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JPS59171559A - Water removing amount controller - Google Patents

Water removing amount controller

Info

Publication number
JPS59171559A
JPS59171559A JP58045791A JP4579183A JPS59171559A JP S59171559 A JPS59171559 A JP S59171559A JP 58045791 A JP58045791 A JP 58045791A JP 4579183 A JP4579183 A JP 4579183A JP S59171559 A JPS59171559 A JP S59171559A
Authority
JP
Japan
Prior art keywords
dialysate
water removal
pressure
circuit
hemodialyzer
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
JP58045791A
Other languages
Japanese (ja)
Other versions
JPS6410231B2 (en
Inventor
猛 柴田
和男 田倉
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.)
Terumo Corp
Original Assignee
Terumo Corp
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 Terumo Corp filed Critical Terumo Corp
Priority to JP58045791A priority Critical patent/JPS59171559A/en
Publication of JPS59171559A publication Critical patent/JPS59171559A/en
Publication of JPS6410231B2 publication Critical patent/JPS6410231B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 12発明の背景 (技術分野) 本発明は、腎不全、衰弱患者等に対する血液透析療法に
おいて、血液中の過剰水分を除去する際の除水量、いわ
ゆる限外濾過量を測定する装置に関するものである。
Detailed Description of the Invention 12 Background of the Invention (Technical Field) The present invention aims to improve the amount of water removed when removing excess water from the blood, the so-called ultrafiltration amount, in hemodialysis therapy for patients with renal failure, debilitation, etc. This relates to a measuring device.

(従来技術およびその問題点) 血液透析療法は血液透析器と呼ばれる装置によって行わ
れている。これは、半透膜を介して透析液と血液を接触
させて、その濃度勾配によって血液中の老廃物音、また
圧力差によって水分全透析液側に移行させるものである
。この際の水分の除去量(限外濾過量)は、その透析開
始から終了までの間に血液透析器から流出した透析液量
から、血液透析器に流入した透析g量を差し引いた量に
相当するが、透析中の任意時間における限外濾過量の正
確な値を測定することは、しばしば苦慮Jるところであ
る。通常、限外濾過量を測定するために患者の体重を測
定し、その体重減少から計算する。しかしながら、この
手間のかかる大は、数時間にも及ぶ血液透析中の食事、
排泄、発汗その他による体重変動を来たす要素を充分に
考慮できない。
(Prior art and its problems) Hemodialysis therapy is performed using a device called a hemodialyzer. In this method, the dialysate and blood are brought into contact through a semipermeable membrane, and all water is transferred to the dialysate side due to the sound of waste products in the blood and the pressure difference due to the concentration gradient. The amount of water removed at this time (ultrafiltration amount) is equivalent to the amount of dialysate that flows out of the hemodialyzer from the start to the end of dialysis minus the amount of dialysis grams that flowed into the hemodialyzer. However, it is often difficult to accurately measure the amount of ultrafiltration at any given time during dialysis. Usually, the ultrafiltration rate is determined by measuring the patient's weight and calculating it from the weight loss. However, this time-consuming process involves eating during hemodialysis, which lasts for several hours.
Factors that cause weight fluctuations such as excretion, sweating, etc. cannot be adequately considered.

しかるに、この限外濾過量は尿毒症患者などの治療に極
めて重要な医学的要素であるから、正確に測定できる方
式の提供が望inる。
However, since this ultrafiltration rate is an extremely important medical element in the treatment of uremic patients, it is desirable to provide a method that can accurately measure it.

