JP2907042B2 - Method for calculating cross-sectional area in bathtub and method for controlling hot water in automatic bath apparatus - Google Patents

Method for calculating cross-sectional area in bathtub and method for controlling hot water in automatic bath apparatus

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Publication number
JP2907042B2
JP2907042B2 JP6338336A JP33833694A JP2907042B2 JP 2907042 B2 JP2907042 B2 JP 2907042B2 JP 6338336 A JP6338336 A JP 6338336A JP 33833694 A JP33833694 A JP 33833694A JP 2907042 B2 JP2907042 B2 JP 2907042B2
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JP
Japan
Prior art keywords
water level
water
bathtub
difference
sectional area
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
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JP6338336A
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Japanese (ja)
Other versions
JPH08189695A (en
Inventor
佳和 濱谷
洋二 畠
賢謙 久保谷
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NOORITSU KK
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NOORITSU KK
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Priority to JP6338336A priority Critical patent/JP2907042B2/en
Publication of JPH08189695A publication Critical patent/JPH08189695A/en
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Description

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

【0001】[0001]

【産業上の利用分野】本発明は浴槽内の断面積を自動的
に求積する方法に関する。また、本発明は当該浴槽内断
面積の求積方法を用いて浴槽内の設定水位まで自動的に
お湯張りを行なうための方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for automatically determining a sectional area in a bathtub. The present invention also relates to a method for automatically filling hot water to a set water level in the bathtub using the method for calculating the cross-sectional area in the bathtub.

【0002】[0002]

【従来の技術】旧来の自動風呂装置にあっては、10リ
ットル程度の少量の湯の落し込みと循環判定を何度も繰
り返してバスアダプターレベルを検出した後、バスアダ
プターレベルから一定高さに設定された設定水位を越え
るまで、少量の湯を浴槽に落とし込んでは設定水位より
も上まで水位が上昇したか否か検出する操作を繰り返し
ていた。
2. Description of the Related Art In a conventional automatic bath apparatus, a bath adapter level is detected by repeatedly dropping a small amount of water of about 10 liters and judging circulation many times, and then the bath adapter level is lowered to a certain level. Until the set water level was exceeded, a small amount of hot water was dropped into the bathtub and the operation of detecting whether the water level had risen above the set water level was repeated.

【0003】このため旧来の自動風呂装置では、設定水
位まで湯を溜めるためのシーケンスが複雑になり、設定
水位まで給湯するためには少量の湯の落し込みを何度も
繰り返さねばならず、給湯時間が長くかかっていた。
For this reason, in a conventional automatic bath apparatus, a sequence for storing hot water to a set water level becomes complicated, and in order to supply hot water to the set water level, a small amount of hot water must be repeatedly dropped. It took a long time.

【0004】そこで、浴槽内断面積を求める処理を用い
ることにより、簡単なシーケンスで設定水位まで自動給
湯することができ、お湯張り時間を短縮することのでき
る湯張り制御方法が提案されている(例えば、特開平2
−267459号公報)。図10は従来の湯張り制御方
法において用いられている浴槽内断面積を求めるための
手順を示すフロー図であって、図11はその説明図であ
る。
Therefore, a hot water filling control method has been proposed in which hot water can be automatically supplied to a set water level in a simple sequence by using a process for obtaining a cross-sectional area in a bath tub, and the hot water filling time can be shortened ( For example, JP-A-2
-267459). FIG. 10 is a flowchart showing a procedure for obtaining a cross-sectional area in a bathtub used in a conventional hot water filling control method, and FIG. 11 is an explanatory diagram thereof.

【0005】従来方法を図10及び図11に従って説明
する。この方法では、浴槽109内の水位h1を検出し
た(S101)後、これ以前の処理により計算された浴
槽109内の断面積を用いて、設定水位hSまで湯を張
るのに必要な湯量q1を求め、当該湯量q1の湯を浴槽1
09内に落とし込む(S102)。しかし、浴槽109
内は上方で広くなっている場合があるので、通常水位は
設定水位hSまで達せず、設定水位hSよりも低くなる。
そこで、湯量q1の落し込み後の水位h2(<hS)を検
出し(S103)、水位h1と水位h2との平均断面積 S1=q1/(h2−h1) を求め(S104)、この断面積S1を用いて再び設定
水位hSまで湯を張るために必要な湯量 q2=(hS−h2)・S1 を求め(S105)、当該湯量q2の湯を浴槽109内
に落とし込んでいる(S106)。この後、湯量q2
落し込み後の水位h3を検出し(S107)、水位h2
水位h3との平均断面積 S2=q2/(h3−h2) … を求めている(S108)。そして、検出した水位h3
と設定水位hSとの水位差が一定値以上あれば、設定水
位hSまで湯を張るための追加給湯量を演算し、求めた
追加給湯量の湯を浴槽109に落とし込んでいる。
A conventional method will be described with reference to FIGS. In this method, after the detected water level h 1 in the bathtub 109 (S101), using the cross-sectional area of the bathtub 109 which has been calculated this previous operations, necessary quantity of water to put the water up to the set water level h S q 1 is obtained and the hot water of the hot water amount q 1 is supplied to the bathtub 1
09 (S102). However, bathtub 109
Since the inner is sometimes wider above, usually water level does not reach to the set water level h S, it becomes lower than the set water level h S.
Therefore, hot water q 1 of drop included after the water level h 2 (<h S) detects (S103), the average of the level h 1 and the water level h 2 cross-sectional area S 1 = q 1 / (h 2 -h 1) the calculated (S104), hot water q 2 = needed to tension the hot water again until the set water level h S using this cross-sectional area S 1 (h S -h 2) · S 1 the calculated (S105), the hot water q The second hot water is dropped into the bathtub 109 (S106). Thereafter, to detect the water level h 3 after inclusive drop of hot water q 2 (S107), the average cross-sectional area S 2 = q 2 / (h 3 -h 2) of the water level h 2 and the water level h 3 ... a seek (S108). Then, the detected water level h 3
If the water level difference between the set water level h S is more than a predetermined value, it calculates the additional hot water supply amount for tensioning the hot to the set water level h S, and plunge into bath 109 the hot water of additional hot water supply amount calculated.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、湯量q
1は水位が設定水位hSまで届くように計算された値であ
るから、水位h2と設定水位hSとの差は小さく、補正の
ための落し込み湯量q2も通常は小さな値となる。この
ため、湯量q2を落とし込む前後の水位h2と水位h3
の水位差も小さくなる。
However, the amount of hot water q
1 because it is the value computed as the water level reaches to the set water level h S, small difference between the water level h 2 and set water level h S, a drop-inclusive hot water q 2 also usually small value for correction . Therefore, also reduced the water level difference between the water level h 2 and the water level h 3 before and after dropping the hot water q 2.

【0007】しかして、水位h2と水位h3との水位差が
ほとんどない状態や水面が波打って振動している状態で
水位h3を検出すると、水位h3の検出誤差が大きくなる
ので、前記式から断面積S2を求めると、断面積S2
誤差が大きくなるという問題があった。
[0007] Thus, when detecting the water level h 3 in a state where the water level difference between the water level h 2 and the water level h 3 is oscillating wavy almost no or water, because the detection error of the water level h 3 increases When determining the cross-sectional area S 2 from the equation, there is a problem that an error of the cross-sectional area S 2 is increased.

【0008】特に、水位h3が実際よりも低く検出され
た場合には、断面積S2がかなり大きな値に演算され、
断面積S2に基づいて演算される落し込み湯量が多くな
るので、場合によっては浴槽109から湯が溢れる心配
があった。
In particular, when the water level h 3 is detected to be lower than the actual level, the cross-sectional area S 2 is calculated to be a considerably large value,
Since the amount of dropped hot water calculated based on the cross-sectional area S 2 increases, there is a concern that hot water may overflow from the bathtub 109 in some cases.

【0009】本発明は叙上の従来例に鑑みてなされたも
のであり、その第1の目的とするところは浴槽内の断面
積を精度よく演算することにある。特に、水位の検出値
に誤差を含む場合でも、精度よく断面積を演算すること
にある。さらに、設定水位近傍における断面積を精度よ
く演算することにある。
The present invention has been made in view of the above-mentioned conventional example, and a first object of the present invention is to accurately calculate a cross-sectional area in a bathtub. In particular, it is to calculate the cross-sectional area with high accuracy even when the detected value of the water level includes an error. Another object is to accurately calculate the cross-sectional area near the set water level.

