, a urination information measuring part 5, and an operation / display part 70. The toilet part 3 and the urination information measurement part 5 are configured separately, considering that the manufacturing bases of the two are different and that the contractors are different. In other words, the two companies that have been packaged and transported at a plurality of manufacturing bases are generally installed at the site of operation, and the equipment supplier in charge of water supply and drainage installs the toilet unit 3 and connects it to the water and sewage systems. The contractor in charge of the construction work installs the urine information measuring unit 5 and connects the supply / drain piping connecting the toilet unit 3 and the urine information measuring unit 5 to the signal path to complete the urine information measuring device 1, and then urinates. The operation of the information measuring device 1 as a system can be checked. For this purpose, a linkage operation control means 80 is provided across both of the toilet unit 3 and the urination information measuring unit 5 so as to cooperate with each other.

便器部3は、排泄物を受けてこれを下水配管に搬送する通常の便器としての機能を備えた大便器4と、大便器4に一体的に組み込まれ用便後の使用者の局部を洗浄するための衛生洗浄手段7aを備えた衛生洗浄装置7と、大便器4と衛生洗浄装置7の動作を制御する便器制御部40とで構成されている。   The toilet unit 3 is a toilet 4 having a function as a normal toilet that receives excrement and transports it to a sewage pipe, and a local part of a user after a stool is integrated into the toilet 4. The sanitary washing device 7 is provided with a sanitary washing means 7 a for performing the operation, and the toilet 4 and the toilet control unit 40 that controls the operation of the sanitary washing device 7 are configured.

大便器4は、被験者が排泄を行うボール20と、下水配管との連通を水封する溜水23をボール20に貯留するためにボール20に連接されたトラップ14と、ボール20への給水を行う便器給水手段30とを備え、トラップ14は排水ソケット15を介してトイレ室内に設けられた下水配管に連通する下水配管口16に接続されている。   The toilet 4 includes a ball 20 that the subject excretes, a trap 14 that is connected to the ball 20 in order to store in the ball 20 the water 23 that seals communication with the sewage pipe, and water supply to the ball 20. The trap 14 is connected via a drain socket 15 to a sewage piping port 16 that communicates with a sewage piping provided in the toilet room.

ボール20の内面には、リム吐水口21が上縁部に、ゼット吐水口22が下部に、夫々設けられており、いづれも便器給水手段30によって供給される水をボール20内に吐出させる開口部となっている。   On the inner surface of the ball 20, a rim water spouting port 21 is provided at the upper edge portion and a jet water spouting port 22 is provided at the lower portion, both of which are openings for discharging water supplied by the toilet water supply means 30 into the ball 20. Has become a department.

便器給水手段30は、リム吐水口21と、ゼット吐水口22とへそれぞれ水を供給するリム給水手段31とゼット給水手段32と、を備えている。   The toilet water supply means 30 includes a rim water supply means 31 and a jet water supply means 32 that supply water to the rim water discharge port 21 and the jet water discharge port 22, respectively.

ゼット給水手段32は、分岐金具131からの給水を貯留する給水貯留手段32aと、給水貯留手段32aに貯留された貯留水をボール20に送る貯留水搬送手段32bと、を備えている。   The jet water supply means 32 includes a water supply storage means 32 a for storing water supplied from the branch fitting 131 and a stored water transport means 32 b for sending the stored water stored in the water supply storage means 32 a to the balls 20.

外部の給水源から排尿情報測定装置1への給水は、装置給水手段12を経て、分岐金具131によってさらに、衛生洗浄手段7aと、大便器4のボール20に給水するリム給水手段31と、ゼット給水手段32と、に分岐された給水路で供給される。   The water supply from the external water supply source to the urine information measuring device 1 is further supplied to the sanitary washing means 7a, the rim water supply means 31 for supplying water to the balls 20 of the toilet 4 through the apparatus water supply means 12, and the zette. The water is supplied through a water supply channel branched to the water supply means 32.

便器制御部40には、衛生洗浄手段7aと便器給水手段30の給水動作とを制御する給水制御手段41と、排尿情報測定装置1全体の連携動作を制御するために設けられた後述する連係動作制御手段80を構成する状態表示手段82a及び状態受信手段82bと、が設けられている。   The toilet control unit 40 has a water supply control means 41 for controlling the water supply operation of the sanitary washing means 7a and the toilet water supply means 30, and a linkage operation described later provided for controlling the cooperative operation of the urine information measuring device 1 as a whole. A state display unit 82a and a state reception unit 82b constituting the control unit 80 are provided.

また、排尿情報測定部5は、尿量測定部6と、尿成分測定部9とで構成されており、尿量測定部6はさらに、溜水23の水位変化を計測するために必要な機構を備えた尿量計測部50と、尿量計測部50の動作の制御や得られた計測情報を加工し尿量等の測定情報の算出等を行なう尿量計測制御部60と、を備えている。   The urination information measurement unit 5 includes a urine volume measurement unit 6 and a urine component measurement unit 9, and the urine volume measurement unit 6 further includes a mechanism necessary for measuring the water level change of the stored water 23. And a urine volume measurement control unit 60 that controls the operation of the urine volume measurement unit 50, processes the obtained measurement information, and calculates measurement information such as urine volume. .

尿量計測部50には、被験者の排泄による排尿量等を測定するために溜水23の水位変化を計測する溜水水位計測手段51と、下水配管内の圧力変動によって溜水23の水位が受ける影響量を計測する下水圧変動量計測手段52と、ボール20内の溜水23の水位と水量との関係(以下、この関係を「検量関係」と呼ぶ)を計測する検量関係計測手段53と、尿量計測部50と下水配管との連絡管路を水封することによって空気の流通を遮断するための配管縁切り手段55と、が設けられている。   In the urine volume measuring unit 50, the water level measuring means 51 for measuring the water level change of the stored water 23 in order to measure the amount of urination due to the excretion of the subject, and the water level of the stored water 23 by the pressure fluctuation in the sewage pipe. A sewage pressure fluctuation measuring unit 52 that measures the amount of influence received, and a calibration relationship measuring unit 53 that measures the relationship between the water level and the amount of water in the stored water 23 in the ball 20 (hereinafter, this relationship is referred to as “calibration relationship”). And a pipe edge cutting means 55 for shutting off the air flow by sealing the connecting pipe line between the urine volume measuring unit 50 and the sewage pipe.

溜水水位計測手段51は、後述する計測管路57で溜水23と接続されており、この管路を介して両者は連通している。なお、計測管路57には溜水水位計測手段51の破損防止等のために不要時に管路の閉止を行なう計測管路開閉手段57aが設けられている。   The stored water level measuring means 51 is connected to the stored water 23 by a measurement pipe 57 to be described later, and both communicate with each other through this pipe. The measurement pipeline 57 is provided with a measurement pipeline opening / closing means 57a for closing the pipeline when it is not necessary for preventing the stored water level measurement means 51 from being damaged.

また、下水圧変動量計測手段52も、排水ソケット15の内部と連通する後述する下水配管連絡管路522で下水配管に接続されているが、こちらは空気の流通を遮断して下水配管からの汚臭逆流を防止する配管縁切り手段55を介して接続されている。   Further, the sewage pressure fluctuation measuring means 52 is also connected to the sewage pipe by a sewage pipe connecting pipe 522 which will be described later, which communicates with the inside of the drain socket 15. It is connected via a pipe edge cutting means 55 for preventing a odor backflow.

なお、本実施例では、溜水水位計測手段51には、溜水23の水位をその時に生じる水柱の圧力である水頭圧として計測する水頭圧計測手段51aと、実際の溜水23の水位測定に際して、予め基準となる水頭圧を創成して水頭圧計測手段51aの出力を校正する計測出力校正手段51bも合わせて内蔵されている。なお、この計測出力校正手段51bは溜水23の波立ちが溜水水位計測手段51の水位計測に与える影響を取り除く除振手段としても機能させている。   In this embodiment, the accumulated water level measuring means 51 includes a water head pressure measuring means 51a for measuring the water level of the accumulated water 23 as a water head pressure which is the pressure of the water column generated at that time, and an actual water level measurement of the accumulated water 23. At that time, a measurement output calibration means 51b for creating a reference hydraulic head pressure in advance and calibrating the output of the hydraulic head pressure measurement means 51a is also incorporated. The measurement output calibration means 51b also functions as a vibration isolation means for removing the influence of the ripples of the stored water 23 on the water level measurement of the stored water level measuring means 51.