そこで、第1図に示すような方式が考えられている。こ
れは、血液透析器1に対する流入路2と流出路3の途中
にそれぞれ流量計4,5を設け、各流量計4,5によっ
て血液透析器lに対する流入量と流出量を測定し、この
各流量の差から除水量(限外濾過量)を知ろうとするも
のである。すなわち、各流量計4,5で得た結果の差を
減算器6で求め、さらに積算器7でその差のa量全積算
することによシ総除水量を測定し、指示器8に表示する
。しかしながら、上記血液透析器1に供給する透析液の
液量は通常500rn//分であるのに対し、除水量は
約5−7分であり、このため、上記流量計4,5、減算
器6および積算器7は、1%の精度で除水量金求めるた
めには実に0.01%の精度のものを用いなければなら
ない。つまり、この方式を利用するためには極めて高価
な機器を用いる必要があり、特に流量計は高価でとても
実用的でない。
Therefore, a method as shown in FIG. 1 has been considered. Flowmeters 4 and 5 are provided in the middle of the inflow path 2 and outflow path 3 to the hemodialyzer 1, respectively, and the inflow and outflow amounts to the hemodialyzer 1 are measured by the flowmeters 4 and 5. The purpose is to find out the amount of water removed (ultrafiltration amount) from the difference in flow rate. That is, the difference between the results obtained by each flow meter 4 and 5 is determined by the subtractor 6, and the total amount of the difference is totaled by the integrator 7, thereby measuring the total amount of water removed and displaying it on the indicator 8. do. However, while the amount of dialysate supplied to the hemodialyzer 1 is normally 500 rn//min, the amount of water removed is approximately 5-7 minutes. 6 and integrator 7 must have an accuracy of 0.01% in order to obtain the amount of water removed with an accuracy of 1%. In other words, in order to use this method, it is necessary to use extremely expensive equipment, and flowmeters in particular are expensive and very impractical.

この流量計を用いるのと同杵の思想に基づき、容積計量
チャンバー等の精密な部品を使用しているものもある(
実開昭53−69441号、特開昭55−146164
号参照)。
Based on the idea of using this flow meter, some use precision parts such as volumetric measuring chambers (
Utility Model Publication No. 53-69441, Japanese Patent Application Publication No. 55-146164
(see issue).

このような高価な精密部品を用いたとしても、血液透析
器を通った後の透析液は老廃物等により汚扛ているため
、上記のような精密部品に老廃物が付着し、長期間の正
當な動作金得ることは困難であった。
Even if such expensive precision parts are used, the dialysate after passing through the hemodialyzer is contaminated with waste products, so the waste products adhere to the precision parts mentioned above, resulting in long-term problems. It was difficult to obtain proper operating funds.

L 発明の目的 従って、本発明の目的は、高価な精密部品音用いること
なく、老廃物の付着等の影響を受けにくく、かつ構成部
品数の少ないシンプルで信頼性の高い除水量測定装置を
提供しようとするにある。
L. Purpose of the Invention Accordingly, the purpose of the present invention is to provide a simple and reliable water removal amount measuring device that does not use expensive precision parts, is less susceptible to the effects of adhesion of waste materials, and has a small number of component parts. I'm trying.

本発明の他の目的は、本発明装fRkユニット化して、
従来より使用されている既存の透析関連装置に容易に付
加できるよう構成した除水量測定装置を提供しようとす
るにある。
Another object of the present invention is to convert the present invention into an fRk unit,
It is an object of the present invention to provide a water removal amount measuring device configured so that it can be easily added to existing dialysis-related equipment that has been used in the past.