【0010】また、第2の目的とするところは、浴槽内
の設定水位まで精度よく自動的に湯張りを行なえるよう
にすることにある。
It is a second object of the present invention to automatically and accurately fill a bath to a set water level in a bathtub.

【0011】請求項1の浴槽内断面積の求積方法は、浴
槽内の水位を検出する手段と、浴槽への水の落し込み量
を検出する手段とを備え、浴槽への水の落し込み量とそ
の際の水位上昇量とから浴槽内断面積を求める方法であ
って、浴槽内に水を落とし込んで、その際の浴槽に水を
落とし込む前後の水位差を検出し、その水位差が一定値
以上の場合には、当該水の落し込み量および当該落し込
み前後の水位差とから浴槽内断面積を求め、浴槽内に水
を落とし込んで、その際の浴槽に水を落とし込む前後の
水位差を検出し、その水位差が一定値以下の場合には、
当該水の落し込み量と当該落し込み前に行なった先の
落し込みの際の落し込み量との和、および当該水の
し込み後の水位と前記先の水の落し込み前の水位との水
位差から浴槽内断面積を求めることを特徴としている。
According to a first aspect of the present invention, there is provided a method for determining a cross-sectional area in a bath tub, comprising: means for detecting a water level in the bath tub; and means for detecting an amount of water dropped into the bath tub. This is a method of calculating the cross-sectional area in a bathtub from the amount and the amount of rise in the water level at that time, and the difference in water level before and after the water is dropped into the bathtub at that time is detected, and the difference in the water level is constant. If the value is equal to or greater than the value, calculate the cross-sectional area in the bathtub from the amount of water drop and the difference in water level before and after the drop, and fill the bathtub with water.
Before and after dropping water into the bathtub at that time
If the water level difference is detected and the water level difference is below a certain value,
The amount of the water drop and the water before the drop
Ru seek bathtub sectional area sum, and the water level difference between the drop <br/> and after inclusive level of the water and dropped inclusive prior to the water level of the destination of the water and dropped inclusive amount in the inclusive drop of It is characterized a call.

【0012】浴槽へ一定量の水を落とし込んだとき、そ
前後の水位差と浴槽内断面積とは反比例しているの
で、落し込み前後の水位差が一定以上の場合には、水を
落とし込んだ際の水位の検出値に誤差があっても浴槽内
断面積の精度に与える影響は小さい。従って、この場合
には、従来通り落し込み前後の水位差から浴槽内断面積
を求めることにより、水面(落し込み後の水位)近くで
浴槽内断面積を求めることができる。
When a certain amount of water is dropped into the bathtub,
The difference between the water level before and after the drop and the cross-sectional area inside the bathtub is inversely proportional.If the difference between the water levels before and after the drop is not less than a certain value, even if there is an error in the water level detection value when the water is dropped, The effect on the accuracy of the cross-sectional area is small. Therefore, in this case, the cross-sectional area in the bathtub can be obtained near the water surface (water level after the dip) by calculating the cross-sectional area in the bathtub from the water level difference before and after the drop as in the conventional case.

【0013】また、落し込み前後の水位差が小さくて一
定以下の場合には、当該落し込み前後の水位差から浴槽
内断面積を求めるのでなく、当該落し込みと1回前の落
し込みとの合計の落し込み量とその前後の水位差から浴
槽内断面積を求めている。こうして2回の落し込みを合
わせて浴槽内断面積を求めることにより、演算に用いる
水位差を大きくすることができる。従って、設定水位近
傍において浴槽へ落し込んだときの湯量と水位の変化か
ら浴槽内断面積を求める場合でも、水位検出手段の精度
や水面の振動等によって水位の読み取り誤差が発生し、
それによって浴槽内断面積の演算結果における誤差が大
きくなるのを防止し、浴槽内断面積の求積精度を高くす
ることができる。さらに、設定水位の近くでは、水位差
を大きくするために追加給湯すると、浴槽から湯が溢れ
る恐れがあるが、本発明では、前回の落と込み量を用い
て水位差を大きくしているので、浴槽から湯が溢れる恐
れがない。
When the difference in water level before and after the drop is small and equal to or less than a certain value, the cross-sectional area in the bathtub is not calculated from the difference in water level before and after the drop. The cross-sectional area inside the bathtub is calculated from the total drop and the water level difference before and after that. By calculating the cross-sectional area in the bathtub by combining the two drops in this way, it is possible to increase the water level difference used in the calculation . Therefore, near the set water level
Changes in water level and water level when dropped into a bathtub by the side
Accuracy of the water level detection means
Error in reading the water level due to
As a result, errors in the calculation result of the cross-sectional area in the bathtub are large.
To improve the accuracy of the cross-sectional area in the bathtub.
Can be Furthermore, near the set water level, the water level difference
Hot water overflows from the bathtub to increase the
However, in the present invention, the previous drop amount is used.
The difference in water level is large, so hot water may overflow from the bathtub.
There is no.

【0014】また、上記浴槽内断面積の求積方法にあっ
ては、浴槽内に水を落とし込んで、その際の浴槽へ水を
落とし込む前後の水位差を検出し、その水位差が一定値
以下の場合において、当該水の落し込み量と当該水の
し込み前に行なった先の水の落し込みの際の落し込み量
との和、および当該水の落し込み後の水位と前記先の
落し込み前の水位との水位差からそれらの比を求め、
この比を定数倍したものを浴槽内断面積とすることを特
徴とするのが好ましい。
In the above method for calculating the cross-sectional area in the bathtub, water is dropped into the bathtub, and a difference in water level before and after the water is dropped into the bathtub at that time is detected. in the case of the water level of the sum, and after inclusive down of the water and dropped inclusive amount in the drop-inclusive drop penetration depth of the previous water was conducted prior included to drop <br/> of the water of the water And the water ahead
Calculate their ratio from the water level difference from the water level before the drop,
It is preferable that the ratio obtained by multiplying this ratio by a constant be the cross-sectional area in the bathtub.

【0015】2回の落し込み量とその前後の水位差から
浴槽内断面積を求めれば、浴槽内断面積の演算誤差は小
さくなるが、演算により求められる断面積の位置は水面
からかなり下がった位置での値となる恐れがある。この
ような場合には、演算した浴槽内断面積をさらに定数倍
することにより、求めた断面積の位置を水面に近づける
ことができる。
If the cross-sectional area in the bathtub is determined from the two drops and the water level difference before and after the drop, the calculation error of the cross-sectional area in the bathtub becomes small, but the position of the cross-sectional area obtained by the calculation is considerably lowered from the water surface. There is a possibility that it will be the value at the position. In such a case, the position of the calculated cross-sectional area can be made closer to the water surface by further multiplying the calculated cross-sectional area in the bathtub by a constant.

【0016】従って、本発明の求積方法によれば、水面
近くの浴槽内断面積を精度よく求めることができる。
Therefore, according to the quadrature determination method of the present invention, the cross-sectional area in the bathtub near the water surface can be accurately determined.