また、尿量計測制御部60には、溜水水位計測手段51によって計測される水位情報に基づいて被験者が溜水23に排泄した尿等の排泄物の量や排尿速度などの尿量情報を求める尿量情報算出手段61と、検量関係計測手段53が行なう検量関係等の計測に必要な情報や計測結果等の測定情報を記憶する測定情報記憶手段62と、前述した便器給水手段30を制御する給水制御手段41との間を後述の連係動作制御手段80を介して制御情報を授受することによって溜水23の水位を測定開始水位に形成する測定開始水位形成制御手段63と、が設けられている。さらに、排尿情報測定装置1の各機能の連係動作を制御する後述の連係動作制御手段80を構成する状態表示手段83aと状態受信手段83bと、が設けられている。   The urine volume measurement control unit 60 also receives urine volume information such as the amount of excreta such as urine excreted by the test subject in the pooled water 23 based on the water level information measured by the pooled water level measuring means 51 and the urination rate. Controls the urine volume information calculation means 61 to be obtained, the measurement information storage means 62 for storing measurement information such as the measurement relationship and the measurement results performed by the calibration relation measurement means 53, and the toilet water supply means 30 described above. And a measurement start water level formation control means 63 for forming the water level of the stored water 23 at the measurement start water level by exchanging control information with the water supply control means 41 through the linkage operation control means 80 described later. ing. Furthermore, a status display unit 83a and a status receiving unit 83b are provided which constitute a later-described linkage operation control unit 80 for controlling the linkage operation of each function of the urination information measuring device 1.

尿量情報算出手段61には、溜水水位計測手段51によって計測される溜水23の水位から、検量関係記憶手段621に記憶されている水位と水量との検量関係を利用して溜水23の水量を演算によって求める溜水量算出手段61aと、下水圧変動量計測手段52の計測結果を用いて溜水水位計測手段51が計測した水位計測値を溜水水位測定開始時の下水圧の状態での値に修正する下水圧変動補正手段61bと、が備えられている。   The urine volume information calculating unit 61 uses the calibration relationship between the water level and the water volume stored in the calibration relationship storage unit 621 from the water level of the stored water 23 measured by the stored water level measuring unit 51. The state of the sewage pressure at the start of the stored water level measurement is the water level measurement value measured by the stored water level measurement means 51 using the measurement results of the stored water amount calculation means 61a and the sewage pressure fluctuation measurement means 52. And a sewage pressure fluctuation correcting means 61b for correcting to a value at.

尿量情報算出手段61は以上述べた構成で、溜水水位計測手段51が計測する溜水水位値を下水圧変動補正手段61bによって修正した補正後の溜水水位値に基づいて、溜水量算出手段61aがその時の溜水量を算出することによって、排尿量他の尿量情報を求めている。   The urine volume information calculating means 61 is configured as described above, and the amount of stored water is calculated based on the corrected stored water level value obtained by correcting the stored water level value measured by the stored water level measuring means 51 by the sewage pressure fluctuation correcting means 61b. The means 61a calculates the amount of accumulated water at that time, thereby obtaining urine volume information such as urination volume.

尿成分測定部9は、採尿手段91によって採取されて搬送されてくる被験者の尿サンプルの成分組成や成分濃度等を分析・計測する尿成分分析手段92を備えている。   The urine component measuring unit 9 includes a urine component analyzing unit 92 that analyzes and measures the component composition, the component concentration, and the like of the urine sample of the subject collected and transported by the urine collecting unit 91.

本実施例の排尿情報測定装置1は前述したように、便器部3と排尿情報測定部5とを夫々独立した構成とするために、動作指示を行なう操作部も夫々別体の操作部としてリモコン71とリモコン72とを設ける構成とし、これらのリモコンはお互いの操作情報をやり取りしない独立のリモコンとしている。そして他方では、通常の便器のボール20を排尿情報測定時の排尿収集容器としても利用しているが、これらの装置の各動作間には、例えば通常の便器としての便器洗浄動作と尿量測定動作との間のように、一方の動作によって他方の動作が影響を受けて測定誤差を生じたり、器具が破損したりするものもある。従って、使用者によって行なわれる任意のリモコン操作による動作指示に対して、便器部3と排尿情報測定部5との間で、その時の動作状況に応じて各々をどのように動作させるかを規定する連係動作制御を行なう手段が必要であり、そのために本実施例でも、前述したように連係動作制御手段80を設けている。なお、この連係動作制御を行うためには具体的な制御回路が必要となるが、この中継基板81を介して排尿情報測定部5と便器部3とを接続した構成としている。   As described above, the urination information measuring apparatus 1 of the present embodiment has a configuration in which the toilet unit 3 and the urination information measuring unit 5 are independent from each other. 71 and a remote controller 72 are provided, and these remote controllers are independent remote controllers that do not exchange operation information with each other. On the other hand, the bowl 20 of a normal toilet is also used as a urine collection container when measuring urination information. Between each operation of these devices, for example, a toilet cleaning operation as a normal toilet and urine volume measurement Some operations, such as between operations, can affect the other operation and cause measurement errors or damage the instrument. Therefore, how to operate each of the toilet unit 3 and the urination information measuring unit 5 according to the operation status at that time is specified in response to an operation instruction by an arbitrary remote controller operation performed by the user. The means for performing the linkage operation control is required, and for this reason, the linkage operation control means 80 is provided in this embodiment as described above. Note that a specific control circuit is required to perform the linkage operation control, but the urination information measurement unit 5 and the toilet unit 3 are connected via the relay board 81.

なお、この中継基板81のように両者の制御回路基板とは別に回路基板を設ける代わりに、連係動作制御の対象となる便器部3の制御手段である便器制御部40、あるいは同じく対象となる排尿情報測定部5の制御手段である計測制御部40の、いずれかの制御回路基板にこの制御回路を一体的に組み込むことも、あるいは、さらに別な実施形態として、これら複数の制御回路を一つの回路基板として構成することも可能である。   Instead of providing a circuit board separately from both control circuit boards as in this relay board 81, the toilet control unit 40, which is a control means of the toilet unit 3 that is the target of the linkage operation control, or the same urination target The control circuit can be integrated into any one of the control circuit boards of the measurement control unit 40 that is the control means of the information measurement unit 5, or as a further embodiment, these control circuits are combined into one control circuit board. It can also be configured as a circuit board.

本実施例での連係動作制御手段80は、便器部3と排尿情報測定部5との間に制御回路基板としてを設けられた中継基板81と、尿量計測制御部60に設けられた状態表示手段83aと状態受信手段83b、便器制御部40に設けられた状態表示手段82aと状態受信手段82bと、を備えている。以下にその制御動作について説明する。   The linkage operation control means 80 in this embodiment includes a relay board 81 provided as a control circuit board between the toilet unit 3 and the urination information measurement unit 5, and a status display provided in the urine volume measurement control unit 60. Means 83a, status receiving means 83b, and status display means 82a and status receiving means 82b provided in the toilet control unit 40 are provided. The control operation will be described below.

状態表示手段82a・83aは、夫々便器部3または排尿情報測定部5の動作情報を中継基板81に送信する。中継基板81は送られてきた便器部3または排尿情報測定部5の動作情報を基にして、その時点の動作状態に応じて予め定められた連係動作情報を生成して記憶する。即ち、中継基板81が常時、両者の動作状態を集約して記憶する構成としている。   The status display means 82a and 83a transmit the operation information of the toilet unit 3 or the urination information measuring unit 5 to the relay board 81, respectively. Based on the operation information of the toilet unit 3 or the urination information measuring unit 5 sent, the relay board 81 generates and stores linked operation information determined in advance according to the operation state at that time. That is, the relay board 81 is configured to always collect and store the operation states of both.

そして、尿量計測制御部60または便器制御部40は夫々の動作を開始するに際しては、夫々に設けられている状態受信手段82b・83bによって中継基板81で生成され記憶された前記の連係動作情報を参照し、便器部3または尿量測定部6の動作を夫々予め定められた通りに制御する。前記の連係動作情報は、排尿情報測定装置1全体として干渉動作が予見される時には干渉防止動作に切替を行ったり、駆動信号を遅滞させて伝送する等の整合・調整を行なうことで相互の干渉動作が生じないように予め定められている。   When the urine volume measurement control unit 60 or the toilet control unit 40 starts their respective operations, the linked operation information generated and stored in the relay board 81 by the state receiving means 82b and 83b provided to each of them. , The operation of the toilet unit 3 or the urine volume measuring unit 6 is controlled as previously determined. The above-mentioned link operation information is obtained by performing a matching / adjustment such as switching to an interference prevention operation when the urination information measuring apparatus 1 as a whole is predicted to perform an interference operation or transmitting a drive signal with a delay. It is predetermined so that no operation occurs.

図3は図2で示した本発明の実施例である排尿情報測定装置1の便器部3と排尿情報測定部5の水管路関係の具体的な構成を示したものである。ただし、衛生洗浄装置7の詳細は省略している。
大便器4は排水ソケット15を介して下水配管口9に接続されている。トラップ14によって形成される溜水23には、下水配管との連通を遮断する封水の役割を持たせることで、下水配管内で発生した臭気や衛生害虫がトイレ内に侵入しないよう衛生面に配慮されている。
FIG. 3 shows a specific configuration of the water conduit relationship between the toilet unit 3 and the urine information measuring unit 5 of the urination information measuring apparatus 1 according to the embodiment of the present invention shown in FIG. However, details of the sanitary washing device 7 are omitted.
The toilet 4 is connected to a sewage piping port 9 through a drain socket 15. The stored water 23 formed by the trap 14 has a sealing function for blocking communication with the sewage pipe, so that odors and sanitary pests generated in the sewage pipe do not enter the toilet. Considered.