10発明の具体的構成 本発明によれば、血液透析器と、この血液透析器に透析
液を供給する流入回路と、前記血液透析器から透析液を
排出する流出回路とを具え、血液と透析液とを前記透析
器を介して接触させることにより透析を行うよう構成さ
nた血液透析装置において、除水量測定時に透析液の前
記血液透析器への供給排出を遮断する前記流人出回路に
接続されたバイパス回路と、前記血液透析器の下流の静
脈血の圧力を測定する第1圧力センサーと、前記透析液
流出回路の圧力’k I11定する第2圧力センサーと
、前記流出回路に接続され、流出回路の透析液から強制
的に除水することができるよう構成された除水量測定回
路と、通常の透析モード中に所定時間隔毎に除水量測定
モードを導入するよう構成された制御装置とを具え、前
記制御装置は、通常の透析モードでは透析液は前記流入
回路から前記流出回路を経て流れて透析が行われる一方
、除水量測定モードに切換制御された時には透析液は前
記バイパス回路で前記透析器に流量ないようバイパスさ
れた上で、前記除水量測定回路において所望除水験に強
制的に除水した蒔の前記第1センサーによる静脈血圧と
前記第2センサーによる透析液圧との間の圧力差を測定
し、次の通常の透析モードでは前記圧力差に応じて透析
全行い、この操作ケ繰り返し行うよう構成することによ
り、上記目的を達成することができる。前記バイパス回
路は、通常の透析モード時には透析液を前記血液透析器
に供給排除し、除水量測定モード時には前記血液透析器
への透析液の供給排除を遮断するよう自動制御される三
方弁で構成するのが好ましい。前記除水量測定回路は、
透析液から強制的に除水する手段として定量ポンプを設
けるのが良い。
10 Specific Structure of the Invention According to the present invention, the present invention includes a hemodialyzer, an inflow circuit for supplying dialysate to the hemodialyzer, and an outflow circuit for discharging dialysate from the hemodialyzer. In a hemodialysis apparatus configured to perform dialysis by contacting a fluid with a dialyzer through the dialyzer, the flow-out circuit is configured to cut off supply and discharge of dialysate to the hemodialyzer when measuring the amount of water removed. a bypass circuit connected to the hemodialyzer, a first pressure sensor for measuring the pressure of venous blood downstream of the hemodialyzer, and a second pressure sensor for determining the pressure of the dialysate outflow circuit, connected to the outflow circuit; and a water removal amount measurement circuit configured to forcibly remove water from the dialysate in the outflow circuit, and a control configured to introduce a water removal amount measurement mode at predetermined time intervals during normal dialysis mode. The control device is configured such that in the normal dialysis mode, the dialysate flows from the inflow circuit to the outflow circuit to perform dialysis, while when the control is switched to the water removal measurement mode, the dialysate flows through the bypass circuit. The venous blood pressure measured by the first sensor and the dialysate pressure measured by the second sensor are bypassed so that there is no flow to the dialyzer in the circuit, and water is forcibly removed to the desired water removal level in the water removal amount measurement circuit. The above object can be achieved by measuring the pressure difference between the dialysis and dialysis, performing the entire dialysis according to the pressure difference in the next normal dialysis mode, and repeating this operation repeatedly. The bypass circuit is configured with a three-way valve that is automatically controlled to supply and remove dialysate to the hemodialyzer in normal dialysis mode, and to cut off the supply and removal of dialysate to the hemodialyzer in water removal measurement mode. It is preferable to do so. The water removal amount measurement circuit is
A metering pump is preferably provided as a means for forcibly removing water from the dialysate.

前記第1および第2圧力センサーによりl′lll定さ
れる圧力値は、複数回の測定値の平均値を用いるよう構
成することができる。
The pressure values determined by the first and second pressure sensors can be configured to use an average value of a plurality of measured values.

以下、本発明による除水量制御装置を、添付図面に示す
好適実施例につき詳細に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The water removal amount control device according to the present invention will be described in detail below with reference to preferred embodiments shown in the accompanying drawings.

一般に、血液透析は、血液透析器10に血液ポンプ11
によシ加圧して血gを血液回路12に流す一方、透析液
を流入回路13および流出回路14を経て血液透析器1
0に還流させ、血液と透析液とを血液透析器において接
触させて行なっている。
Generally, in hemodialysis, a blood pump 11 is used in a hemodialyzer 10.
While pressurizing the blood g to flow into the blood circuit 12, the dialysate passes through the inflow circuit 13 and outflow circuit 14 to the hemodialyzer 1.
The blood is refluxed to 0 and the dialysate is brought into contact with the dialysate in a hemodialyzer.

この時、血液からの除水量が非常に重要なファクターで
あるにもかかわらず、従来のような透析液の流量測定な
どによる方法では滴定できない状態にあったことは前述
の通りである。
At this time, although the amount of water removed from the blood is a very important factor, it was not possible to titrate it using conventional methods such as measuring the flow rate of dialysate, as described above.

本発明においては、透析さるべき静脈血圧と透析後の透
析液圧との圧力差(濾過圧)が除水量に相関するという
思想に基づき、この圧力差を所望の除水量に関して求め
、求めた圧力差に応じて透析を行い、経時的に設定圧力
差全適切に補正して適正な除水を行うよう自動制御する
In the present invention, based on the idea that the pressure difference (filtration pressure) between the venous blood pressure to be dialyzed and the dialysate pressure after dialysis is correlated with the amount of water removed, this pressure difference is determined in relation to the desired amount of water removed, and the calculated pressure is Dialysis is performed according to the difference, and automatic control is performed to appropriately correct the set pressure difference over time and perform appropriate water removal.