【0017】また、請求項3の自動風呂装置の湯張り制
御方法は、バスアダプター以上の高さに位置する基準水
位を検出した後に定量の水を浴槽に落し込み、当該落し
込み後の第1の水位と基準水位との水位差を検出し、こ
の落し込み量及び基準水位と前記第1の水位との水位差
から、第1の浴槽内断面積を求め、前記第1の水位と目
標とする水位との水位差及び前記第1の浴槽内断面積の
積に相当する水量の水をさらに浴槽に落し込み、前記二
度目の落し込み後の第2の水位と前記第1の水位との水
位差を検出し、この二度目の落し込み量及び前記第1の
水位と前記第2の水位との水位差から、第2の浴槽内断
面積を求め、前記第2の水位と目標とする水位との水位
差及び前記第2の浴槽内断面積の積に相当する水量の水
をさらに浴槽に落し込み、前記三度目の落し込み後の第
3の水位と前記第2の水位との水位差を検出し、当該水
位差が一定値以上であるか否か判断し、前記第2の水位
と第3の水位の水位差が一定値以上であると判断した場
合には、この三度目の落し込み量と前記第2の水位及び
前記第3の水位の水位差とから、第3の浴槽内断面積を
求め、前記第2の水位と第3の水位の水位差が一定値以
下であると判断した場合には、前記二度目及び三度目の
合計落し込み量と前記第1の水位及び前記第3の水位の
水位差とから、第3の浴槽内断面積を求め、前記第3の
水位と目標とする水位との水位差及び前記第3の浴槽内
断面積の積に相当する水量の水をさらに浴槽に落とし込
むことを特徴としている。
According to a third aspect of the present invention, there is provided a hot water filling control method for an automatic bath apparatus, wherein a fixed amount of water is dropped into a bathtub after detecting a reference water level located at a height higher than a bath adapter, and the first water after the dropping is detected. The water level difference between the water level and the reference water level is detected, the cross-sectional area in the first bathtub is determined from the drop amount and the water level difference between the reference water level and the first water level, and the first water level and the target The water level difference from the falling water level and the amount of water equivalent to the product of the cross-sectional area in the first bathtub are further dropped into the bathtub, and the second water level after the second drop and the first water level A water level difference is detected, a second bath level cross-sectional area is obtained from the second drop amount and a water level difference between the first water level and the second water level, and the second water level is set as a target. The amount of water corresponding to the difference between the water level and the cross-sectional area in the second bathtub is further dropped into the bathtub. And detecting a water level difference between the third water level after the third drop and the second water level, and determining whether the water level difference is equal to or more than a predetermined value, and determining whether the second water level is higher than the second water level. If it is determined that the water level difference of the third water level is equal to or more than a certain value, the third bath tub interruption is performed based on the third drop amount and the water level difference between the second water level and the third water level. The area is obtained, and when it is determined that the water level difference between the second water level and the third water level is equal to or less than a certain value, the second and third total drop amounts and the first water level and the first water level A third water level difference between the third water level and the target water level, and a water amount corresponding to the product of the third water level difference and the target water level. Is further dropped into the bathtub.

【0018】この湯張り制御方法は、浴槽内断面積を自
動的に演算し、浴槽の目標とする水位まで自動的に湯張
りを行なうことができるものである。しかも、請求項1
の浴槽内断面積の求積方法を用いているので、目標水位
近傍における浴槽断面積の演算精度を向上させることが
でき、目標とする水位まで正確に湯張りを行なうことが
できる。
In this hot water filling control method, the sectional area in the bathtub is automatically calculated, and the hot water can be automatically filled to a target water level in the bathtub. Moreover, claim 1
Since the method for calculating the cross-sectional area in the bathtub is used, the calculation accuracy of the bathtub cross-sectional area in the vicinity of the target water level can be improved, and the filling can be performed accurately up to the target water level.

【0019】また、請求項4の自動風呂装置の湯張り制
御方法は、バスアダプター以上の高さに位置する基準水
位を検出した後に定量の水を浴槽に落し込み、当該落し
込み後の第1の水位と基準水位との水位差を検出し、こ
の落し込み量及び基準水位と前記第1の水位との水位差
から、第1の浴槽内断面積を求め、前記第1の水位と目
標とする水位との水位差及び前記第1の浴槽内断面積の
積に相当する水量の水をさらに浴槽に落し込み、前記二
度目の落し込み後の第2の水位と前記第1の水位との水
位差を検出し、この二度目の落し込み量及び前記第1の
水位と前記第2の水位との水位差から、第2の浴槽内断
面積を求め、前記第2の水位と目標とする水位との水位
差及び前記第2の浴槽内断面積の積に相当する水量の水
をさらに浴槽に落し込み、前記三度目の落し込み後の第
3の水位と前記第2の水位との水位差を検出し、当該水
位差が一定値以上であるか否か判断し、前記第2の水位
と第3の水位の水位差が一定値以上であると判断した場
合には、この三度目の落し込み量と前記第2及び前記第
3の水位の水位差との比から、第3の浴槽内断面積を求
め、前記第2の水位と第3の水位の水位差が一定値以下
であると判断した場合には、前記二度目及び三度目の合
計落し込み量と前記第1の水位及び前記第3の水位の水
位差との比を定数倍して、第3の浴槽内断面積を求め、
前記第3の水位と目標とする水位との水位差及び前記第
3の浴槽内断面積の積に相当する水量の水をさらに浴槽
に落とし込むことを特徴としている。
According to a fourth aspect of the present invention, in the method of controlling hot water filling of an automatic bath apparatus, a fixed amount of water is dropped into a bathtub after detecting a reference water level located at a height equal to or higher than a bath adapter. The water level difference between the water level and the reference water level is detected, the cross-sectional area in the first bathtub is determined from the drop amount and the water level difference between the reference water level and the first water level, and the first water level and the target The water level difference from the falling water level and the amount of water equivalent to the product of the cross-sectional area in the first bathtub are further dropped into the bathtub, and the second water level after the second drop and the first water level A water level difference is detected, a second bath level cross-sectional area is obtained from the second drop amount and a water level difference between the first water level and the second water level, and the second water level is set as a target. The amount of water corresponding to the difference between the water level and the cross-sectional area in the second bathtub is further dropped into the bathtub. And detecting a water level difference between the third water level after the third drop and the second water level, and determining whether the water level difference is equal to or more than a predetermined value, and determining whether the second water level is higher than the second water level. If it is determined that the water level difference of the third water level is equal to or more than a certain value, the third bath tub interruption is determined from the ratio of the third drop amount to the water level difference between the second and third water levels. The area is obtained, and when it is determined that the water level difference between the second water level and the third water level is equal to or less than a certain value, the second and third total drop amounts and the first water level and the first water level The ratio between the water level difference of the water level 3 and the water level difference is multiplied by a constant to determine the cross-sectional area in the third bathtub,
It is characterized in that the water level difference between the third water level and the target water level and the amount of water corresponding to the product of the sectional area in the third bathtub is further dropped into the bathtub.

【0020】この湯張り制御方法も、浴槽内断面積を自
動的に演算し、浴槽の目標とする水位まで自動的に湯張
りを行なうことができるものである。しかも、請求項2
の浴槽内断面積の求積方法を用いているので、目標水位
近傍における浴槽断面積の演算精度を向上させることが
でき、目標とする水位までより一層正確に湯張りを行な
うことができる。
This bath filling control method can also automatically calculate the cross-sectional area in the bathtub and automatically fill the bathtub to the target water level. Moreover, claim 2
Since the method of calculating the cross-sectional area in the bathtub is used, the calculation accuracy of the cross-sectional area of the bathtub near the target water level can be improved, and the filling can be performed more accurately to the target water level.

【0021】[0021]

【実施例】図1は本発明の方法により浴槽内の断面積を
求める方法の処理手順を示すフロー図、図2(a)
(b)はその説明図である。以下、図1及び図2(a)
(b)に従って説明する。この浴槽12は、バスアダプ
ター15から浴槽12内へ湯水を供給するための配管
と、浴槽12内の水位を検出するための水位検出手段
と、浴槽12内への湯の落し込み量を検出するための手
段とを有している。具体的には、配管とは追焚き回路や
給湯回路であり、水位検出手段はバスアダプター15の
レベル以上の水位を検出可能な圧力センサーであり、落
し込み量検出手段は流量センサーであるが、これらは図
3の自動風呂装置11に示しているので、図2(a)
(b)では図示省略している。そして、この求積方法
は、図2(a)(b)においては、水位h3の下方近傍
における浴槽内断面積を求めることを目的としている。
FIG. 1 is a flowchart showing a processing procedure of a method for obtaining a cross-sectional area in a bathtub according to the method of the present invention, and FIG. 2 (a).
(B) is an explanatory view thereof. Hereinafter, FIG. 1 and FIG.
A description will be given according to (b). The bathtub 12 has a pipe for supplying hot water from the bath adapter 15 into the bathtub 12, a water level detecting means for detecting a water level in the bathtub 12, and detects an amount of hot water dropped into the bathtub 12. Means. Specifically, the pipe is a reheating circuit or a hot water supply circuit, the water level detecting means is a pressure sensor capable of detecting a water level higher than the level of the bus adapter 15, and the drop amount detecting means is a flow rate sensor. Since these are shown in the automatic bath apparatus 11 of FIG. 3, FIG.
In (b), illustration is omitted. Then, the quadrature method is, in FIG. 2 (a) (b), is aimed at determining the bathtub sectional area in the lower vicinity of the water level h 3.