上水道などの外部給水源からの給水は、装置給水手段12を構成する止水栓121、定流量弁122、開閉弁123を経て、給水管路分岐手段である分岐金具131でリム吐水口21に向けたリム給水管路311と、ゼット吐水口22に向けたゼット給水管路321に分岐されて供給されている。リム給水管路311にはリム給水手段31として、開閉弁312、バキュームブレーカー313、フラッパー弁314、が下流側に向けてこの順に設けられている。バキュームブレーカー313とフラッパー弁314とは夫々、管路内の残水抜き作用と外部給水源に向けた逆流防止作用とを担っている。   Water from an external water supply source such as a water supply is supplied to the rim water spout 21 through a stop cock 121, a constant flow valve 122, and an on-off valve 123 that constitute the apparatus water supply means 12 and a branch fitting 131 that is a water supply line branch means. It is branched and supplied to the rim water supply line 311 directed to the rim, and the water supply line 321 directed to the jet water discharge port 22. The rim water supply pipe 311 is provided with an open / close valve 312, a vacuum breaker 313, and a flapper valve 314 as the rim water supply means 31 in this order toward the downstream side. Each of the vacuum breaker 313 and the flapper valve 314 has a function of draining residual water in the pipe and a function of preventing a backflow toward the external water supply source.

ゼット給水管路321には、分岐金具131から分岐した最上流に、エアギャップを経て給水を一定量貯留する給水貯留手段32aとしての給水貯留タンク322が設けられ、さらに下流側に向けて順に分岐金具132、フラップ弁323、給水ポンプ324が配設されて、いづれもゼット給水手段31を構成している。なお、給水貯留タンク321には定量貯水を制御するフロートスイッチ等が設けられているが、本図では省略されている。そして、給水貯留タンク321に溜められた水は、貯留水搬送手段32aとしての給水ポンプ324によって、ボール20内の下部のトラップ14に向けて開口したゼット吐水口22に供給されている。   A water supply storage tank 322 serving as a water supply storage means 32a for storing a fixed amount of water supply through an air gap is provided in the uppermost stream branched from the branch fitting 131 in the zette water supply pipe 321 and further branches sequentially toward the downstream side. A metal fitting 132, a flap valve 323, and a water supply pump 324 are disposed, and all of them constitute the jet water supply means 31. The water supply storage tank 321 is provided with a float switch or the like for controlling the fixed amount water storage, but is omitted in the figure. Then, the water stored in the water supply storage tank 321 is supplied to the jet spout 22 opened toward the lower trap 14 in the ball 20 by a water supply pump 324 as the stored water transfer means 32a.

なお、本実施例の変形例として図中に破線で示したように、ゼット給水管路321の途中に流路切替手段としての給水管路切替弁325を設け、且つ、給水管路切替弁325からリム吐水口21へ連通するリム迂回給水路34を設ける構成とすることも可能である。そして、後述する測定開始水位を形成する動作におけるボール20への給水を、リム吐水口21単独、又は、ゼット吐水口22およびリム吐水口21からの給水としてもよい。その場合、ゼット吐水口22からの給水は、給水に伴う溜水23の波立ちレベルが低いという特性を持ち、給水途中での溜水水位の確認計測が精度良く出来るという効果が、リム吐水口21からの給水はボール20の水洗効果も合わせて期待できるという各々の特徴を持っている。   As a modification of the present embodiment, as indicated by a broken line in the drawing, a water supply line switching valve 325 as a flow path switching means is provided in the middle of the jet water supply line 321, and the water supply line switching valve 325 is provided. It is also possible to adopt a configuration in which a rim detour water supply channel 34 that communicates with the rim water spouting port 21 is provided. And it is good also as water supply to the ball | bowl 20 in the operation | movement which forms the measurement start water level mentioned later as the water supply from the rim water spout 21 alone or the jet water spout 22 and the rim water spout 21. In that case, the water supply from the jet discharge port 22 has a characteristic that the level of undulation of the stored water 23 accompanying the water supply is low, and the effect that the stored water level can be confirmed and measured in the middle of the water supply can be accurately measured. The water supply from each has the characteristics that the water washing effect of the balls 20 can be expected.

貯留水搬送手段として本実施例で用いられている給水ポンプ324は、単位時間当たりに、トラップ14から流出する量より多くの水を供給することによってトラップ14を満水状態となる溜水水位である満水水位にすることが可能な程度に大きな給水率(貯留水搬送手段の運転時の搬送能力を表す指標として、単位時間当たりに給水可能な搬送量を使用し、以下これを「給水率」と呼ぶ)で給水動作する大給水率運転モードと、給水量制御がより正確に行なえる小さな給水率で給水動作を行なう小給水率運転モードとを含む少なくとも2種類以上の互いに異なった複数の給水率の運転モードに対応できるものであり、ポンプ用モーターが交流仕様ならインバーター制御を行なうもの、また、直流モーターならブラシレス仕様で回転数を制御するようになっているものが使用できる。 The water supply pump 324 used in the present embodiment as the stored water transport means is a stored water level that makes the trap 14 full by supplying more water than the amount flowing out of the trap 14 per unit time. A water supply rate that is large enough to achieve a full water level (use the transportable amount of water per unit time as an index to express the transport capacity during operation of the stored water transport means. A plurality of different water supply rates of at least two types including a large water supply rate operation mode in which water supply operation is performed and a small water supply rate operation mode in which water supply operation is performed with a small water supply rate that allows more accurate water supply control. If the pump motor is an AC specification, the inverter is controlled. If the DC motor is a DC motor, the rotation speed is controlled by a brushless specification. Those that have become so that can be used.

従って、本実施例では後述の測定開始水位を創成する測定開始水位形成動作時には、給水ポンプ324の運転を大きな給水率で所定の時間給水する前記大給水率運転として、給水した水をゼット吐水口22から吐出させることによってトラップ14の中を満水水位にしてサイホン現象を誘発させて、排泄物と共に溜水23を下水配管に向けて排出する溜水排出動作の制御を行う第1搬送制御モードと、前記第1搬送制御モードで運転して所定時間経過後に、第1搬送制御モードより小さな小給水率運転としてサイホン現象を起こさない範囲の給水率で所定の時間給水して溜水を所定の測定開始水位に形成する動作の制御を行う第2搬送制御モードと、の2種類の制御モードでの動作制御を前述の測定開始水位形成制御手段63が行なっている。   Therefore, in this embodiment, during the measurement start water level forming operation for creating a measurement start water level, which will be described later, the water supply pump 324 is operated as a large water supply rate operation for supplying water for a predetermined time at a large water supply rate. A first transfer control mode for controlling a stored water discharge operation for discharging the stored water 23 toward the sewer pipe together with excrement by inducing a siphon phenomenon by causing the inside of the trap 14 to reach a full water level by discharging the water from After a predetermined time has elapsed after operating in the first transfer control mode, the water is supplied for a predetermined time at a water supply rate in a range where no siphon phenomenon occurs as a small water supply rate operation smaller than in the first transfer control mode, and the stored water is measured for a predetermined time. The above-described measurement start water level formation control means 63 performs operation control in the two types of control modes, that is, the second transport control mode for controlling the operation to be formed at the start water level.

この水位形成のための給水運転を小給水率運転とする制御により、給水手段を構成する給水ポンプ324の動作バラツキや搬送能力のバラツキの影響を少なくする効果が得られる結果、同一の制御プログラムで正確な測定開始水位形成を可能としている。また、この時の給水路をゼット吐水口22に連通するゼット給水路で行う構成とすれば、便器4が本来備えている便器洗浄のための管路を共用できるため、構造が簡単になるメリットがある。   By controlling the water supply operation for forming the water level to be a small water supply rate operation, it is possible to obtain an effect of reducing the influence of the operation variation of the water supply pump 324 constituting the water supply means and the variation of the conveyance capacity. Accurate measurement start water level formation is possible. In addition, if the water supply channel at this time is configured to be a jet water channel communicating with the jet water discharge port 22, the toilet channel originally provided for the toilet 4 can be shared, and the structure can be simplified. There is.