そのため、第2図に示すように、静脈血圧測定用の圧力
センサー15を血液透析器10の下流の血液回路12に
設置し、透析後の透析液の圧力を測定するだめの圧力セ
ンサー16を流出回路14に設備する。才だ、通常の透
析モードから除水量測定モードに切換制御された時に、
血液透析器10−・の透析液の供給ならびにこれからの
透析液の排除を中断するバイパス回路17を設ける。バ
イパス回路は、流入および流出回路それぞれに三方弁1
8、l’l、H設置し、これらを管路20で接続して構
成するのが好ましい。さらに、流出回路14には除水量
測定回路21を接続して設ける。除水量測定回路は流出
回路の透析液から強制的に除水できるよう構成されてい
れば良く、第2図に示す例では管路22に定量ポンプ2
3を介挿し、管路22末端に除水tk;¥f、欣器24
を有する。
Therefore, as shown in FIG. 2, a pressure sensor 15 for measuring venous blood pressure is installed in the blood circuit 12 downstream of the hemodialyzer 10, and a pressure sensor 16 for measuring the pressure of dialysate after dialysis is installed in the blood circuit 12 downstream of the hemodialyzer 10. It is installed in the circuit 14. When the control is switched from normal dialysis mode to water removal measurement mode,
A bypass circuit 17 is provided which interrupts the supply of dialysate to the hemodialyzer 10-- as well as the removal of dialysate therefrom. The bypass circuit has one three-way valve for each inflow and outflow circuit.
It is preferable to install 8, l'l, and H and connect these with a conduit 20. Further, a water removal amount measuring circuit 21 is connected to and provided in the outflow circuit 14. The water removal amount measurement circuit only needs to be configured so that water can be forcibly removed from the dialysate in the outflow circuit, and in the example shown in FIG.
3, and remove water at the end of the pipe 22;
has.

なお、バイパス回路17および除水量測定回路21を、
必要に応じて上記の如く切換制御することができるよう
構成することができるものであれば、三方弁18.19
の代りに他の弁、例えば複数の二方弁やピンチパルプを
用いることもできる。
In addition, the bypass circuit 17 and the water removal amount measurement circuit 21 are
A three-way valve 18.19, if it can be configured to perform switching control as described above, if necessary.
Other valves may be used instead, such as multiple two-way valves or pinch pulp.

そして、上述した圧力センサー15,16、三方弁18
,19、定量ポンプ23外どけ制御装置25に接続され
、除水量測定モードおよび透析モードを通じて制御され
る。制御装置25はマイクロコンピュータ26を有し、
圧力センサーからの信号は増幅器27およびAD変換器
28等によ他処理されて、マイクロコンピュータ26に
入力される。圧力センサー15.16での圧力測定、三
方弁18.19の作動、定量ポンプ23の作動などを含
む除水量測定モードと透析モードとの間の切換制御も、
全て後述するように制御装置25により行われる。制御
装置25では、除水量測定モードの補正サイクル設定2
9、除水率設定30、除水量表示31、圧力表示32な
ど、所要に応じた設定、表示を行うことができる。
The pressure sensors 15, 16 and the three-way valve 18 described above are
, 19, the metering pump 23 is connected to the external discharge control device 25 and controlled through the water removal amount measurement mode and the dialysis mode. The control device 25 has a microcomputer 26,
The signal from the pressure sensor is further processed by an amplifier 27, an AD converter 28, etc., and then inputted to a microcomputer 26. Switching control between the water removal amount measurement mode and the dialysis mode, including pressure measurement with the pressure sensor 15, 16, operation of the three-way valve 18, 19, operation of the metering pump 23, etc.
All of this is done by the control device 25 as will be described later. In the control device 25, the correction cycle setting 2 of the water removal amount measurement mode is set.
9. Water removal rate setting 30, water removal amount display 31, pressure display 32, etc. can be set and displayed as required.

■0発明の具体的作用 次に、本発明による除水量制御装置の制御動作につき簡
単に説明する。
(1) Specific operation of the invention Next, the control operation of the water removal amount control device according to the invention will be briefly explained.

第3図には本発明の制御装置のタイミングチャートラ示
す。通常は透析モードで運転され、一定の除水量補正サ
イクル毎(例えば1時間毎)に除水量測定モードという
補正時間(例えば4分)が導入され、それぞれ補正サイ
クルタイマー、補正時間タイマーによりシーケンス制御
される(第3図の制御線1.N参照)。
FIG. 3 shows a timing chart of the control device of the present invention. Normally, it is operated in dialysis mode, and a correction time (for example, 4 minutes) called water removal measurement mode is introduced every fixed water removal correction cycle (for example, every hour), and the sequence is controlled by a correction cycle timer and a correction time timer. (See control line 1.N in Figure 3).