【0022】まず、バスアダプター15のレベル以上ま
で湯が落とし込まれると、圧力センサー等の水位検出手
段によりこの水位h1を検出する(S1)。この水位h1
まで湯を落とし込むまでの途中の処理については、特に
限定されない。こうして水位h1を検出すると、浴槽1
2内にq1の湯量の湯を落とし込む(S2)。この落し
込み量q1は流量センサー等の落し込み量検出手段によ
って検知される。また、この落し込み量q1は、一般的
には設定水位hSを超えない限り、どのような方法で決
定されたものであっても差し支えないが、一般的には、
後述の自動風呂装置11でも説明されているように、水
位h1を検出する前の処理において水位h1よりも下方の
浴槽内断面積を求め、その断面積を用いて設定水位まで
の落し込み量を決定したものである。湯量q1を落とし
込んだ後は、落し込み後の水位h2を検出する(S3)
[0022] First, when the water is dropped to the above level of the bus adapter 15, to detect the water level h 1 by the water level detecting means such as a pressure sensor (S1). This water level h 1
The processing on the way until the hot water is dropped is not particularly limited. Thus, when it detects the water level h 1, the bathtub 1
Translate the hot water hot water of q 1 in 2 (S2). The drop penetration depth of q 1 is detected by drop lump quantity detecting means such as a flow sensor. In addition, the drop amount q 1 may be determined by any method as long as it does not exceed the set water level h S.
As also described in the automatic bath apparatus 11 will be described later, obtains the bathtub sectional area below the water level h 1 in the process prior to detecting the water level h 1, it dropped inclusive up to the set water level by using the cross-sectional area The amount is determined. After I dropped into hot water q 1 detects the water level h 2 after included drop (S3)

【0023】こうして湯量q1を落とし込む前後の水位
1及びh2が検出されると、水位h1及び水位h2の間の
平均断面積 S1=q1/(h2−h1) が求まるので、設定水位hSまで湯を落とし込むのに必
要な湯量 q2=(hS−h2)・S1 を演算することができる。この湯量q2の湯を浴槽12
に落し込み(S4)、落し込み後の水位h3を検出する
(S5)。なお、設定水位hSは入浴するのに快適な深
さに設定されており、浴槽12の底面を基準として浴槽
底面から例えば450mmの高さに設定してもよく、あ
るいはバスアダプター15のレベルを基準としてバスア
ダプター15から例えば350mmの高さに設定しても
よい。また、いずれかの方式に応じてh1,h2,h3
の水位も設定水位hSと同じく浴槽底面またはバスアダ
プターを基準として表わされる。
[0023] Thus when the water level h 1 and h 2 before and after the dropped the hot water q 1 is detected, the average cross-sectional area between the water level h 1 and the water level h 2 S 1 = q 1 / (h 2 -h 1) is Since it is obtained, the quantity of hot water q 2 = (h S −h 2 ) · S 1 required to drop hot water to the set water level h S can be calculated. This amount of hot water q 2 is poured into bathtub 12
The included drop (S4), to detect the water level h 3 after included drop (S5). The set water level h S is set to a comfortable depth for bathing, and may be set to, for example, a height of 450 mm from the bottom of the bathtub with respect to the bottom of the bathtub 12, or the level of the bath adapter 15 may be adjusted. For example, a height of 350 mm from the bus adapter 15 may be set as a reference. Further, it represented as h 1, h 2, also based on the tub bottom, or bus adapter level of h 3 etc. also set water level h S according to one of the methods.

【0024】ついで、水位h3と水位h2との水位差が所
定の値aよりも大きいか、a以下かを判断する(S
6)。水位差(h3−h2)が所定値aよりも大きい場合
には、図2(a)に示すように、水位h3の近傍におけ
る断面積として、水位h2と水位h3との間の平均断面積 S2A=q2/(h3−h2) … を求める(S7)。この場合には、水位差(h3−h2
があまり小さくなく、水位h3の検出誤差による断面積
2Aの誤差が小さいので、式により求めた平均断面積
2Aを水位h3近傍の断面積とすることにより誤差を小
さくすることができる。
Then, it is determined whether the difference between the water level h 3 and the water level h 2 is greater than a predetermined value a or less than a (S).
6). If the water level difference (h 3 -h 2) is greater than a predetermined value a, as shown in FIG. 2 (a), as the cross-sectional area in the vicinity of the water level h 3, between the water level h 2 and the water level h 3 The average cross-sectional area S 2A = q 2 / (h 3 −h 2 ) is determined (S 7). In this case, the water level difference (h 3 -h 2)
Is not so small, and the error of the cross-sectional area S 2A due to the detection error of the water level h 3 is small. Therefore, the error can be reduced by using the average cross-sectional area S 2A obtained by the equation as the cross-sectional area near the water level h 3. .

【0025】また、水位差(h3−h2)が所定値a以下
の場合には、水位h1と水位h3との間の平均断面積 S2B=(q1+q2)/(h3−h1) … を求め(S8)、さらにこの平均断面積S2Bに定数k
(>1;例えばk=1.1)を乗じた S2C=k×S2B を求める(S9)。この場合には、水位差(h3−h2
が小さくなっているので、式で求めた断面積S2は誤
差が大きくなる。しかし、水位差(h3−h1)は十分大
きな値となるので、断面積S2Bの誤差は小さい。但し、
この断面積S2Bは演算誤差は小さいものの、水位h1
水位h3との平均断面積であるので、図2(b)に示す
ように、断面積S2Aよりも水位h3から離れた位置の断
面積を表わす。しかし、この断面積S2Bに適当な係数k
を掛けることにより、断面積S2Cが水位h3の近くの断
面積を表わすようにできる。
When the water level difference (h 3 −h 2 ) is equal to or smaller than the predetermined value a, the average sectional area S 2B = (q 1 + q 2 ) / (h) between the water level h 1 and the water level h 3. 3− h 1 )... (S8), and further, a constant k is added to this average cross-sectional area S 2B.
(>1; for example, k = 1.1), and S 2C = k × S 2B is obtained (S9). In this case, the water level difference (h 3 -h 2)
Is smaller, the cross-sectional area S 2 obtained by the equation has a larger error. However, the water level difference (h 3 -h 1) Since a sufficiently large value, the error of the cross-sectional area S 2B is small. However,
Although the cross-sectional area S 2B is the calculation error is small, so is the average cross-sectional area of the water level h 1 and level h 3, as shown in FIG. 2 (b), away from the water level h 3 than the cross-sectional area S 2A Represents the cross-sectional area of the location. However, an appropriate coefficient k for this cross-sectional area S 2B
, The cross-sectional area S 2C can represent the cross-sectional area near the water level h 3 .

【0026】なお、上記定数a及びkの値は、最適な値
となるように実験的に決めることができる。
The values of the constants a and k can be experimentally determined so as to be optimum values.

【0027】こうして水位h3の近傍の断面積がS2A
はS2Cとして決定された後は、図1のフロー図には示し
ていないが、例えば後述の自動風呂装置11のように、
水位h3と設定水位hSとの水位差が一定以上ある場合に
は、当該断面積S2A又はS2Cを用いて設定水位hSまで
の残水量を演算し、求めた残水量の湯を浴槽12内に落
とし込む。
After the cross-sectional area near the water level h 3 is determined as S 2A or S 2C in this manner, although not shown in the flow chart of FIG.
If there level difference between the water level h 3 and set water level h S is more constant, it calculates the residual amount of water up to the set water level h S with the cross-sectional area S 2A or S 2C, hot water obtained residual water content Drop into bathtub 12.

【0028】(具体的な実施例)上記実施例の説明で
は、設定水位hSの近傍における浴槽内断面積の演算方
法を主として説明したが、以下では当該浴槽内断面積の
求積方法を用いた自動風呂装置11について述べる。
(Specific Embodiment) In the description of the above embodiment, the method of calculating the cross-sectional area in the bath tub near the set water level h S has been mainly described. The automatic bath apparatus 11 will be described.