破線で囲まれた尿量計測部50には、尿量計測部50を洗浄する清浄な水を供給するため分岐金具132を介して給水貯留タンク322に連通する尿量計測部給水管路581と、溜水23の水位を計測するためにボール20の略底部の内面に設けられた水位計測口から溜水水位計測手段50に連通する計測管路57と、下水配管と連通する下水配管連絡管路522と、が接続されている。そして、この尿量計測部給水管路581,計測管路57,下水配管連絡管路522,には管路の離接をワンタッチで簡単に行なえるワンタッチ接続金具543,544,545が夫々設けられており、さらには、計測管路57のワンタッチ接続金具544と大便器4との間及び測定部給水管路581のワンタッチ接続金具543と給水貯留タンク322との間には、夫々の管路を閉止するの止水栓541と止水栓542とが設けられている。従って、止水栓541と止水栓542とを閉めてワンタッチ接続金具543,544,545を外せば尿量計測部50は排尿情報測定装置1から取り外すことが可能な構成となっている。   The urine volume measuring unit 50 surrounded by a broken line includes a urine volume measuring unit water supply line 581 that communicates with the water supply storage tank 322 via the branch fitting 132 in order to supply clean water for washing the urine volume measuring unit 50. In order to measure the water level of the stored water 23, a measuring pipe 57 communicating with the stored water level measuring means 50 from a water level measuring port provided on the inner surface of the bottom of the ball 20, and a sewage pipe connecting pipe communicating with the sewage pipe Road 522 is connected. The urine volume measuring section water supply pipe 581, the measurement pipe 57, and the sewage pipe connection pipe 522 are respectively provided with one-touch fittings 543, 544, and 545 that allow the pipes to be easily connected and disconnected with one touch. Furthermore, between the one-touch connection fitting 544 of the measurement pipe 57 and the toilet 4 and between the one-touch connection fitting 543 of the measurement unit water supply pipe 581 and the water supply storage tank 322, respective pipes are provided. A stop cock 541 and a stop cock 542 are provided. Therefore, the urine volume measuring unit 50 can be removed from the urination information measuring device 1 by closing the water stop cock 541 and the water stop cock 542 and removing the one-touch connection fittings 543, 544 and 545.

尿量計測部50には、測定管路57に接続された測定管511と、溜水23の水位を圧力として計測する圧力センサ512と、が溜水水位計測手段50として配設されている。   In the urine volume measuring unit 50, a measurement pipe 511 connected to the measurement pipe 57 and a pressure sensor 512 that measures the water level of the stored water 23 as pressure are disposed as the stored water level measuring means 50.

測定管511は、溜水23を含めてU字管管路系を形成するために大気に開放された大気開放端514と、トラップタンク551の中に延出され縁切りのための封水中に水没する水封端515と、を有している。そして、圧力センサ512は、溜水23の水位をこのU字管管路系の水頭圧として計測するために測定管511に設けられた構成となっている。   The measuring pipe 511 is submerged in an open end 514 that is open to the atmosphere to form a U-shaped pipe line system including the accumulated water 23, and in a sealed water that extends into the trap tank 551 and is used for edge cutting. A water-sealed end 515. The pressure sensor 512 is provided in the measurement pipe 511 in order to measure the water level of the stored water 23 as the head pressure of the U-shaped pipe line system.

また、圧力センサ512は、設置された環境の温度変化やセンサ自身の経時変化によって出力が変化するため、本実施例では圧力センサ512の出力を校正するための計測出力校正手段51bをも備えている。即ち、測定管路57の開閉弁571を閉めた状態で、給水貯留タンク322に貯留された水を、分岐金具132、止水栓542、開閉弁582、開閉弁513を経て測定管511に導き、かつ、水封端515からトラップタンク551の中に溢れさせることで測定管511の中に一定高さの水柱を作り出す構成となっている。そして、その一定高さの水柱の時の圧力センサ512の出力を計測することで、圧力センサ511の出力と水位との関係を大気圧を基準とした水位に対応付ける出力校正を行なう。なお、トラップタンク551は、この出力校正時の測定管511からのオーバーフロー水を下水配管に排出させるために、内部に封水を形成する位置から延出した下水配管連絡管路522で排水ソケット15に接続されて、下水配管との接続管路を水封して縁切りを行なう縁切り手段として機能している。   Further, since the output of the pressure sensor 512 changes depending on the temperature change of the installed environment or the change of the sensor itself with time, the present embodiment also includes a measurement output calibration means 51b for calibrating the output of the pressure sensor 512. Yes. That is, with the open / close valve 571 of the measurement pipe 57 closed, the water stored in the water supply storage tank 322 is guided to the measurement pipe 511 through the branch fitting 132, the stop cock 542, the open / close valve 582, and the open / close valve 513. In addition, a water column having a certain height is created in the measurement pipe 511 by overflowing the trap tank 551 from the water seal end 515. Then, by measuring the output of the pressure sensor 512 when the water column is at a certain height, output calibration is performed to associate the relationship between the output of the pressure sensor 511 and the water level with the water level based on the atmospheric pressure. The trap tank 551 is connected to the drain socket 15 by a sewage pipe connecting pipe 522 extending from a position where a sealed water is formed in order to discharge overflow water from the measurement pipe 511 at the time of output calibration to the sewage pipe. Is connected to the sewage pipe and functions as an edge cutting means for sealing the connection pipe line with water.

また本実施例の排尿情報測定装置1は、溜水23の水位と溜水量との関係を求める前述した検量関係計測手段53を備えて、大便器4が物理的寸法のバラツキが比較的大きい陶器製であっても、個々の大便器4に固有の検量関係を設置現場で計測して求めることも可能な構成としている。   Moreover, the urine information measuring device 1 of the present embodiment is provided with the above-described calibration relation measuring means 53 for obtaining the relationship between the water level of the stored water 23 and the amount of stored water, and the toilet 4 has a relatively large variation in physical dimensions. Even if it is manufactured, the calibration relationship specific to each toilet 4 can be measured and determined at the installation site.

即ち、検量ポンプ531は任意の量を吸引できる定量吸引タイプのポンプが使用され、この検量ポンプ531で溜水23を吸引し、測定管路57、止水栓541、開閉弁571、開閉弁532、トラップタンク551、下水配管連絡管路522を経て、下水配管に向けて排出できる構成になっている。そして、据付現場において溜水23の水位を測定範囲の最高水位以上の水位にして開閉弁513及び開閉弁582を閉止した状態から、検量ポンプ531で所定量分ずつ溜水23をボール20から吸引して排出し、吸引の都度の溜水水位によって発生する水頭圧を圧力センサ511で測定することにより水位を計測することによって、溜水水位と溜水量の検量関係が取得されるようになっている。
本発明における下水圧変動量計測手段52としての圧力センサ521はトラップタンク551に取り付けられ、トラップタンク551とソケット15とを連通する下水配管連絡管路522を介して下水配管内で発生している圧力変動状態を、圧力値として計測している。水圧変動補正手段61bによって、この下水圧影響量測定手段52による計測値に基づいて下水圧変動が溜水水位に与える影響量が算出され、溜水水位計測手段51が計測する水位計測値は常に下水圧変動が無い状態の値に換算される補正処理が行われるようになっている。
In other words, the metering pump 531 is a fixed suction pump that can suck an arbitrary amount. The metering pump 531 sucks the accumulated water 23, and the measuring pipe 57, the stop cock 541, the on-off valve 571, and the on-off valve 532. In addition, it is configured to be discharged toward the sewage pipe through the trap tank 551 and the sewage pipe connecting pipe 522. Then, the water level of the accumulated water 23 is set to a level higher than the maximum water level in the measurement range at the installation site, and the on-off valve 513 and the on-off valve 582 are closed, and the accumulated water 23 is sucked from the ball 20 by a predetermined amount by the calibration pump 531. By measuring the water level with the pressure sensor 511, the calibration relationship between the stored water level and the stored water amount is acquired. Yes.
The pressure sensor 521 as the sewage pressure fluctuation measuring means 52 in the present invention is attached to the trap tank 551 and is generated in the sewage pipe via the sewage pipe connecting pipe 522 that connects the trap tank 551 and the socket 15. The pressure fluctuation state is measured as a pressure value. The amount of influence of the sewage pressure fluctuation on the accumulated water level is calculated by the water pressure fluctuation correcting means 61b based on the measured value by the sewage pressure influence measuring means 52, and the measured water level measured by the accumulated water level measuring means 51 is always the same. The correction process converted into the value of the state without sewage pressure fluctuation is performed.

図4は、本発明の排尿情報測定装置1の動作を示すフローチャートである。
S101で被験者が個人認証操作を行なうと、S102で個人認証動作が行なわれて個人情報との対応付けが行なわれるとともに、測定準備動作が開始される。
本実施例では測定準備動作として、溜水23の水位を測定を開始する水位(以下、この水位を「測定開始水位」と呼ぶ)に形成する測定開始水位形成動作が行なわれる。これは本実施例で使用する便器4は使用待機状態においては、溜水23の水位は下水配管との連通を防ぐ溢流水位に設定されているため、被験者の排尿量以上の溜水を排出して計測範囲を確保するために溜水水位を下げておくものである。
FIG. 4 is a flowchart showing the operation of the urination information measuring apparatus 1 of the present invention.
When the subject performs a personal authentication operation in S101, a personal authentication operation is performed in S102 to associate with personal information, and a measurement preparation operation is started.
In this embodiment, as the measurement preparation operation, a measurement start water level forming operation is performed in which the water level of the stored water 23 is formed at a water level at which measurement is started (hereinafter, this water level is referred to as “measurement start water level”). This is because the toilet 4 used in this embodiment is in a standby state and the water level of the stored water 23 is set to an overflow water level that prevents communication with the sewage pipe. In order to secure the measurement range, the water level is lowered.