通常の透析モードでは、三方弁18.19は実線で示さ
れる位置にあって、透析液は監視装置36から流入回路
13、血液透析器1o、流出回路14を経て循環供給さ
れ、血液の透析が行われる。一方、透析モードから除水
量測定モードの補正モードに切り換えられて本発明制御
装置の電源スィッチがオンとなると、三方弁18.19
は点線で示す位置に切り換えられて、透析液は流入回路
13からバイパス管路20を経て流出回路14を経て監
視装@36に戻されると同時に、透析液回路は両三方弁
の切換により密閉され、透析液の供給および排出は遮断
される。
In normal dialysis mode, the three-way valves 18 and 19 are in the position shown by the solid line, and dialysate is circulated from the monitoring device 36 through the inflow circuit 13, the hemodialyzer 1o, and the outflow circuit 14, and blood dialysis is performed. It will be done. On the other hand, when the dialysis mode is switched to the correction mode of the water removal measurement mode and the power switch of the control device of the present invention is turned on, the three-way valve 18.19
is switched to the position shown by the dotted line, and the dialysate is returned from the inflow circuit 13 via the bypass line 20 to the outflow circuit 14 to the monitoring device @ 36, and at the same time the dialysate circuit is sealed by switching both three-way valves. , the dialysate supply and drainage are shut off.

そして、除水量測定(補正)モードでは、設定除水率に
対応した速さで定量ポンプ23が回転し、イーカムにて
除水が行われ、計量器24に除水量が実沖1される。こ
の時、血液透析器の透析膜の両側にはその時の除水率に
応じた濾過圧が発生する。
In the water removal amount measurement (correction) mode, the metering pump 23 rotates at a speed corresponding to the set water removal rate, water is removed by the e-cam, and the actual water removal amount is displayed on the meter 24. At this time, filtration pressure is generated on both sides of the dialysis membrane of the hemodialyzer depending on the water removal rate at that time.

この濾過圧を圧カセン’J−15.16’i7介して測
定し、制御装置25にて記憶するとともに圧力表示器3
2に圧力目標値として表示される。圧力センサーによる
圧力の測定は、例えば0.1秒毎に測定した値全平均化
処理して用いるのが除水量の精度ケ上げるのに好ましい
This filtration pressure is measured via the pressure sensor 'J-15.
2 is displayed as the pressure target value. In order to increase the accuracy of the amount of water removed, it is preferable to use a pressure sensor to average the values measured every 0.1 seconds, for example.

このように補正モードで所定時間が経過すると補正モー
ドは終了し、透析モードに移行する。この時、三方弁1
8.19は再び実線で示される位置になり、透析液は血
液透析器10に供給されて透析が行われる。透析モード
中は、記憶された圧力目標値と、時々刻々変化する実際
の圧力値がともに圧力表示器32に表示され、濾過圧調
整のための指針となる。
In this manner, when a predetermined period of time has elapsed in the correction mode, the correction mode ends and the mode shifts to the dialysis mode. At this time, three-way valve 1
8.19 is again at the position shown by the solid line, and the dialysate is supplied to the hemodialyzer 10 to perform dialysis. During the dialysis mode, both the stored pressure target value and the actual pressure value, which changes from moment to moment, are displayed on the pressure display 32 and serve as a guideline for adjusting the filtration pressure.

実際の圧力値が圧力目標値と等しい時、除水率は設定除
水率に等しいとし、また実際の圧力値と圧力目標値との
間は差がある時には、その差に応じて除水率を補正する
ことにより除水量を算出積算して、除水量表示31とし
て表示することができる。
When the actual pressure value is equal to the pressure target value, the water removal rate is assumed to be equal to the set water removal rate, and when there is a difference between the actual pressure value and the pressure target value, the water removal rate is determined according to the difference. By correcting the amount of water removed, the amount of water removed can be calculated and integrated and displayed as the amount of water removed display 31.