【0029】図3は自動風呂装置11を示す全体構成図
であり、12は浴槽、13は追焚き回路、14は給湯回
路である。追焚き回路13は、ポンプ20から風呂用熱
交換器17を介して浴槽12のバスアダプター15に接
続する往路16aと、バスアダプター15から前記ポン
プ20に至る復路16bとからなり、往路16aの途中
に圧力センサー19と水流スイッチ18が設けられ、復
路16bの途中にサーミスタ31が設けられている。給
湯回路14は、流量センサー32、サーミスタ27、給
湯用熱交換器21、流量調整弁28、サーミスタ29、
流量調整弁24、流量センサー25、バキュームブレー
カ30、閉止弁22、逆止弁23を介して追焚き回路1
3に接続されている。26は給湯回路14の途中から分
岐して適宜の給湯箇所に至る分岐給湯路である。また、
自動風呂装置11の制御部(図示せず)はマイクロコン
ピュータを備えており、各種演算・判断・制御・記憶等
を行っている。
FIG. 3 is an overall configuration diagram showing the automatic bath apparatus 11, in which 12 is a bathtub, 13 is a reheating circuit, and 14 is a hot water supply circuit. The additional heating circuit 13 includes a forward path 16a connecting the pump 20 to the bus adapter 15 of the bathtub 12 via the bath heat exchanger 17, and a return path 16b from the bus adapter 15 to the pump 20. Is provided with a pressure sensor 19 and a water flow switch 18, and a thermistor 31 is provided in the middle of the return path 16b. The hot water supply circuit 14 includes a flow sensor 32, a thermistor 27, a hot water supply heat exchanger 21, a flow control valve 28, a thermistor 29,
Reheating circuit 1 via flow control valve 24, flow sensor 25, vacuum breaker 30, shut-off valve 22, and check valve 23
3 is connected. Reference numeral 26 denotes a branch hot water supply path that branches from a point in the hot water supply circuit 14 and reaches an appropriate hot water supply point. Also,
The control unit (not shown) of the automatic bath apparatus 11 includes a microcomputer, and performs various calculations, determinations, controls, storages, and the like.

【0030】前記流量センサー25は、追焚き回路13
を通って給湯回路14から浴槽12内へ給湯される湯の
流量を検出するものであり、その流量検知信号は制御部
(図示せず)へ送られており、制御部ではこの流量値を
積算して水量(積算流量)を得ている。また、圧力セン
サー19は、浴槽12内の水位を水圧として間接的に検
出している。この圧力センサー19の出力Pと水量Lと
の関係を図4に示してある。圧力センサー19の出力P
は、往路16aに湯が満たされるまでは増加するが(往
路16aに湯が満たされるまでの給湯量;L1)、往路
16aに湯を満たして以後バスアダプターレベルに水位
が達するまで(湯がバスアダプターレベルに達した時の
水量;L2)は一定値P1を示し、バスアダプターレベル
での出力P1から設定水位での出力P2までは比例的に増
加する。なお、L3は設定水位hSに達した時の水量であ
る。
The flow rate sensor 25 is connected to the reheating circuit 13.
The flow rate of the hot water supplied from the hot water supply circuit 14 into the bathtub 12 through the hot water supply circuit is detected, and the flow rate detection signal is sent to a control unit (not shown). To obtain the amount of water (integrated flow rate). Further, the pressure sensor 19 indirectly detects the water level in the bathtub 12 as a water pressure. FIG. 4 shows the relationship between the output P of the pressure sensor 19 and the water amount L. Output P of pressure sensor 19
Increases until the outbound path 16a is filled with hot water (the amount of hot water until the outbound path 16a is filled with hot water; L 1 ), but after the outbound path 16a is filled with hot water, the water level reaches the bus adapter level thereafter ( The amount of water when the bus adapter level is reached; L 2 ) shows a constant value P 1 , and increases proportionally from the output P 1 at the bus adapter level to the output P 2 at the set water level. Incidentally, L 3 is a volume of water when it reaches the set water level h S.

【0031】次に、上記構成の自動風呂装置11におけ
る初回の水位設定時の湯張り動作を図5及び図6のフロ
ー図及び図7の説明図に従って詳述する。
Next, the filling operation at the time of setting the water level for the first time in the automatic bath apparatus 11 having the above configuration will be described in detail with reference to the flowcharts of FIGS. 5 and 6 and the explanatory diagram of FIG.

【0032】まず、運転スイッチをオンにし(S4
1)、さらに自動スイッチをオンにすると(S42)、
閉止弁22が開成し、給湯回路14から湯量Q1(例え
ば、10リットル)の湯を浴槽12に落とし込む(S4
3)。ついで、閉止弁22を閉じ、ポンプ20を運転し
て水流スイッチ18によって残水の有無を判断するため
の循環判定を行い(S44)、循環判定後ポンプ20を
停止する。循環判定は、浴槽12内にバスアダプターレ
ベル以上の湯があれば「オン(ON)」となり、バスア
ダプターレベル以下であれば、「オフ(OFF)」と判
定される。この循環判定が「オン」で残水有りと判断す
ると、その時の水位を仮水位として記憶し(S45)、
浴水を設定温度まで追い焚きし(S46)、その後は保
温・補水モードとなって浴水を設定温度及び仮水位に保
つ(S47)。
First, the operation switch is turned on (S4
1) When the automatic switch is turned on (S42),
The shut-off valve 22 is opened, and hot water having a water amount Q 1 (for example, 10 liters) is dropped from the hot water supply circuit 14 into the bathtub 12 (S4).
3). Next, the closing valve 22 is closed, the pump 20 is operated, and the water flow switch 18 performs circulation determination for determining the presence or absence of residual water (S44). After the circulation determination, the pump 20 is stopped. The circulation is determined to be “ON” if there is hot water at or above the bath adapter level in the bathtub 12, and “OFF” if the hot water is at or below the bath adapter level. If the circulation determination is "ON" and it is determined that there is residual water, the water level at that time is stored as a temporary water level (S45),
The bath water is reheated to the set temperature (S46), and thereafter, the mode is switched to the heat retention / water replenishment mode to keep the bath water at the set temperature and the provisional water level (S47).

【0033】また、循環判定(S44)が「オフ」であ
れば、さらに湯量Q2(例えば、80リットル)の湯を
落し込み(S48)、2度目の循環判定を行なう(S4
9)。2度目の循環判定(S49)が「オフ」であれ
ば、湯量Q3(例えば、40リットル)の湯を落し込み
(S50)、再度循環判定を行なう(S49)。こうし
て循環判定が「オン」になるまで、湯量Q3の落し込み
を繰り返す(S49,S50)。但し、湯量Q3の落し
込み量の総量が一定量(例えば、400リットル)を超
えると、排水栓の締め忘れと判断して処理を中止するの
が好ましい。
If the circulation determination (S44) is "OFF", the hot water of an amount Q 2 (for example, 80 liters) is further dropped (S48), and the second circulation determination is performed (S4).
9). If the second circulation determination (S49) is “OFF”, the hot water of the hot water amount Q 3 (for example, 40 liters) is dropped (S50), and the circulation determination is performed again (S49). In this way until the circulation judgment is "on", repeating the included drop of hot water Q 3 (S49, S50). However, the total amount a certain amount of drop inclusive of hot water Q 3 (e.g. 400 liters) by weight, preferably to abort the process determines that forgetting to fasten the drain plug.

【0034】2度目の循環判定(S49)が「オン」に
なると、湯量Q4(例えば、10リットル)の湯を落し
込み(S51)、循環判定を行なう(S52)。この循
環判定が「オフ」であれば、再度湯量Q3の湯を落し込
み(S50)、ステップ49の循環判定に戻る(S4
9)。こうしてステップ49の循環判定とステップ52
の循環判定が連続して「オン」になると、水位がバスア
ダプター15のレベル以上に達したと判断し、その時の
水位(基準水位)H0を記憶する(S53)。ついで、
湯量Q5(例えば、40リットル)の湯を落し込み(S
54)、循環判定を行なうと共にポンプ20を一定時間
運転してエアパージを行なう(S55)。この循環判定
がオフになれば、先の循環判定(S49,S52)の
「オン」が判定間違いであると判断し、湯量Q3の湯を
落とし込んだ後、再びステップ49の循環判定から始め
る。
[0034] and for the second time circulation determination (S49) is "on", hot water Q 4 (for example, 10 L) narrowing down the hot water (S51), performs the circulation judgment (S52). If this circulation determination is "off", narrowing down the hot water of the hot water Q 3 again (S50), returns to the circulation judgment of step 49 (S4
9). Thus, the circulation judgment of step 49 and step 52
When circulation determination is continuously "on", the water level is determined to have reached the above level of the bus adapter 15, and stores the water level (reference level) H 0 at that time (S53). Then
Drop the amount of hot water Q 5 (for example, 40 liters) (S
54) The circulation is determined, and the pump 20 is operated for a predetermined time to perform air purging (S55). If the circulation judgment is off, judged to be "on" the determination mistake of the previous circulation judgment (S49, S52), after which he dropped into the hot water of the hot water Q 3, start from the circulation judgment of step 49 again.

