Disclosure of Invention
The invention aims to provide a flow control method for an automatic peritoneal dialysis machine.
The technical scheme for realizing the purpose of the invention is as follows: a flow control method for an automatic peritoneal dialysis machine comprises self-defined continuous circulation peritoneal dialysis control and self-defined tide type peritoneal dialysis control;
the self-defined continuous circulating peritoneal dialysis control method comprises the following steps:
A) dividing the control flow into two stages;
B) setting the periodicity, single-period injection amount and retention time of the first stage;
C) setting the periodicity, single-period injection amount and retention time of the second stage;
D) number of decision cycles during dialysis:
if the current periodicity is less than or equal to the periodicity of the first stage, adopting the single-period injection amount and the retention time of the first stage to perform flow control;
if the current period is greater than the period number of the first stage and less than or equal to the total period number, adopting the single-period injection amount and the retention time of the second stage to carry out flow control, wherein the total period number is the combination of the period number of the first stage and the period number of the second stage;
the user-defined tide type peritoneal dialysis control method comprises the following steps:
A) setting total cycle number, single cycle injection amount, tidal volume, single cycle ultrafiltration amount and retention time in the dialysis process;
B) setting a drainage complete period interval;
C) number of decision cycles during dialysis:
a) if the number of cycles is (k × drain complete cycle interval +1), where k is 0,1,2 … …, then the infusion volume is the single cycle infusion volume and the drain volume is (tidal volume + single cycle ultrafiltration volume);
b) if the number of cycles is (k × interval of complete drainage cycles), the injection volume is tidal volume, and the drainage volume is until drainage is completed;
c) if the number of cycles is equal to the total number of cycles, determining the injection amount according to the judgment principle in a) and b), and leading the drainage amount until the drainage amount is exhausted;
d) in other periods, the infusion was tidal volume and the drainage volume was (tidal volume + single-cycle ultrafiltration).
Compared with the prior art, the invention has the following remarkable advantages: the invention adopts two flow control methods of self-defined continuous circulation peritoneal dialysis control and self-defined tidal peritoneal dialysis control, can improve ultrafiltration by short time and small dose, better remove toxin by long time and large dose, and has better applicability to different peritoneal dialysis patients, thereby improving treatment effect.
Detailed Description
The invention relates to a flow control method for an automatic peritoneal dialysis machine, which comprises user-defined continuous circulation peritoneal dialysis control and user-defined tide type peritoneal dialysis control;
the self-defined continuous circulating peritoneal dialysis control method comprises the following steps:
A) dividing the control flow into two stages;
B) setting the periodicity, single-period injection amount and retention time of the first stage;
C) setting the periodicity, single-period injection amount and retention time of the second stage;
D) determining the number of cycles during dialysis
a) If the current periodicity is less than or equal to the periodicity of the first stage, adopting the single-period injection amount and the retention time of the first stage to perform flow control;
b) if the current period is greater than the period number of the first stage and less than or equal to the total period number, namely the combination of the period number of the first stage and the period number of the second stage, adopting the injection amount of the single period of the second stage and the retention time to carry out flow control;
the user-defined tide type peritoneal dialysis control method comprises the following steps:
A) setting total cycle number, single cycle injection amount, tidal volume, single cycle ultrafiltration amount and retention time in the dialysis process;
B) setting a drainage complete period interval;
C) determining the number of cycles during dialysis
a) If the number of cycles is (k × drain complete cycle interval +1), where k is 0,1,2 … …, then the infusion volume is the single cycle infusion volume and the drain volume is (tidal volume + single cycle ultrafiltration volume);
b) if the number of cycles is (k × interval of complete drainage cycles), the injection volume is tidal volume, and the drainage volume is until drainage is completed;
c) if the number of cycles is equal to the total number of cycles, injecting according to the judgment principle in a) and b), and ensuring the drainage quantity until drainage is completed;
d) if the period is other, the infusion is tidal volume, and the drainage volume is (tidal volume + single-cycle ultrafiltration volume).
The invention is further described below with reference to the figures and examples.
Examples
As shown in fig. 1, the customized continuous cycling peritoneal dialysis control method comprises two stages, including the following steps:
1) dividing the control flow into two stages;
2) setting the cycle number N, the single-cycle injection amount F1 and the retention time D1 of the first stage;
3) setting the period number (M-N), the single-period injection amount F2 and the retention time D2 of the second stage;
4) determining cycle of cycles during the course of treatment;
5) if the cycle is less than or equal to N, the injection amount is F1, and the retention time is D1;
6) if N < cycle is less than or equal to M, and M is the total number of cycles, the injection amount is F2, and the retention time is D2.
According to the illustration in fig. 2, the customized continuous circulation peritoneal dialysis control method comprises the following specific steps:
1) setting total cycle number M, single cycle injection amount F, tidal volume TF, single cycle ultrafiltration amount UF and retention time D in the treatment process;
2) setting a drainage period interval n;
3) determining cycle of cycles during the course of treatment;
4) if cycle is k × n +1 (where k is 0,1,2 … M/n rounded up), the injection amount is F and the drainage amount is (TF + UF);
5) if cycle is k n (where k is 1,2 … M/n is rounded), the infusion volume is TF, and the drainage volume is the volume that completely drains the fluid in the abdominal cavity;
6) if the cycle is M, injecting according to the judgment principles of a) and b), and completely draining the liquid in the abdominal cavity;
7) in other cycles, TF was injected and the flow rate was (TF + UF).