U.S. patent number 3,598,124 [Application Number 04/702,391] was granted by the patent office on 1971-08-10 for drainage control.
This patent grant is currently assigned to H. W. Andersen Products, Inc.. Invention is credited to Harold Willids Andersen, Harrison: Charles Harvey.
United States Patent |
3,598,124 |
Andersen , et al. |
August 10, 1971 |
DRAINAGE CONTROL
Abstract
A method and apparatus for urinary drainage in which the
normally closed system includes an adjustable upward course between
the bladder and the downward course leading to a drainage
receptacle, with the provision of venting means in the form of a
one-way valve (e.g., flutter valve) in the upper portion of the
system designated to admit atmospheric air cyclically when the flow
of liquid in the downward course causes negative pressure in the
upward course, whereby the system is periodically emptied and
permitted to refill in a simulation of normal physiological filling
and emptying of the bladder.
Inventors: |
Andersen; Harold Willids
(Oyster Bay, NY), Harrison: Charles Harvey (Oyster Bay,
NY) |
Assignee: |
H. W. Andersen Products, Inc.
(Oyster Bay, NY)
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Family
ID: |
24821037 |
Appl.
No.: |
04/702,391 |
Filed: |
February 1, 1968 |
Related U.S. Patent Documents
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Application
Number |
Filing Date |
Patent Number |
Issue Date |
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473917 |
Jul 22, 1965 |
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Current U.S.
Class: |
604/544;
604/129 |
Current CPC
Class: |
A61F
5/441 (20130101) |
Current International
Class: |
A61F
5/441 (20060101); A61f 005/44 () |
Field of
Search: |
;128/227--228,276--278,348--350 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Rosenbaum; Charles F.
Parent Case Text
This application is a continuation-in-part of application Ser. No.
473,917, filed July 22, 1965 and now abandoned.
Claims
What we claim is:
1. The method of draining a body cavity of liquid to which the body
normally supplies said liquid comprising providing a conduit means
leading from said body cavity, said conduit comprising a length of
tubing, supporting an intermediate section of said drainage tube at
an elevated disposition to define a pinnacle in which an upstream
side of said tubing leads from said body cavity generally upwardly
to said pinnacle and a downstream side of said drainage tubing
leads generally downwardly from said pinnacle to said receptacle,
providing an air vent valve operable when open to admit air to said
upstream side and when closed to preclude communication between the
atmosphere and said upstream side, draining the liquid from said
cavity to said upstream side of said tubing while maintaining said
air vent valve in a closed position, allowing the liquid to fill
said upstream side and thereafter to flow beyond said pinnacle into
said downstream side, inducing a syphoning action in said tubing by
said flow, opening said air vent valve in response to the reduction
of pressure in said upstream side of said tubing resulting from the
syphoning action, introducing air at a controlled restricted rate
into said upstream side through said air vent valve to overcome
said reduction in pressure, and restoring said tubing to
atmospheric pressure upon completion of the syphoning action,
emptying said tubing and said body cavity by said syphoning action,
and repeating the above cyclically to periodically drain said
cavity.
2. Apparatus for draining a body cavity of liquid to which the body
normally supplies said liquid comprising conduit means leading from
said body cavity to a receptacle, said conduit comprising a length
of drainage tubing, means supporting an intermediate portion of
said drainage tubing at an elevated disposition to define a
pinnacle in which an upstream section of said tubing leads from
said body cavity generally upwardly to said pinnacle and downstream
section of said drainage tubing leads generally downwardly from
said pinnacle to said receptacle, an air vent valve in said
upstream section operable when open to admit air to said upstream
section and when closed to preclude communication between the
atmosphere and said upstream section, said valve closing upon an
increase in pressure in said upstream section above atmosphere and
opening upon a decrease in pressure in said upstream section below
atmosphere, said valve being in said closed position while liquid
drains from said cavity to said upstream section and opening in
response to the reduction of pressure below atmosphere in said
upstream section resulting from the syphoning action as the liquid
fills said upstream section and flows past said pinnacle to said
downstream section, whereby said valve admits air into said
upstream section to overcome said reduction in pressure and restore
said tubing to atmospheric pressure upon completion of the
syphoning action.
Description
Heretofore, it has been a common hospital procedure to obtain
continuous drainage of urine from the urinary bladder by means of a
catheter passed transurethrally and retained in the bladder by a
number of standard and conventional devices. It is usual practice
to attach a relatively large bore, plastic drainage tube to the
proximal end of the urinary catheter and lead this drainage tubing
along a downhill path over the side of the bed into a collection
bottle or bag which is placed below the level of the urinary
bladder. Such an apparatus when functioning properly creates a
syphon effect in the catheter only to the level of the connection
between the catheter and the drainage tube. However, a syphon
effect is not obtained in the drainage tube as the bore of the
latter is large enough so that air bubbles pass up the drainage
tube preventing a syphon action therein. With this arrangement,
generally continuous drainage is obtained in that the bladder is
always kept empty, there being no provision for automatic and
periodic filling and emptying of the bladder.