【0035】一方、循環判定(S55)がオンであれ
ば、その時の水位H1を記憶する(S56)。ついで、
湯量Q5の落し込み前後における水位差(H1−H0)か
ら、両水位間の平均断面積 S0=Q5/(H1−H0) を演算する(S57)。このときまでに浴槽12内に落
とし込まれた総湯量がQtot(例えば、湯量Q3の落し込
み回数がn回であったとすれば、 Qtot=Q1+Q2+Q3×n+Q4+Q5 となる)であったとすると、水位H1の深さは浴槽底面
を基準として h1=Qtot/S0 となるから、このh1を演算すれば(S58)、水位H1
の浴槽底面を基準とする水位を求めることができる。な
お、以降では、浴槽底面を基準とする水位はhに添字を
付した記号で示している(水位H0、H1の基準は任意に
定めることができる)。
On the other hand, the circulation determination (S55) is equal on, stores the water level H 1 at that time (S56). Then
From the water level difference (H 1 −H 0 ) before and after the drop of the hot water quantity Q 5 , an average sectional area S 0 = Q 5 / (H 1 −H 0 ) between both water levels is calculated (S 57). The total amount of hot water that is dropped into the bathtub 12 by this time is Qtot (e.g., if dropped inclusive number of hot water Q 3 was n times, and Qtot = Q 1 + Q 2 + Q 3 × n + Q 4 + Q 5 ), The depth of the water level H 1 is h 1 = Qtot / S 0 with reference to the bottom of the bathtub. Therefore, if this h 1 is calculated (S 58), the water level H 1
The water level based on the bottom of the bathtub can be determined. In the following, the water level based on the bottom of the bathtub is indicated by a symbol with a subscript h (the standards for the water levels H 0 and H 1 can be arbitrarily determined).

【0036】ついで、水位h1から設定水位hSまで水位
を上昇させるために必要な湯量 q1=(hS−h1)・S0 を演算し(S59)、当該湯量q1の湯を浴槽12に落
し込み(S60)、落し込み後の水位h2を検出する
(S61)。そして、水位h1と水位h2との間の平均断
面積 S1=q1/(h2−h1) を求める(S62)。
Next, the amount of hot water q 1 = (h S −h 1 ) · S 0 required to raise the water level from the water level h 1 to the set water level h S is calculated (S59), and the hot water of the hot water amount q 1 is calculated. tub 12 included drop (S60), detects the water level h 2 after included drop (S61). Then, a mean cross-sectional area S 1 = q 1 / (h 2 -h 1) between the water level h 1 and water level h 2 (S62).

【0037】上記のようにして湯を落とし込まれた水位
2は、通常浴槽12が上方で広がっているために設定
水位hSよりも低くなっているので、設定水位hSとの水
位差が一定値以下となるまで、つぎの水位補正フローを
実行する(S63〜S72)。しかし、この水位補正フ
ローでは、湯の落し込み前後で水位差が小さい場合があ
るので、本発明の浴槽内断面積の求積方法を用いてい
る。すなわち、上記浴槽内断面積S1を用いて設定水位
Sまでの湯量 q2=(hS−h2)・S1 を演算し(S63,S64)、求めた湯量q2を落し込
み(S65)、水位h3を検出する(S66)。
Since the water level h 2 into which the hot water has been dropped as described above is lower than the set water level h S because the bathtub 12 is normally spread upward, the water level difference from the set water level h S is reduced. Until is less than or equal to a certain value, the following water level correction flow is executed (S63 to S72). However, in this water level correction flow, the water level difference before and after the hot water is dropped may be small. Therefore, the method for calculating the sectional area in the bathtub of the present invention is used. That is, the amount of hot water q 2 = (h S −h 2 ) · S 1 up to the set water level h S is calculated using the cross-sectional area S 1 in the bathtub ( S 63, S 64), and the calculated amount of hot water q 2 is reduced ( S65), and detects the water level h 3 (S66).

【0038】ついで、湯量q2の落し込み前後の水位差
(h3−h2)を所定値aと比較し(S67)、 (h3−h2)>a の場合には、 S2=q2/(h3−h2) によって浴槽内断面積S2を求める(S68)。また、 (h3−h2)≦a の場合には、 S2=k×Sk=k(q1+q2)/(h3−h1) によって浴槽内断面積S2を求める(S69,S7
0)。
Next, the water level difference (h 3 −h 2 ) before and after the drop of the hot water quantity q 2 is compared with a predetermined value a (S 67). If (h 3 −h 2 )> a, S 2 = q 2 / (h 3 -h 2 ) obtaining a bathtub sectional area S 2 by (S68). If (h 3 −h 2 ) ≦ a, the cross-sectional area S2 in the bathtub is determined by S 2 = k × S k = k (q 1 + q 2 ) / (h 3 −h 1 ) (S69, S7
0).

【0039】この後、この時の水位h3と設定水位hS
の水位差(hS−h3)を所定値bと比較し(S71)、 (hS−h3)≦b になっていれば、水位補正フローを終了し、浴槽12内
の湯を設定温度まで追い焚きし(S73)、保温・補水
モードとなる(S74)。
[0039] After this, the water level difference between the water level h 3 at this time is set water level h S a (h S -h 3) is compared with a predetermined value b (S71), it becomes (h S -h 3) ≦ b If so, the water level correction flow is finished, the hot water in the bathtub 12 is reheated to the set temperature (S73), and the mode is kept warm and refilled (S74).

【0040】一方、水位差(hS−h3)と所定値bとを
比較して (hS−h3)>b であれば、再び水位補正フロー(S72、S64〜S7
1)が実行され、水位が設定水位に漸近させられる。
On the other hand, the water level difference (h S -h 3) and is compared with the predetermined value b (h S -h 3)> if b, again the water level correction flow (S72, S64~S7
1) is executed, and the water level is made to approach the set water level.

【0041】上記のようにして初回の運転時における設
定水位hSまでの湯の落し込み総量は自動風呂装置11
に記憶され、2回目以降の運転時には、図8のフロー図
に示す手順で湯張り動作が実行される。図9はこの説明
図である。
As described above, the total amount of hot water dropped to the set water level h S during the first operation is determined by the automatic bath device 11.
In the second and subsequent operations, the filling operation is performed according to the procedure shown in the flowchart of FIG. FIG. 9 is an explanatory diagram of this.

【0042】運転スイッチをオンにし(S81)、さら
に自動スイッチをオンにした(S82)後、水位が基準
水位h0以下であるか否か、圧力センサー19により判
定する(S83)。水位が基準水位h0より上でバスア
ダプターレベルの上まで湯が残っている場合には、さら
に水位が補水水位以下かどうか判定する(S84)。こ
の判定結果が補水水位以下であれば、第1回目の運転時
のデータに基づいて設定水位hSまでの残量を計算し
(S92)、求めた残量の湯を浴槽12に落とし込んだ
後(S93)、設定温度まで追い焚きし(S94)、保
温・補水モードとなる(S95)。あるいは、ステップ
84の判定結果が補水水位より上であれば、直ちに設定
温度まで追い焚きし(S94)、保温・補水モードとな
る(S95)。
[0042] Turn on the operation switch (S81), further to an automatic switch on (S82) after whether the water level is below the reference water level h 0, it determines the pressure sensor 19 (S83). If the water level is amount of hot to the top of the reference water level h 0 bus adapter level above the determines if further or water level rehydration level less (S84). If the result of this determination is equal to or lower than the rehydration water level, the remaining amount up to the set water level h S is calculated based on the data at the time of the first operation (S92), and the obtained remaining amount of hot water is dropped into the bathtub 12. (S93), additional heating is performed to the set temperature (S94), and the mode is set to the heat retention / water replenishment mode (S95). Alternatively, if the result of the determination in step 84 is higher than the rehydration water level, reheating is immediately performed to the set temperature (S94), and the mode of the heat retention / rehydration mode is set (S95).