なお、溜水水位を下げる場合はそのまま所定水位に設けられた排水口から自然流出、あるいはポンプ等で強制排出することも考えられるが、本実施例では溜水23をサイホン現象を利用して一旦全部トラップ14を介してサイホン現象によって下水配管に排出した後、給水して測定開始水位を形成する。このトラップ14を介した排出動作は、便器4が備えている通常の便器洗浄時の排出動作と同様であるため、この時の溜水23が多少の異物を含んでいたとしても、排水管路の詰りが発生せずに確実に且つ短時間に排出することが可能である。   In order to lower the stored water level, it is conceivable that the water will naturally flow out from a drain outlet provided at a predetermined water level, or forcibly discharged by a pump or the like, but in this embodiment, the stored water 23 is temporarily used by using a siphon phenomenon. After all is discharged to the sewage pipe by the siphon phenomenon through the trap 14, water is supplied to form a measurement start water level. Since the discharging operation through the trap 14 is the same as the discharging operation at the time of normal toilet cleaning provided in the toilet 4, even if the stored water 23 at this time contains some foreign matter, the drain pipe It is possible to discharge reliably and in a short time without causing clogging.

そのために、まずS103で、溜水23の現在水位を溜水水位計測手段51で計測して確認する。この動作は通常、測定を開始する前の使用待機状態時の溜水の水位はトラップの溢流水位であるが、下水圧変動等によって溜水が溢流している場合は、次にそのままゼット吐水口22から吐水させるゼット吐水を行うとトラップ14内でサイホン現象が安定して発生せずに溜水が完全には排出されない不具合が発生する場合が考えられるため、その発生を未然に防止するためである。   For this purpose, first, in S103, the current water level of the stored water 23 is measured by the stored water level measuring means 51 and confirmed. In this operation, the water level in the standby state before starting measurement is normally the overflow level of the trap, but if the water overflows due to fluctuations in the sewage pressure, etc. In order to prevent the occurrence of the occurrence of the malfunction, there is a case where the water discharge from the water port 22 causes a problem that the siphon phenomenon is not stably generated in the trap 14 and the accumulated water is not completely discharged. It is.

従って、ここで溜水23の水位が所定の水位以下となっている場合は、S104でリム給水手段31を駆動してリム吐水口21からボール20内に給水を行なってサイホン現象が安定して発生する水位として、溜水23の水位をトラップ14から下水配管へ溢流を開始する水位である溢流水位とする。次いでS105で給水ポンプ324を大給水率運転モードとして、給水貯留タンク322の貯留水をゼット給水管路321経由でゼット吐水口22に搬送して吐水させるゼット給水動作を所定時間だけ継続する本発明における第1搬送制御モードでの制御を行う。所定時間だけ大給水率でゼット給水動作を行うと、トラップ14内でサイホン現象が誘発され溜水23はほとんど下水配管に排出されてボール20内の水位は空水位となる。   Accordingly, when the water level of the stored water 23 is equal to or lower than the predetermined water level, the rim water supply means 31 is driven in S104 to supply water from the rim water spouting port 21 into the ball 20 and the siphon phenomenon is stabilized. As the generated water level, the water level of the stored water 23 is set to an overflow water level that is a water level at which overflow starts from the trap 14 to the sewage pipe. Next, in S105, the water supply pump 324 is set to the large water supply rate operation mode, and the Zet water supply operation for conveying the water stored in the water supply storage tank 322 to the JET water discharge port 22 via the ZET water supply line 321 and discharging the water is continued for a predetermined time. Control in the first transfer control mode is performed. When a zette water supply operation is performed at a high water supply rate for a predetermined time, a siphon phenomenon is induced in the trap 14 and the accumulated water 23 is almost discharged into the sewage pipe, and the water level in the ball 20 becomes an empty water level.

次いでS106で、測定を開始するときの所定の水位である測定開始水位となるよう、給水ポンプ324を小給水率運転モードに切り替えて給水貯留タンク322の貯留水をゼット給水管路321経由でボール20内に搬送するゼット給水動作を所定時間継続する本発明における第2搬送制御モードでの制御を行って、測定開始水位に溜水23の水位を形成する。なお、この時の測定開始水位は、トラップ口141の上端が露出してボール23内と下水配管内との空気の流通が可能な状態となる水位である破封水位より高い水位に設定して下水配管からの汚臭の逆流を防止している。なお、測定開始水位Y時の溜水量とトラップ14の溢流水位H時の溜水量差が、最大尿量測定範囲である。   Next, in S106, the water supply pump 324 is switched to the small water supply rate operation mode so as to reach the measurement start water level that is a predetermined water level when the measurement is started, and the water stored in the water supply storage tank 322 is ballted via the Zet water supply line 321. Control is performed in the second transfer control mode in the present invention in which the water supply operation for transferring the jet into the inside 20 is continued for a predetermined time, and the water level of the stored water 23 is formed at the measurement start water level. Note that the measurement start water level at this time is set to a level higher than the break water level, which is the level at which the upper end of the trap port 141 is exposed and air can flow between the ball 23 and the sewage pipe. Prevents backflow of odor from sewage piping. The difference between the amount of accumulated water at the measurement start water level Y and the amount of accumulated water at the overflow water level H of the trap 14 is the maximum urine volume measurement range.

前述した本実施例での第1搬送制御モード時には、毎分20L〜100L程度の大給水率での給水を行なうのに対して、ここでの第2搬送制御モードでの給水はボール20内に溜水23を形成するために、サイホン現象を誘発させない毎分20L以下の小給水率で所定時間給水を行って測定開始水位を所定水位に正確に創成している。   In the first transfer control mode in the present embodiment described above, water is supplied at a high water supply rate of about 20 L to 100 L per minute, whereas the water supply in the second transfer control mode here is in the ball 20. In order to form the accumulated water 23, the measurement start water level is accurately created at a predetermined water level by supplying water for a predetermined time at a small water supply rate of 20 L or less per minute without inducing a siphon phenomenon.

なお、本実施例では前述したように図4に示すS106での水位形成のための給水動作は、測定開始水位をより正確な水位に形成するために、給水ポンプ324を小給水率運転モードで所定時間行う第2搬送制御モードで制御する構成としているが、本発明では第2搬送制御モードとして、S105での給水動作で行う大給水率運転モードでの給水でサイホン現象が開始されない短時間だけ給水動作を行うことも可能である。即ち、給水ポンプ324を大給水率運転モードで所定時間作動させてサイホン現象を発生させる第1搬送制御モードでの制御を行って溜水を排出させた後に、一旦給水ポンプ324の運転を所定時間停止させてサイホン現象の継続を終了させ、その後再び給水ポンプ324を大給水率運転モードで短時間運転させる第2搬送制御モードでの制御を行って測定開始水位を所定水位に形成しても良い。   In the present embodiment, as described above, the water supply operation for forming the water level in S106 shown in FIG. 4 is performed with the water supply pump 324 in the small water supply rate operation mode in order to form the measurement start water level at a more accurate water level. Although it is configured to control in the second transfer control mode that is performed for a predetermined time, in the present invention, as the second transfer control mode, the siphon phenomenon is not started for a short time when water supply is performed in the large water supply rate operation mode performed in the water supply operation in S105. It is also possible to perform a water supply operation. That is, after the water supply pump 324 is operated in the large water supply rate operation mode for a predetermined time to perform the control in the first transfer control mode for generating the siphon phenomenon and the accumulated water is discharged, the operation of the water supply pump 324 is temporarily performed for the predetermined time. The measurement start water level may be formed at a predetermined water level by performing control in the second conveyance control mode in which the continuation of the siphon phenomenon is stopped and the water supply pump 324 is operated again for a short time in the large water supply rate operation mode. .

この場合は、本発明における貯留水搬送手段としての給水ポンプ324の動作バラツキにより、形成される測定開始水位の形成精度は本実施例の場合と比較して若干低下するが、便器4のボール20として測定範囲を大きく設定可能なボールを備えた便器を使用する場合等は、測定開始水位の形成精度はそれ程必要とされないため適用可能である。この場合は大給水率で給水を行うため、被験者の待ち時間となる測定開始水位形成動作の所要時間が短縮されて、迅速に尿量計測が開始出来る。   In this case, the formation accuracy of the measurement start water level to be formed is slightly lower than the case of the present embodiment due to the operation variation of the water supply pump 324 as the stored water transfer means in the present invention, but the ball 20 of the toilet 4 In the case of using a toilet equipped with a ball capable of setting a large measurement range, the formation accuracy of the measurement start water level is not so much required, so that it can be applied. In this case, since water supply is performed at a high water supply rate, the time required for the measurement start water level forming operation, which is the waiting time of the subject, is shortened, and urine volume measurement can be started quickly.