There are two basic objections to this system. First, the urinary
bladder is a hollow distensible organ which depends upon alternate
filling and emptying to maintain the tone of its muscular walls.
Also periodic filling and emptying of the bladder is one of the
major methods or mechanisms by which the concentration of bacteria
in the bladder is kept at low levels. This mechanism depends on
dilution of the bacteria existing in the bladder with sterile urine
from the ureters followed by periodic and complete emptying of the
bladder. It has been demonstrated that if bacteria are injected
into a normal bladder in large concentrations, the bladder is
capable of clearing these organisms by this mechanism within
approximately 24 to 48 hours. If the bladder is kept from emptying
completely, though still allowed to expel portions of its contents
periodically or continually, the growth of bacteria in the bladder
may be of much magnitude that infection will ensue.
The second objection to the aforementioned conventional method is
that most of the catheters used as indwelling bladder catheters do
not conform to the contracted shape of the bladder so that "Foley
tip necrosis" of the dome of the bladder, a syndrome well known to
urologists and pathologists, may result. It is felt by some that
this pressure ischemic ulcer of the dome of the bladder is the
portal by which bacteria enter to infect the bladder wall. Such
infections, common in patients with indwelling catheters, are
caused when the dome of the bladder collapses and falls, or is
drawn, down over the indwelling catheter, particularly over the tip
of the catheter.
There are several pitfalls in the use of the aforementioned
conventional drainage system which are very commonly encountered in
hospitals and which accentuate this situation. For example, the
drainage tube may be placed below the surface level of urine in the
collection bottle or bag. Under these circumstances, the drainage
tubing may fill with urine and exert a strong and continuous syphon
action in the bladder. This draws the dome of the bladder down over
the indwelling catheter and over the tip thereof very much
enhancing the formation of pressure ulcers in the dome of the
bladder. Also it has been demonstrated many times that submerging
the end of the drainage tube in the urine will allow bacteria to
swim up the slowly draining fluid in the drainage or connecting
tubing and infect the bladder by that route.
Another pitfall of the aforesaid conventional drainage system is
that if the drainage tubing is not led straight from the indwelling
catheter to the collection bottle, urine will collect to form
pockets in any loops which may be in the tubing, thereby causing a
back pressure in the bladder with a resulting residual stagnant
pool of urine therein. Such residual pooling is well known to
hasten the onset of infection.
It is an object of the present invention to avoid the aforesaid
difficulties of known prior art practices by providing a method and
apparatus for drainage of fluids from the body with an indwelling
bladder catheter or the like which automatically and periodically
collapses and drains the cavity by syphon action, insuring its
complete emptying, and which then allows the cavity to distend and
collect the fluid once again to a predetermined pressure before
recycling, the syphoning action essentially emptying and clearing
the drainage tubing of fluid at the end of each syphoning
cycle.
A further object is to provide a drainage system which reduces the
chances of introducing bacteria into the body, which simulates
physiological drainage of the cavity, and which functions in such a
way as to maintain the muscular tone of the walls of the
cavity.
Another object is to provide a drainage system which is relatively
inexpensive and which utilizes a simple and uncomplicated
arrangement readily adapting it for use by personnel already having
training with conventional apparatus.
A further object is to provide certain improvements in the form,
construction, arrangement and material of the several elements
wherein the above-named and other objects may effectively be
attained.
A practical embodiment of the invention is shown in the
accompanying drawings wherein:
FIG. 1 represents an elevational view showing the overall
arrangement of a drainage system vented as proposed herein;
FIG. 2 represents a detailed longitudinal section through the
syphon control valve to which is attached the drainage funnel of a
catheter and the upper end of a drainage tube, the position of the
distal end of the catheter in the patient's bladder being indicated
diagrammatically;
FIG. 3 represents a section on the line III-III of FIG. 2;
FIG. 4 represents a plan view of a simple form of tube fastener,
and
FIG. 5 represents a detail section on the line V-V of FIG. 1,
indicating how the tube fastener is used.
Referring to the drawings, FIG. 1 shows a patient lying in a
standard hospital bed with a conventional indwelling catheter 1 in
situ. Between the catheter and the drainage tube 2 (leading to a
collection receptacle 3) is installed a syphon control valve 4, one
arm of which is engaged in the drainage funnel 5 of the catheter
while the tube 2 is fitted in the opposite arm and bonded thereto.
The valve body may conveniently be made of a nontoxic rigid
thermoplastic material having the general configuration of a
T-connector. The tube 2 is preferably led under the patient's leg,
but is here shown over the thigh as a matter of convenience in
illustration and because such a location is common practice.