なお、第3図にも示すように、所定の補正サイクル時間
が経過すると自動的に補正モード(除水量測定モード)
に切り換わシ、再び上述した操作が行われる。具体的制
御の一例として、第4図にメインルーチン、第5図に除
水量計量ルーチン、第6図に圧力サンプリングルーチン
を示す。
As shown in Fig. 3, when the predetermined correction cycle time has elapsed, the correction mode (water removal amount measurement mode) is automatically activated.
, and the above-described operation is performed again. As an example of specific control, FIG. 4 shows a main routine, FIG. 5 shows a water removal amount measurement routine, and FIG. 6 shows a pressure sampling routine.

また、本発明の制御装置では、次のような演算により除
水量を算出している。
Further, in the control device of the present invention, the amount of water removed is calculated by the following calculation.

設定除水率 Q(t/h) 補正中に得られた圧力目標値 R(mmHg )7.5
秒ごとに平均化された圧力値 P (xHg )真の濾
過圧力値とPとの差に相当する圧力値d (sxHg 
) 7.5秒間の除水量 q (ml ) 次に、本発明の除水量制御装置の具体例を示す。
Set water removal rate Q (t/h) Pressure target value obtained during correction R (mmHg) 7.5
Pressure value P (xHg) averaged every second Pressure value d (sxHg) corresponding to the difference between the true filtration pressure value and P
) Water removal amount for 7.5 seconds q (ml) Next, a specific example of the water removal amount control device of the present invention will be shown.

定量ポンプ23として、第7図のポンプ特性および第8
図のイーカム特性を有する30−ラタイプのポンプを用
いた。このようなポンプを用いた時の試験結果を示すレ
コーダー記録例を、第9図および第10図に示す。両図
において、aは圧力目標値、bは濾過圧、Cは除水量を
示す。さらに、この時の除水量計量精度を第11図に示
す。
As the metering pump 23, the pump characteristics shown in FIG.
A 30-La type pump having the Ecam characteristics shown in the figure was used. Examples of recorder records showing test results using such a pump are shown in FIGS. 9 and 10. In both figures, a indicates the target pressure value, b indicates the filtration pressure, and C indicates the amount of water removed. Furthermore, the accuracy of measuring the amount of water removed at this time is shown in FIG.

第11図の除水量計量精度図からもわかるように、表示
除水量と実測除水量との間にはいくぶんの誤差がある。
As can be seen from the water removal measurement accuracy diagram in FIG. 11, there is some error between the displayed water removal amount and the actually measured water removal amount.

これはできるだけ小さい方が望ましいのである。本発明
装置では濾過圧値により間接的に除水jetf計量して
いるが、真の濾過圧と本装置で測定される濾過圧とでは
、次の2点を原因としたズレがあり、誤差原因になって
いる。このAt考慮すれば、さらに精度同士を図ること
ができる。
It is desirable that this be as small as possible. In the device of the present invention, water removal jetf is measured indirectly using the filtration pressure value, but there is a discrepancy between the true filtration pressure and the filtration pressure measured by this device due to the following two points, which may be the cause of the error. It has become. If this At is taken into account, the accuracy can be further improved.

(1)血液透析器と圧力測定点との高さの差によって生
ずる圧力差。
(1) Pressure difference caused by the difference in height between the hemodialyzer and the pressure measurement point.

(2)血液透析器と圧力測定点との間を透析液または血
液が流、れる時岐生ずる圧力損失。
(2) Pressure loss that occurs when dialysate or blood flows between the hemodialyzer and the pressure measurement point.

■0発明の具体的効果 本発明による除水量制御装置は、従来のものに比して以
下に述べるような多くの利点にもたらす。
(2) Specific Effects of the Invention The water removal amount control device according to the present invention provides many advantages over conventional devices as described below.

(1)従来のように精密かつ高価な流景計、流量チャン
バーなどを多数用いていないために、これらに付着する
老廃物等による精度低下などの影響を受けず、部品数が
極めて少なくなっているから、比較的精度の良い安価な
除水量制御装置が得られる。
(1) Because it does not use a large number of precise and expensive flowmeters, flow chambers, etc. as in the past, it is not affected by deterioration in accuracy due to waste materials that adhere to them, and the number of parts is extremely small. Therefore, a comparatively accurate and inexpensive water removal amount control device can be obtained.