なお本実施例の測定開始水位創成のための給水動作の変形例としては、第2搬送制御モードでの給水動作を予め定められた所定時間行なう代わりに、計測管路57を介して水位測定手段で溜水水位を測定しながら狙いの水位となるまで給水動作を継続させる制御を行う構成としても良い。その場合は、給水条件の変化による給水水位のバラツキの発生を防止することが可能となる。また、さらに他の変形例として図3に破線で示したように、ゼット給水管路321の途中に管路を選択的に切替える管路切替弁325と、この管路切替弁325からリム吐水口21へ連通するリム迂回給水管路34とを設け、リム吐水口21から吐水させるものであっても良く、その場合は給水によるボール20の内面の洗浄作用が期待できる。   As a modified example of the water supply operation for creating the measurement start water level of the present embodiment, the water level measuring means is provided via the measurement pipeline 57 instead of performing the water supply operation in the second transfer control mode for a predetermined time. It is good also as a structure which performs control which continues water supply operation until it becomes the target water level, measuring a stored water level. In that case, it becomes possible to prevent the variation in the water supply level due to the change in the water supply conditions. As another modification, as shown by a broken line in FIG. 3, a pipe switching valve 325 that selectively switches the pipe in the middle of the jet water supply pipe 321, and a rim spout from the pipe switching valve 325. The rim detour water supply pipe 34 communicating with the rim 21 may be provided to discharge water from the rim water spouting port 21. In this case, a cleaning action of the inner surface of the ball 20 by water supply can be expected.

測定開始水位の創成が完了すると測定準備動作は終了し、S107で測定準備が完了したことを、被験者に表示パネルや音声合成によって報知する。S108で被験者が排尿を開始すると溜水23の水位は上昇を始め、溜水水位計測手段51がこの水位変化を微小時間ごとに刻々計測する。S109で、計測された計測値と、予め検量関係記憶手段621に記憶されている溜水水位と溜水量の関係式と、下水圧変動量計測手段52が計測する下水圧変動量から下水圧変動補正手段61bが算出する補正量とを加味して、溜水量算出手段61aが微小時間ごとの溜水変化量から単位時間当たりの排尿量(以下、これを「尿流率」と呼ぶ)を算出する。実際に算出されるのは単位時間当たりの溜水変化量であるが、この時に溜水量の変化を及ぼしているのは排尿だけであるから、この量が単位時間当たりの排尿量ということになる。   When the creation of the measurement start water level is completed, the measurement preparation operation is completed, and in S107, the test preparation is notified to the subject by a display panel or voice synthesis. When the subject starts to urinate in S108, the water level of the stored water 23 starts to rise, and the stored water level measuring means 51 measures the water level change every minute. In S109, the sewage pressure fluctuation is calculated from the measured value, the relational expression between the stored water level and the stored water quantity stored in advance in the calibration relation storage means 621, and the sewage pressure fluctuation amount measured by the sewage pressure fluctuation measuring means 52. In consideration of the correction amount calculated by the correction means 61b, the stored water amount calculation means 61a calculates the amount of urination per unit time (hereinafter referred to as "urine flow rate") from the amount of change in the stored water every minute time. To do. What is actually calculated is the amount of change in accumulated water per unit time, but it is only urination that affects the amount of accumulated water at this time, so this amount is the amount of urination per unit time. .

S110は溜水量算出手段61aがこの時々刻々算出される尿流率を記録する工程であり、S111で被験者による排尿終了操作を認識するまで記録動作を継続する。S112で排尿情報算出手段61は、得られた時々刻々の尿流率測定値から、医療行為に使用される各種排尿情報を演算するステップであり、例えば最大尿流率や最大尿流率到達時間などが演算され、S113において排尿情報として開示される。開示方法としては、被験者に対して測定値としてリモコン72に表示されるほか、プリンタ73で紙面に印刷されたり、電子媒体に記憶されたり、電子情報として遠隔伝送されたりするようになっている。   S110 is a step of recording the urine flow rate calculated every moment by the accumulated water amount calculating means 61a, and the recording operation is continued until the urination end operation by the subject is recognized in S111. In S112, the urination information calculation means 61 is a step of calculating various urination information used for medical practice from the obtained urinary flow rate measurement value, for example, the maximum urinary flow rate and the maximum urinary flow rate arrival time. Are calculated and disclosed as urination information in S113. As a disclosed method, a measured value is displayed on a remote controller 72 for a subject, printed on a paper surface by a printer 73, stored in an electronic medium, or remotely transmitted as electronic information.

排泄を終了した被験者は、S114で便器洗浄操作スイッチを操作すると、排尿混じりの溜水を下水配管に排出してボール面の洗浄を行う便器洗浄動作を以下のように実施する。即ち、S115でリム給水手段31がボール20に給水を行なうリム給水を行なって溜水水位をトラップの溢流水位に上昇させた後、S116でゼット給水手段32の給水ポンプ324を大給水率運転モードとしてボール20への給水動作を行ないサイホン現象を起動させて排泄物を含む溜水を下水配管に排出した後、S117で再びリム給水してボール面の洗浄を行うとともに溜水水位をトラップの溢流水位に復帰させ、S118で一連の測定動作は終了するようになっている。   When the subject who has finished excretion operates the toilet flushing operation switch in S114, the toilet flushing operation for draining the urine-mixed water to the sewer pipe and washing the ball surface is performed as follows. That is, in S115, the rim water supply means 31 performs rim water supply for supplying water to the ball 20 to raise the accumulated water level to the overflow water level of the trap, and in S116, the water supply pump 324 of the jet water supply means 32 is operated at a high water supply rate. As a mode, the water supply operation to the ball 20 is performed and the siphon phenomenon is activated to discharge the accumulated water including the excrement to the sewer pipe, and then the rim is again supplied to clean the ball surface and the accumulated water level is The overflow water level is restored, and a series of measurement operations is completed in S118.

図5は、図4で述べた本発明の排尿情報測定装置を使用時の各構成要素の動作のタイミングを経時的に示すタイミングチャートである。
ここでは溜水水位を、トラップ14が給水によって充満状態となる満水水位をW、トラップ14のトラップ形状部を溢流開始する水位を溢流水位H、測定開始水位をY、溜水が排出された後の残水の水位を空水位Xとしている。
溢流水位Hで使用待機状態にある時に被験者の個人認証操作があると、測定準備動作が開始され溜水水位が測定開始水位に変更される。そして、被験者が排尿を行い水位計測が行なわれ、排尿終了後に行われる被験者の排尿終了操作の後に排尿情報が表示され、次いで操作される便器洗浄操作によって排泄物混じりの溜水が排出された後、再び溢流水位に溜水が溜められて再び使用待機状態となるようになっていることが示されている。溜水水位の変化を見ると、大給水率吐水であるタイミングdおよびタイミングnからの給水による溜水水位変化速度と、小給水率吐水であるタイミングfからの給水による溜水水位変化速度との間に明確な違いがあることが示されている。
FIG. 5 is a timing chart showing the operation timing of each component when using the urination information measuring apparatus of the present invention described in FIG. 4 over time.
Here, the stored water level is W, the full water level at which the trap 14 is filled with the water supply is W, the water level at which the trap 14 begins to overflow is the overflow water level H, the measurement water level is Y, and the stored water is discharged. The remaining water level after this is the air level X.
If there is a subject's personal authentication operation when the overflow water level H is in a standby state, the measurement preparation operation is started and the stored water level is changed to the measurement start water level. After the subject urinates, the water level is measured, the urination information is displayed after the urination end operation of the subject performed after the urination is finished, and then the waste water mixed with excrement is discharged by the toilet flushing operation that is operated next It is shown that the accumulated water is again accumulated at the overflow water level and again enters the standby state for use. Looking at the change in the accumulated water level, the change in the accumulated water level due to the water supply from timing d and the timing n, which is the large water supply rate discharge, and the change rate of the accumulated water level due to the supply from the timing f, which is the small water supply rate discharge It is shown that there is a clear difference between them.

以下、本実施例で採用した排尿情報、特に尿量演算アルゴリズムについて詳説する。なお、この考え方は溜水水位変化を測定して排尿情報を演算するシステムにおいて活用可能なもので、本実施例の構成に限定されるものではない。   Hereinafter, the urination information employed in the present embodiment, particularly the urine volume calculation algorithm will be described in detail. This concept can be used in a system that measures changes in the stored water level and calculates urination information, and is not limited to the configuration of this embodiment.

真の排尿量Qは、各種誤差要因によって測定で得られる排尿量Qと同一にはならない。測定で得られる排尿量Qは、排尿前後の溜水量差に着目して求める考え方(数1)の方法、もしくは排尿中の尿流率に着目して積算を実施して求める考え方(数2)の方法という2つの演算方法がある。ここでR2は排尿終了後の溜水量、R1は排尿開始前の溜水量(測定開始水位溜水量)、q(t)は尿流率、およびtは時刻である。 The true urination volume Q t is not the same as the urination volume Q m obtained by measurement due to various error factors. The amount of urination Q m obtained by the measurement is obtained by the method (Equation 1) obtained by paying attention to the difference in the amount of accumulated water before and after urination, or the method obtained by carrying out integration by paying attention to the urinary flow rate during urination (Equation 2). There are two calculation methods. Here, R2 is the amount of retained water after the end of urination, R1 is the amount of retained water before the start of urination (measurement start water level amount of retained water), q (t) is the urine flow rate, and t is the time.