【0043】また、残水が基準水位h0以下であれば、
湯量Q11(例えば、10リットル)の湯を落し込み(S
85)、循環判定を行なう(S86)。この循環判定が
オンの場合には、比較的少量の湯量Q12(例えば、10
リットル)の湯を落し込み(S87)、再度循環判定を
行なう(S88)。この2度目の循環判定がオフの場合
には、再度湯量Q12の湯を落し込み(S87)、循環判
定を行なう(S88)。こうして循環判定(S88)が
オンになると、設定水位hSまでの残量を計算し(S9
2)、求めた残量の湯を浴槽12に落とし込んだ後(S
93)、設定温度まで追い焚きし(S94)、保温・補
水モードとなる(S95)。
If the residual water is equal to or lower than the reference water level h 0 ,
Drop the amount of hot water Q 11 (for example, 10 liters) (S
85), a circulation determination is made (S86). When the circulation determination is ON, a relatively small amount of hot water Q 12 (for example, 10
Liters) of hot water (S87), and the circulation is determined again (S88). Circulation determination of the second time is when off, narrowing down the hot water hot water Q 12 again (S87), performs a circulating determination (S88). Thus the circulation determination (S88) is turned on, calculates the remaining amount up to the set water level h S (S9
2) After the obtained remaining amount of hot water is dropped into the bathtub 12 (S
93), reheating is performed to the set temperature (S94), and the mode is kept in the heat retention / water replenishment mode (S95).

【0044】一方、ステップ86の循環判定がOFFの
場合には、比較的多量Q13(例えば、90リットル)の
湯を落し込み(S89)、循環判定(S90)を行な
う。この循環判定がオフの場合には、循環判定がオンと
なるまで、湯量Q14(例えば、40リットル)の湯を繰
り返し落とし込む(S91,S90)。こうしてステッ
プ90の循環判定がオンになると、第1回目の運転時の
データに基づいて設定水位hSまでの残量を計算し(S
92)、求めた残量の湯を浴槽12に落とし込んだ後
(S93)、設定温度まで追い焚きし(S94)、保温
・補水モードとなる(S95)。
On the other hand, if the circulation determination in step 86 is OFF, a relatively large amount of hot water Q 13 (for example, 90 liters) is dropped (S89), and the circulation determination (S90) is performed. If the circulation determination is off, until circulating determines is turned on, repeating the hot water hot water Q 14 (e.g. 40 liters) dropped (S91, S90). When the circulation determination in step 90 is turned on, the remaining amount up to the set water level h S is calculated based on the data at the time of the first operation (S
92) Then, after the determined remaining amount of hot water is dropped into the bathtub 12 (S93), the water is reheated to the set temperature (S94), and the mode becomes the heat retention / water replenishment mode (S95).

【0045】なお、上記自動風呂装置では、浴槽底面を
基準として浴槽底面からhSの設定水位まで湯を張る場
合について説明したが、バスアダプターレベルを基準と
して一定高さの設定水位まで湯を張るようにすることは
上記実施例のフローを一部修正することにより容易に行
なえる。
[0045] In the above-described automatic bath apparatus has been described for the case where tensioning the hot water from the bath bottom tub bottom as a reference to the set water level h S, tension the water up to the set water level constant height bus adapter level as a reference This can be easily achieved by partially modifying the flow of the above embodiment.

【0046】[0046]

【発明の効果】本発明によれば、湯を落とし込んだとき
の水位差から浴槽断面積を求める場合において、水位の
読み取り誤差があったり、水面が振動していたりする場
合でも、水面近くの浴槽内断面積を精度よく求めること
ができる。従って、自動風呂装置においては、目標とす
る水位まで正確に湯張りを行なうことができる。この浴
槽内断面積に基づいて湯の落し込み量を算出しても、湯
が浴槽から溢れたりする恐れがなくなる。
According to the present invention, when the bathtub cross-sectional area is obtained from the water level difference when the hot water is dropped, even if there is a reading error in the water level or the water surface is vibrating, the bathtub near the water surface is used. The internal cross-sectional area can be determined accurately. Therefore, in the automatic bath apparatus, hot water can be accurately filled to the target water level. Even if the amount of hot water is calculated based on the cross-sectional area in the bathtub, there is no possibility that the hot water overflows from the bathtub.

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

【図1】本発明による浴槽内断面積の求積方法の処理手
順を示すフロー図である。
FIG. 1 is a flowchart showing a processing procedure of a method for obtaining a sectional area in a bathtub according to the present invention.

【図2】(a)(b)は同上の説明図である。FIGS. 2A and 2B are explanatory diagrams of the above.

【図3】本発明の一実施例による自動風呂装置を示す概
略構成図である。
FIG. 3 is a schematic configuration diagram showing an automatic bath apparatus according to one embodiment of the present invention.

【図4】圧力センサーの出力と水量との関係を示す図で
ある。
FIG. 4 is a diagram showing the relationship between the output of a pressure sensor and the amount of water.

【図5】同上の自動風呂装置における初回の給湯動作時
(水位設定時)の処理手順を示すフロー図である。
FIG. 5 is a flowchart showing a processing procedure at the time of the first hot water supply operation (at the time of setting the water level) in the automatic bath apparatus.

【図6】図5の処理に続く処理の手順を示すフロー図で
ある。
FIG. 6 is a flowchart showing a procedure of a process following the process of FIG. 5;

【図7】同上の説明図である。FIG. 7 is an explanatory diagram of the above.

【図8】同上の自動風呂装置における二回目以降の給湯
動作時の処理手順を示すフロー図である。
FIG. 8 is a flowchart showing a processing procedure at the time of the second or subsequent hot water supply operation in the above automatic bath apparatus.

【図9】同上の説明図である。FIG. 9 is an explanatory diagram of the above.

【図10】従来例における浴槽内断面積の求積方法の処
理手順を示すフロー図である。
FIG. 10 is a flowchart showing a processing procedure of a method for obtaining a sectional area in a bathtub in a conventional example.

【図11】同上の説明図である。FIG. 11 is an explanatory diagram of the above.

【符号の説明】[Explanation of symbols]

12…浴槽 13…追焚き回路 14…給湯回路 19…圧力センサー 25…流量センサー 12 bathtub 13 additional heating circuit 14 hot water supply circuit 19 pressure sensor 25 flow rate sensor

フロントページの続き (56)参考文献 特開 平2−267456(JP,A) 特開 平2−267460(JP,A) 特開 平2−267459(JP,A) (58)調査した分野(Int.Cl.6,DB名) F24H 1/00 602 F24H 1/00 604 Continuation of front page (56) References JP-A-2-267456 (JP, A) JP-A-2-267460 (JP, A) JP-A-2-267459 (JP, A) (58) Fields investigated (Int .Cl. 6 , DB name) F24H 1/00 602 F24H 1/00 604