(2)一定時間毎に除水ft、に補正していくことがで
きるよう構成されているから、透析系の経時変化に対し
て有効に追随補償することができる。
(2) Since it is configured to be able to correct the water removal ft at regular intervals, it is possible to effectively track and compensate for changes in the dialysis system over time.

(3)本発明の装置はユニット化して従来の装置に付加
して使用することができ、従来の監視装置に加えて除水
量の精度向上を図ることができる。
(3) The device of the present invention can be made into a unit and used as an addition to a conventional device, and can be used in addition to a conventional monitoring device to improve the accuracy of the amount of water removed.

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

第□図は従来。限外枦amin定装置。線図、第2図は
本発明の除水量制御装置の構成図、第3図は本発明の除
水量制御装置のタイミングチャー2ト、第4図、第5図
および第6図は本発明の除水量制御装置のフローチャー
ト、第7図および第8図は用いた定量ポンプの特性會示
す図、第9図および第10図は本発明装置の試験結果の
記録図、第11図は本発明装置の除水量計測精度?示す
図である。 符号の説明 10・・血液透析器、11・・・血液ポンプ、12・・
・血液回路、13・・・流入回路、14・・・流出回路
、15゜16・・・圧力センサー、17・・−バイパス
回路、18゜19・・・三方弁、20・・−バイパス管
路、21・・・除水量測定回路、22・・・除水量測定
管路、23・・・定量ポンプ、24・・・計量器、25
・・・制御装置、26・・・マイクロコンピュータ、2
7・−・増幅器、28・・・AD変換器、29・・・補
正サイクル設定器、30・−・除水穿設定器、31・・
・除水量表示器、32・・・圧力表示器、33.34,
35・・・透析液の流れ、36・・・監視装置 第6図 第2図 2 第7図 ポンプ回転数(rpm)
Figure □ is the conventional one. Limitless amin determination device. 2 is a configuration diagram of the water removal amount control device of the present invention, FIG. 3 is a timing chart 2 of the water removal amount control device of the present invention, and FIGS. 4, 5, and 6 are diagrams of the water removal amount control device of the present invention. A flowchart of the water removal amount control device, FIGS. 7 and 8 are diagrams showing the characteristics of the metering pump used, FIGS. 9 and 10 are records of test results of the device of the present invention, and FIG. 11 is a diagram of the device of the present invention. Accuracy in measuring the amount of water removed? FIG. Explanation of symbols 10...Hemodialyzer, 11...Blood pump, 12...
・Blood circuit, 13... Inflow circuit, 14... Outflow circuit, 15° 16... Pressure sensor, 17... - Bypass circuit, 18° 19... Three-way valve, 20... - Bypass pipe line , 21...Water removal amount measuring circuit, 22...Water removal amount measurement pipe line, 23... Metering pump, 24... Measuring instrument, 25
...Control device, 26...Microcomputer, 2
7... Amplifier, 28... AD converter, 29... Correction cycle setting device, 30... Water removal perforation setting device, 31...
・Water removal amount indicator, 32...Pressure indicator, 33.34,
35...Flow of dialysate, 36...Monitoring device Figure 6 Figure 2 Figure 7 Figure 7 Pump rotation speed (rpm)

Claims (4)