Figure 0005476656
Figure 0005476656

Figure 0005476656
Figure 0005476656

前記した(数1)と(数2)との算出値は本来同一であるはずだが、実際には各種の測定誤差や変動によって同一になるとは限らない。以下にそのことについて詳説する。   The calculated values of (Equation 1) and (Equation 2) should be essentially the same, but in practice, they are not necessarily the same due to various measurement errors and fluctuations. This will be explained in detail below.

(数1)の方法を使用する場合は、溜水水位を図3で示した圧力センサーで測定しているとすると、測定中に生じる環境温度変動やノイズの影響によって圧力センサーの出力特性の変化が発生する。また圧力センサーの形式として半導体ダイヤフラム方式のセンサーが使用されている場合は、さらにセンサーの出力基準レベルが経時的に変化するというドリフト変動が計測中にも発生することがあり、その場合は得られる計測値もその影響を受ける。即ち、(数1)の方法を使用する場合は、排尿を開始する時の水位と排尿が完了したときの水位との2点のみの計測値で排尿量や尿流率等の尿量情報を演算しているため、前述のドリフト変動が計測中に発生するとドリフト変動によるセンサー出力の変化分がそのまま溜水水位の計測結果に反映されて見かけ上の水位変化量が実際の水位変化量と異なってくる。   When the method of (Equation 1) is used, assuming that the water level is measured with the pressure sensor shown in FIG. 3, the change in the output characteristics of the pressure sensor due to environmental temperature fluctuations and noise caused during the measurement. Will occur. In addition, when a semiconductor diaphragm type sensor is used as the pressure sensor type, drift fluctuations in which the sensor output reference level changes over time may also occur during measurement. Measurements are also affected. That is, when the method of (Equation 1) is used, urine volume information such as urination volume and urinary flow rate is obtained with only two measured values of the water level when urination starts and the water level when urination is completed. Therefore, if the above-mentioned drift fluctuation occurs during measurement, the sensor output change due to the drift fluctuation will be reflected in the measurement result of the stored water level as it is, and the apparent water level change will differ from the actual water level change. Come.

ドリフト現象は、半導体ダイヤフラムの通電によって生じる熱、圧力伝達媒体の熱伝導、および環境雰囲気などの熱収支によって発生するものである。サーミスタなどの測温素子と出力−温度換算テーブルの組み合わせでドリフト現象のキャンセルを図ろうとしているが完全ではなく、微小範囲の圧力変動を測定する場合はこの除去しきれなかったわずかなドリフト現象が無視できないことがある。具体的には、短時間の排尿測定では影響が出ないが、5分以上排尿に要するような被験者の測定の場合、ドリフト現象による測定誤差が無視できないような状態になっている。   The drift phenomenon occurs due to heat balance such as heat generated by energization of the semiconductor diaphragm, heat conduction of the pressure transmission medium, and environmental atmosphere. The drift phenomenon is being canceled by the combination of a temperature measuring element such as a thermistor and an output-temperature conversion table, but this is not perfect, and this slight drift phenomenon that could not be removed when measuring pressure fluctuations in a very small range Sometimes it cannot be ignored. More specifically, there is no effect in urinating measurement for a short time, but in the case of measurement of a subject who requires urination for 5 minutes or more, the measurement error due to the drift phenomenon cannot be ignored.

それに対して(数2)の場合は、実際には測定される排尿時間Tの微小時間間隔Δt毎の排尿量の総和である(数3)で示される式が適用されるが、このように微小時間Δtごとの変化量が使用されているため、ドリフト変動の影響は出ない反面、常に測定された単位時間当たりの排尿量(尿流率)を総和することになるため、測定制御システムとして使用するマイコンのADビット数が少ない場合は、AD変換時の変換誤差が累積される恐れがある。しかしながら、本実施例のようにマイコンのADビット数を充分確保できる場合は、単発のノイズによる影響が全体に影響し難く高精度の測定が可能となる。   On the other hand, in the case of (Equation 2), the equation shown in (Equation 3), which is the total sum of urination volume for each minute time interval Δt of the urination time T actually measured, is applied. Since the amount of change for each minute time Δt is used, there is no influence of drift fluctuations, but on the other hand, the amount of urination (urine flow rate) measured per unit time is always summed, so as a measurement control system If the number of AD bits of the microcomputer to be used is small, conversion errors during AD conversion may be accumulated. However, when a sufficient number of AD bits of the microcomputer can be ensured as in this embodiment, the influence of a single noise hardly affects the whole and high-precision measurement is possible.

Figure 0005476656
Figure 0005476656

また尿流率に負のデータはありえないことから、(数4)のように負のデータを除外する判断を追加することで、異常値を取り除くことも可能である。   In addition, since there is no negative data on the urinary flow rate, it is possible to remove abnormal values by adding a decision to exclude negative data as shown in (Expression 4).

Figure 0005476656
Figure 0005476656

(数2)の方法を適用する場合で安価な制御構成とするためにADビット数に制約があるマイコンを使用する場合は、切り捨て誤差が累積されやすい恐れもある。従って、(数1)の演算方法も同時に採用する構成とすることによって、通常は(数1)の方法で算出された値を計測値として採用し、(数1)の方法と(数2)の方法とによる各々の演算値に大きな差があるときだけ、(数1)の方法では誤差が大きくなる計測環境の変化が生じたと判断して、(数2)の方法で得られた演算値を測定結果として採用するような計測データ検証手段を設けてもよい。   When the method of (Equation 2) is applied and a microcomputer with a limited number of AD bits is used in order to obtain an inexpensive control configuration, truncation errors may be easily accumulated. Therefore, by adopting a configuration in which the calculation method of (Equation 1) is also adopted at the same time, the value calculated by the method of (Equation 1) is usually adopted as a measurement value, and the method of (Equation 1) and (Equation 2) are adopted. Only when there is a large difference between the calculated values by the method of (1), it is determined that a change in the measurement environment in which the error is large in the method of (Expression 1) has occurred, and the calculated value obtained by the method of (Expression 2) Measurement data verification means may be provided that adopts as a measurement result.

また(数4)で除外することを示した負の流水量変化が観測された場合は、圧力センサーの故障等の非定常な状態を原因とするだけでなく、下水圧変動が定常的に排尿情報測定装置に加わる状態となる設備配管の詰り等の不具合が発生した結果であることも予想される。従って、そのような場合、設備管理者にエラー情報を報知することで設備配管の維持管理を促して尿量測定に悪影響を及ぼす要因を排除することも期待できる。
In addition, when a negative flow rate change that is excluded in (Equation 4) is observed, not only is it caused by an unsteady state such as a failure of the pressure sensor, but also sewage pressure fluctuations are regularly urinated. It is also expected that this is a result of problems such as clogging of equipment piping that is in a state of being added to the information measuring device. Therefore, in such a case, it can be expected to notify the equipment manager of the error information to promote maintenance management of the equipment piping and eliminate a factor that adversely affects urine volume measurement.

本発明を実施した第1の実施例における排尿情報測定装置全体を示す斜視図である。It is a perspective view which shows the whole urination information measuring apparatus in the 1st Example which implemented this invention. 本実施例の構成を示すブロック図である。It is a block diagram which shows the structure of a present Example. 本発明の排尿情報測定装置の便器部3と排尿情報測定部5の構成を示した第1の実施例である。It is the 1st Example which showed the structure of the toilet part 3 and the urination information measurement part 5 of the urination information measurement apparatus of this invention. 本発明の排尿情報測定装置の動作を示すフローチャートである。It is a flowchart which shows operation | movement of the urination information measuring apparatus of this invention. 本発明の排尿情報測定装置の制御を示すタイミングチャートである。It is a timing chart which shows control of the urination information measuring device of the present invention.