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 浴槽内の水位を検出する手段と、浴槽へ
の水の落し込み量を検出する手段とを備え、浴槽への水
の落し込み量とその際の水位上昇量とから浴槽内断面積
を求める方法であって、浴槽内に水を落とし込んで、その際の 浴槽に水を落とし
込む前後の水位差を検出し、その水位差が一定値以上の
場合には、当該水の落し込み量および当該落し込み前後
の水位差とから浴槽内断面積を求め、浴槽内に水を落とし込んで、その際の 浴槽に水を落とし
込む前後の水位差を検出し、その水位差が一定値以下の
場合には、当該水の落し込み量と当該落し込み前に行な
った先の水の落し込みの際の落し込み量との和、および
当該水の落し込み後の水位と前記先の水の落し込み前の
水位との水位差から浴槽内断面積を求める、 ことを特徴とする浴槽内断面積の求積方法。
A means for detecting a water level in the bath tub; and a means for detecting an amount of water dropped into the bath tub, wherein the amount of water dropped into the bath tub and the amount of rise in the water level at that time are determined. a method for obtaining the cross-sectional area, plunge water into the bath, to detect the water level difference before and after the dropped water bath at that time, when the water level difference is above a certain value, inclusive down of the water Determine the cross-sectional area in the bathtub from the amount and the water level difference before and after the drop, drop the water into the bathtub, detect the water level difference before and after dropping the water into the bathtub at that time , the water level difference is less than a certain value If the drop of the drop lump weight and the sum of the drop inclusive amount in the inclusive drop of drop included pre-performed the previous water, and the water level and said previous water after inclusive down of the water of the water Calculating the cross-sectional area inside the bathtub from the water level difference from the water level before the immersion. Quadrature method of cross-sectional area.
【請求項2】 浴槽内に水を落とし込んで、その際の
槽に水を落とし込む前後の水位差を検出し、その水位差
が一定値以下の場合において、 当該水の落し込み量と当該水の落し込み前に行なった先
水の落し込みの際の落し込み量との和、および当該
落し込み後の水位と前記先の水の落し込み前の水位と
の水位差からそれらの比を求め、この比を定数倍したも
のを浴槽内断面積とすることを特徴とする請求項1に
記載の浴槽内断面積の求積方法。
2. Dropping water into a bathtub, detecting a difference in water level before and after dropping water into the bathtub, and when the difference in water level is equal to or less than a predetermined value, dropping the water. the sum of the drop inclusive amount in quantity and dropped inclusive previous water was subjected to drop included before the water, and the water
Of seeking their ratio from water difference of the water level after dropped inclusive and dropped inclusive prior to the water level of the destination of water, characterized in that a bath in the cross-sectional area of those constant multiple of this ratio, claim 2. The method for determining the cross-sectional area in a bathtub according to 1.
【請求項3】 バスアダプター以上の高さに位置する基
準水位を検出した後に定量の水を浴槽に落し込み、当該
落し込み後の第1の水位と基準水位との水位差を検出
し、この落し込み量及び基準水位と前記第1の水位との
水位差から、第1の浴槽内断面積を求め、 前記第1の水位と目標とする水位との水位差及び前記第
1の浴槽内断面積の積に相当する水量の水をさらに浴槽
に落し込み、 前記二度目の落し込み後の第2の水位と前記第1の水位
との水位差を検出し、この二度目の落し込み量及び前記
第1の水位と前記第2の水位との水位差から、第2の浴
槽内断面積を求め、 前記第2の水位と目標とする水位との水位差及び前記第
2の浴槽内断面積の積に相当する水量の水をさらに浴槽
に落し込み、 前記三度目の落し込み後の第3の水位と前記第2の水位
との水位差を検出し、当該水位差が一定値以上であるか
否か判断し、 前記第2の水位と第3の水位の水位差が一定値以上であ
ると判断した場合には、この三度目の落し込み量と前記
第2の水位及び前記第3の水位の水位差とから、第3の
浴槽内断面積を求め、 前記第2の水位と第3の水位の水位差が一定値以下であ
ると判断した場合には、前記二度目及び三度目の合計落
し込み量と前記第1の水位及び前記第3の水位の水位差
とから、第3の浴槽内断面積を求め、 前記第3の水位と目標とする水位との水位差及び前記第
3の浴槽内断面積の積に相当する水量の水をさらに浴槽
に落とし込むことを特徴とする自動風呂装置の湯張り制
御方法。
3. A fixed amount of water is dropped into a bathtub after detecting a reference water level located at a height equal to or higher than a bus adapter, and a water level difference between the first water level and the reference water level after the drop is detected. A cross-sectional area in the first bathtub is obtained from a drop amount and a water level difference between the reference water level and the first water level, and a water level difference between the first water level and a target water level and the first bathtub internal cutoff are obtained. An amount of water equivalent to the product of the area is further dropped into the bathtub, a water level difference between the second water level after the second drop and the first water level is detected, and the second drop amount and From the water level difference between the first water level and the second water level, a cross-sectional area in the second bathtub is determined, and the water level difference between the second water level and the target water level and the cross-sectional area in the second bathtub Is further dropped into the bathtub, and the third water level after the third drop is The water level difference between the second water level and the second water level is detected, and it is determined whether the water level difference is equal to or more than a certain value. The water level difference between the second water level and the third water level is determined to be more than a certain value. In this case, a third bathtub cross-sectional area is obtained from the third drop amount and the difference between the second water level and the third water level, and the difference between the second water level and the third water level is calculated. If it is determined that the water level difference is equal to or less than a predetermined value, the third bath tub interruption is performed based on the second and third total drop amounts and the water level difference between the first water level and the third water level. Determining an area, and further dropping water into the bathtub in an amount corresponding to a difference between a water level difference between the third water level and a target water level and a cross-sectional area in the third bathtub. Tension control method.
【請求項4】 バスアダプター以上の高さに位置する基
準水位を検出した後に定量の水を浴槽に落し込み、当該
落し込み後の第1の水位と基準水位との水位差を検出
し、この落し込み量及び基準水位と前記第1の水位との
水位差から、第1の浴槽内断面積を求め、 前記第1の水位と目標とする水位との水位差及び前記第
1の浴槽内断面積の積に相当する水量の水をさらに浴槽
に落し込み、 前記二度目の落し込み後の第2の水位と前記第1の水位
との水位差を検出し、この二度目の落し込み量及び前記
第1の水位と前記第2の水位との水位差から、第2の浴
槽内断面積を求め、 前記第2の水位と目標とする水位との水位差及び前記第
2の浴槽内断面積の積に相当する水量の水をさらに浴槽
に落し込み、 前記三度目の落し込み後の第3の水位と前記第2の水位
との水位差を検出し、当該水位差が一定値以上であるか
否か判断し、 前記第2の水位と第3の水位の水位差が一定値以上であ
ると判断した場合には、この三度目の落し込み量と前記
第2及び前記第3の水位の水位差との比から、第3の浴
槽内断面積を求め、 前記第2の水位と第3の水位の水位差が一定値以下であ
ると判断した場合には、前記二度目及び三度目の合計落
し込み量と前記第1の水位及び前記第3の水位の水位差
との比を定数倍して、第3の浴槽内断面積を求め、 前記第3の水位と目標とする水位との水位差及び前記第
3の浴槽内断面積の積に相当する水量の水をさらに浴槽
に落とし込むことを特徴とする自動風呂装置の湯張り制
御方法。
4. After detecting a reference water level located at a height equal to or higher than the bus adapter, a fixed amount of water is dropped into the bathtub, and a water level difference between the first water level and the reference water level after the drop is detected. A cross-sectional area in the first bathtub is obtained from a drop amount and a water level difference between the reference water level and the first water level, and a water level difference between the first water level and a target water level and the first bathtub internal cutoff are obtained. An amount of water equivalent to the product of the area is further dropped into the bathtub, a water level difference between the second water level after the second drop and the first water level is detected, and the second drop amount and From the water level difference between the first water level and the second water level, a cross-sectional area in the second bathtub is obtained, and the water level difference between the second water level and a target water level and the cross-sectional area in the second bathtub Is further dropped into the bathtub in an amount of water equivalent to the product of the third water level after the third drop. The water level difference between the second water level and the second water level is detected, and it is determined whether the water level difference is equal to or more than a certain value. It is determined that the water level difference between the second water level and the third water level is more than a certain value. In this case, a third bathtub cross-sectional area is determined from a ratio between the third drop and the water level difference between the second and third water levels, and the ratio of the second water level and the third water level is calculated. When it is determined that the water level difference is equal to or less than a certain value, the ratio between the second and third total drops and the water level difference between the first water level and the third water level is multiplied by a constant, Determining a cross-sectional area in the third bathtub, and further dropping water into a bathtub with a water level difference between the third water level and a target water level and an amount of water corresponding to the product of the cross-sectional area in the third bathtub. Hot water filling control method for automatic bath equipment.
JP6338336A 1994-12-29 1994-12-29 Method for calculating cross-sectional area in bathtub and method for controlling hot water in automatic bath apparatus Expired - Fee Related JP2907042B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6338336A JP2907042B2 (en) 1994-12-29 1994-12-29 Method for calculating cross-sectional area in bathtub and method for controlling hot water in automatic bath apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6338336A JP2907042B2 (en) 1994-12-29 1994-12-29 Method for calculating cross-sectional area in bathtub and method for controlling hot water in automatic bath apparatus

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JPH08189695A JPH08189695A (en) 1996-07-23
JP2907042B2 true JP2907042B2 (en) 1999-06-21

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Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0723800B2 (en) * 1989-04-05 1995-03-15 株式会社ノーリツ Method of detecting bathtub cross-sectional area of automatic bath equipment
JP2536143B2 (en) * 1989-04-05 1996-09-18 株式会社ノーリツ Water level setting method for automatic bath equipment

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