【特許請求の範囲】[Claims] (1)血液透析器と、この血液透析器に透析液を供給す
る流入回路と、前記血液透析器から透析液を排出する流
出回路とを具え、血液と透析液とを前記透析器を介して
接触させることにより透析を行うよう構成された血液透
析装置において、除水量測定時に透析液の前記血液透析
器への供給排出を遮断する前記流人出回路に接続さnた
バイパス回路と、前記血i透析器の下流の静脈血の圧力
を測定する第1圧力センサーと、前記透析液流出回路の
圧力全測定する第2圧力センサーと、前記流出回路に接
続され、流出回路の透析液から強制的に除水することが
できるよう構成された除水量測定回路と、通常の透析モ
ード中に所定時間隔毎に除水量測定モードを導入するよ
う構成された制御装置とを具え、前記制御装置は、通常
の透析モードでは透析液は前記流入回路から前記流出回
路を経て流れて透析が行われる一方、除水量測定モード
に切換制御さnた時には透析液は前記バイパス回路で前
記血液透析器に流れないようバイパスさnた上で、前記
除水量測定回路において所望除水量に強制的に除水した
時の前記第1センサーによる静脈血圧と前記第2センサ
ーによる透析液圧との間の圧力差全測定し、次の通常の
透析モードでは前記圧力差に応じて透析を行い、この操
作を繰り返し行うよう構成したこと全特徴とする除水量
制御装置。
(1) A hemodialyzer, an inflow circuit for supplying dialysate to the hemodialyzer, and an outflow circuit for discharging dialysate from the hemodialyzer, and blood and dialysate are transported through the dialyzer. A hemodialysis apparatus configured to perform dialysis by contacting the hemodialyzer includes a bypass circuit connected to the outflow circuit that cuts off the supply and discharge of dialysate to the hemodialyzer when measuring the amount of water removed; a first pressure sensor that measures the pressure of venous blood downstream of the dialyzer; a second pressure sensor that measures the total pressure of the dialysate outflow circuit; a water removal amount measuring circuit configured to be able to perform water removal; and a control device configured to introduce a water removal amount measurement mode at predetermined time intervals during a normal dialysis mode, the control device comprising: In normal dialysis mode, the dialysate flows from the inflow circuit to the outflow circuit to perform dialysis, but when the control is switched to water removal measurement mode, the dialysate does not flow to the hemodialyzer through the bypass circuit. the total measurement of the pressure difference between the venous blood pressure by the first sensor and the dialysate pressure by the second sensor when water is forcibly removed to a desired amount in the water removal amount measuring circuit In the next normal dialysis mode, dialysis is performed according to the pressure difference, and this operation is repeated.
(2)前記バイパス回路は、通常の透析モード時には透
析液を前記血液透析器に供給排除し、除水量測定モード
時には前記血液透析器への透析液の供給排除全遮断する
よう自動制御される三方弁で構成してなる特許請求の範
囲第1項に記載の除水量制御装置。
(2) The bypass circuit is automatically controlled to supply and remove dialysate to the hemodialyzer in normal dialysis mode, and completely shut off the supply and removal of dialysate to the hemodialyzer in water removal measurement mode. The water removal amount control device according to claim 1, which comprises a valve.
(3)前記除水量測定回路は、透析液から強制的に除水
する手段として定量ポンプを具える特許請求の範囲第1
項または第2項に記載の除水量制御装置。
(3) The water removal amount measuring circuit includes a metering pump as means for forcibly removing water from the dialysate.
The water removal amount control device according to item 1 or 2.
(4)前記第1および第2圧力センサーにより測定さ扛
る圧力値は、複数回の測定値の平均値を用いるよう構成
した特許請求の範囲第1項ない、し第3項のいずれかに
記載の除水量制御装置。
(4) The pressure values measured by the first and second pressure sensors are configured to use an average value of a plurality of measurement values. The water removal amount control device described.
JP58045791A 1983-03-18 1983-03-18 Water removing amount controller Granted JPS59171559A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58045791A JPS59171559A (en) 1983-03-18 1983-03-18 Water removing amount controller

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58045791A JPS59171559A (en) 1983-03-18 1983-03-18 Water removing amount controller

Publications (2)

Publication Number Publication Date
JPS59171559A true JPS59171559A (en) 1984-09-28
JPS6410231B2 JPS6410231B2 (en) 1989-02-21

Family

ID=12729095

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58045791A Granted JPS59171559A (en) 1983-03-18 1983-03-18 Water removing amount controller

Country Status (1)

Country Link
JP (1) JPS59171559A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61203971A (en) * 1985-03-06 1986-09-09 日本メデイカルエンジニアリング株式会社 Water removing and stopping apparatus in blood dialysis
JPS61240965A (en) * 1985-04-18 1986-10-27 株式会社 メテク Water removing amount indicating control in blood dialysis

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61203971A (en) * 1985-03-06 1986-09-09 日本メデイカルエンジニアリング株式会社 Water removing and stopping apparatus in blood dialysis
JPH0236114B2 (en) * 1985-03-06 1990-08-15 Nippon Medeikaru Enjiniaringu Kk
JPS61240965A (en) * 1985-04-18 1986-10-27 株式会社 メテク Water removing amount indicating control in blood dialysis
JPH028743B2 (en) * 1985-04-18 1990-02-27 Meteku Kk

Also Published As

Publication number Publication date
JPS6410231B2 (en) 1989-02-21

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