符号の説明Explanation of symbols

1…排尿情報測定装置
3…便器部
4…大便器
5…排尿情報測定部
6…尿量測定部
7…衛生洗浄装置
7a…衛生洗浄手段
9…尿成分測定部
91…採尿手段
911…採尿容器
912…採尿アーム
913…駆動・移送部
92…尿成分分析手段
12…装置給水手段
121…止水栓
122…定流量弁
123…開閉弁
131…分岐金具
132…分岐金具
14…トラップ
141…トラップ口
15…排水ソケット
16…下水配管口
171…便座
172…便ふた
18…キャビネット
20…ボール
21…リム吐水口
22…ゼット吐水口
23…溜水
30…便器給水手段
31…リム給水手段
311…リム給水管路
312…開閉弁
313…バキュームブレーカー
314…フラッパー弁
32…ゼット給水手段
32a…給水貯留手段
32b…貯留水搬送手段
32c…流路分岐手段
321…ゼット給水管路
322…給水貯留タンク
323…フラップ弁
324…給水ポンプ
325…給水管路切替弁
34…リム迂回給水管路
40…便器制御部
41…便器給水制御手段
50…尿量計測部
51…溜水水位計測手段
51a…水頭圧計測手段
51b…計測出力校正手段
511…水位測定管
512…水頭圧計測センサー
513…開閉弁
514…開放端(水位測定管)
515…水封端(水位測定管)
52…下水圧変動量計測手段
521…下水圧計測センサー
522…下水配管連絡管路
53…検量関係計測手段
531…検量ポンプ
532…開閉弁
541…止水栓(給水源側)
542…止水栓(便器側)
543…ワンタッチ接続金具(給水源側)
544…ワンタッチ接続金具(便器側)
545…ワンタッチ接続金具(下水配管側)
55…下水配管縁切り手段
551…トラップタンク
57…計測管路
57a…計測管路開閉手段
571…開閉弁
581…尿量計測部給水管路
582…開閉弁
60…計測制御部
61…尿量情報算出手段
61a…溜水量算出手段
61b…下水圧変動補正手段
62…測定情報記憶手段
621…検量関係記憶手段
63…測定開始水位形成制御手段
70…操作・表示部
71…リモコン(便器部用)
72…リモコン(排尿情報測定部用)
73…プリンター
80…連係動作制御手段
81…中継基板
82a…状態表示手段(便器部用)
82b…状態受信手段(便器部用)
83a…状態表示手段(尿量測定部用)
83b…状態受信手段(尿量測定部用)
R1…測定開始水位溜水量(排尿前溜水量)
R2…排尿後溜水量
q…尿流率
q(t)…時刻tにおける尿流率
Qm…測定された排尿量
Qt…真の排尿量
t…時刻
W…満水水位
H…溢流水位
X…空水位
Y…測定開始水位
Z…排尿後水位
DESCRIPTION OF SYMBOLS 1 ... Urination information measuring device 3 ... Toilet part 4 ... Toilet bowl 5 ... Urination information measuring part 6 ... Urine volume measuring part 7 ... Sanitary washing apparatus 7a ... Sanitary washing means 9 ... Urine component measuring part 91 ... Urine collection means 911 ... Urine collection container DESCRIPTION OF SYMBOLS 912 ... Urine collection arm 913 ... Drive / transfer part 92 ... Urine component analysis means 12 ... Apparatus water supply means 121 ... Stop cock 122 ... Constant flow valve 123 ... Open / close valve 131 ... Branch metal fitting 132 ... Branch metal fitting 14 ... Trap 141 ... Trap port DESCRIPTION OF SYMBOLS 15 ... Drain socket 16 ... Sewage piping port 171 ... Toilet seat 172 ... Toilet lid 18 ... Cabinet 20 ... Ball 21 ... Rim water outlet 22 ... Zette water outlet 23 ... Reservoir 30 ... Toilet water supply means 31 ... Rim water supply means 311 ... Rim water supply means conduit 312 ... off valve 313 ... vacuum breaker 314 ... flapper valve 32 ... jet water supply means 32a ... water reservoir means 32 b ... reservoir Conveying means 32c ... flow path branching means 321 ... jet water supply conduit 322 ... water storage tank 323 ... flap valves 324 ... Water pump 325 ... water supply path switching valve 34 ... rim bypass water supply conduit 40 ... toilet controller 41 ... toilet water Control means 50: Urine volume measuring unit 51 ... Reserved water level measuring means 51a ... Head pressure measuring means 51b ... Measurement output calibration means 511 ... Water level measuring pipe 512 ... Water head pressure measuring sensor 513 ... Opening / closing valve 514 ... Open end (water level measuring pipe) )
515 ... Water seal edge (water level measuring tube)
52 ... Sewage pressure fluctuation measuring means 521 ... Sewage pressure measuring sensor 522 ... Sewage pipe connecting pipe 53 ... Calibration related measuring means 531 ... Calibration pump 532 ... Open / close valve 541 ... Stop valve (water supply side)
542 ... Stop cock (toilet side)
543 ... One-touch fitting (water supply side)
544 ... One-touch fitting (toilet side)
545 ... One-touch fitting (sewage piping side)
55 ... Sewage pipe edge cutting means 551 ... Trap tank 57 ... Measurement pipe line 57a ... Measurement pipe line opening / closing means 571 ... Open / close valve 581 ... Urine volume measuring section water supply pipe line 582 ... Open / close valve 60 ... Measurement control section 61 ... Calculation of urine volume information Means 61a ... Reserved water amount calculation means 61b ... Sewage pressure fluctuation correction means 62 ... Measurement information storage means 621 ... Calibration related storage means 63 ... Measurement start water level formation control means 70 ... Operation / display part 71 ... Remote control (for toilet part)
72. Remote control (for urination information measuring unit)
73 ... Printer 80 ... Linking operation control means 81 ... Relay board 82a ... Status display means (for toilet unit)
82b ... Status receiving means (for toilet unit)
83a ... Status display means (for urine volume measuring section)
83b ... Status receiving means (for urine volume measuring section)
R1 ... Measurement start water level amount of water (amount of water collected before urination)
R2 ... Remaining urine volume q ... Urine flow rate q (t) ... Urine flow rate at time t Qm ... Measured urine output Qt ... True urine output t ... Time W ... Full water level H ... Overflow water level X ... Empty Water level Y ... Starting measurement water level Z ... Water level after urination

Claims (2)

内面に水を溜水として貯留して被験者の排泄物を受けるボールと、
前記ボールを下水配管に接続するとともに前記溜水が前記下水配管との空気の流通を遮断する封水を形成するトラップ管路と、
水源からの水を前記ボールの上縁部に設けられたリム吐水口へと向かうリム給水管路と、前記ボールの下部に設けられたゼット吐水口へと向かうゼット給水管路とに分岐する給水分岐手段と、
前記ゼット給水管路に設けられ、水源から供給される水を貯留する給水貯留手段と、
前記給水貯留手段に貯留されている貯留水を電気的駆動力によって前記ボール内に搬送する貯留水搬送手段と、
前記溜水の水位を測定を開始する水位である測定開始水位に形成する測定開始水位形成手段と、
前記溜水の水位を計測する溜水水位計測手段と、
被験者の排泄物によって前記測定開始水位から変化する溜水の水位を前記溜水水位計測手段によって計測して得られる水位値に基づいて前記排泄物の排泄量を求める排尿情報算出手段と、を備えた排尿情報測定装置において、
前記貯留水搬送手段は、搬送する水の単位時間当たりの量である給水率が変更可能であり、
前記測定開始水位形成手段は、前記ボール内の溜水をサイホン現象によって前記トラップ管路外に排出可能なレベルの前記給水率に前記貯留水搬送手段の動作を制御する第1搬送制御モードと、前記ボール内に溜水を形成可能なレベルの前記給水率に前記貯留水搬送手段の動作を制御する第2搬送制御モードと、を有した測定開始水位形成制御手段を備え、
前記第1搬送制御モードを実行して前記ボール内の溜水を前記トラップ管路外に排出した後に、前記第2搬送制御モードを実行することによって前記測定開始水位を形成することを特徴とする排尿情報測定装置。
A ball that stores water as a reservoir and receives the excrement of the subject,
A trap line that connects the ball to a sewage pipe and forms a sealed water in which the accumulated water blocks air flow with the sewage pipe;
Water supply that branches water from a water source into a rim water supply pipe that goes to a rim water outlet provided at the upper edge of the ball and a jet water pipe that goes to a jet water outlet provided in the lower part of the ball Branching means;
A water supply and storage means for storing water supplied from a water source , provided in the jet water supply line ;
Reserved water transfer means for transferring the stored water stored in the water supply storage means into the ball by an electric driving force;
A measurement start water level forming means for forming the water level of the stored water at a measurement start water level which is a water level for starting measurement;
A stored water level measuring means for measuring the level of the stored water;
Urine information calculating means for obtaining the excretion amount of the excrement based on the water level value obtained by measuring the water level of the accumulated water that changes from the measurement start water level by the excrement of the subject by the stored water level measurement means, In the urination information measuring device,
The stored water transport means can change the water supply rate, which is the amount of water to be transported per unit time,
The measurement start water level forming means, a first transfer control mode for controlling the operation of the stored water transfer means to the water supply rate at a level at which the water stored in the ball can be discharged out of the trap pipe by siphon phenomenon, A second transfer control mode for controlling the operation of the stored water transfer means to the water supply rate at a level capable of forming water in the ball, and a measurement start water level formation control means having a second transfer control mode.
The measurement start water level is formed by executing the second transfer control mode after executing the first transfer control mode and discharging the accumulated water in the ball to the outside of the trap pipe. Urination information measuring device.
前記測定開始水位が、前記トラップ管路の破封水位より高く、且つ、溢流水位よりも低い所定水位であることを特徴とする請求項1記載の排尿情報測定装置。   2. The urination information measuring device according to claim 1, wherein the measurement start water level is a predetermined water level that is higher than a break water level of the trap pipe and lower than an overflow water level.
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