The sidearm 6 (FIG. 2) is provided with an inwardly projecting
flutter valve 7, preferably of rubber and of a type known as a
"golden gate" valve, formed from a section of flat tubing the upper
end of which is stretched outward and snapped over the rim of the
sidearm; although equivalent devices of other materials and
installed in other manners might be substituted. A filter disc 8 of
material having a pore size sufficient to filter out airborne
bacteria covers the valve 7, the filter material being sufficiently
open to allow passage of air at very low vacuums, on the order of 1
inch of water, but at a restricted rate for reasons explained
below. The filter and valve are held firmly in place on the arm 6
by means of a retaining cap 9 of rigid plastic or metal, the lower
edge of which may engage in a groove 10 around the arm 6 to seal
the filter and valve on the arm. The valve permits the passage of
air from the atmosphere into the syphon control valve bore 11 when
the pressure therein is less than atmospheric, but prevents the
flow of urine from the bore 11 outward when the pressure is greater
than atmospheric; the inertia of the valve and filter being minimal
(1 inch of water) for opening and the valve closing by its own
inherent elasticity at atmospheric pressure.
In FIG. 2 there is shown somewhat diagrammatically the kidney 12,
ureter 13 and bladder 14 of the patient, a Foley catheter 1 being
retained in the bladder by means of the balloon 15.
Since the catheter is normally available in its own individual
sterile package, the valve and drainage tube will preferably be
sealed, sterile, in a suitable plastic bag or other convenient
container, the tapered arm of the valve being covered by a simple
plastic cap (not shown) to protect its sterility while the system
is being set up. On removing the assembly from its package, the
user first attaches the pinnacle point 16 of the drainage tube to a
support 17 (e.g., an I. V. pole) at a height of approximately 6
inches above the level of the patient's bladder by means of the
tube fastener 18. The fastener 18 may conveniently be a known
"rattail" band (FIG. 4) which is used by bending the middle portion
around the tube 2, passing the small end through the nearest hole
19, around the pole 17 and back through the end hole 20 so that the
pole 17 is firmly gripped in the loop between the holes. The lower
end of the drainage tube 2 is then led to a suitable receptacle 3
(shown conventionally as a bottle, for which known types of plastic
bags may be substituted) on or near the floor. Assuming that the
patient has already been catheterized, the syphon control valve
protective cap (not shown) is removed and the tapered end of the
syphon control valve 4 is inserted into the funnel of the catheter
1. Urine is produced by the kidney 12 and flows down the ureter 13
into the urinary bladder 14 and thence through the catheter 1,
through the bore 11 of the syphon control valve 4 and into the
drainage tube 2.
In order for the urine to reach the pinnacle point 16 of the
drainage tube which is disposed, for example, 6 inches above the
level of the urinary bladder 14, 6 inches of water pressure will
have to be generated by the excretion of urine into the bladder. To
reach this pressure, the bladder must be distended and hence
increase in volume of urine contained. When the hydrostatic
pressure of the urine in the bladder reaches +6 inches of water,
urine will spill over the pinnacle point 16 of the drainage tube 2
and commence a gravity induced syphon in the downward section 2' of
the drainage tube. This syphon action will produce a negative
pressure throughout the drainage conduit equivalent to the vertical
length of the downwardly disposed drainage tube 2' less the
vertical length of the upwardly disposed length of drainage tube
(up to point 16) also less, of course, the friction in the system
for as long as there is flow in the system.
For example, if the pinnacle point 16 of the drainage tube is
placed a vertical distance of 6 inches above the bladder and the
end of the downward section 2' of the drainage tube is placed a
vertical distance of 24 inches below the bladder, then the net
maximum syphon pressure in the system will be -18 inches of water
(-24 inches + 6 inches = -18 inches). Actual pressures within the
actively syphoning system will depend also upon the rate of flow
and the friction in the tubing. But when the bladder has been
completely emptied of urine, flow slows and the pressure at all
points in the system approaches equivalency and the net maximum
syphon negative pressure. This negative pressure is, of course,
exerted in the syphon control valve bore 11 through the filter 8.
The air flows into the bore 11 and then through the tube 2 past the
pinnacle point 16 and down the tube 2'. The flutter valve 7 and
filter 8 are so designed that the entry of air is restricted
sufficiently to permit the bladder to be substantially completely
emptied before the syphon is broken, the air continuing to flow
into the system through the valve 4 until all of the urine has been
emptied out of both upward course and the downward course of the
tubing and the pressure in the bore 11 has risen again to
atmospheric pressure. The valve 4 then closes and the system is
ready for recycling.
The trigger pressure of the syphon is purely a function of the
height of the pinnacle point 16. The greater the vertical distance
the pinnacle point is above the bladder, the higher the pressure in
the bladder must become before the syphon begins. Since the volume
of the bladder, is a function of the pressure of the of the urine
it contains, by adjusting the pressure that must be reached before
drainage, it is possible to control the maximum distention of the
bladder.
An important convenience of the system disclosed herein is that it
can be used by ambulatory patients who need merely attach the
pinnacle point 16 to the patient's hospital gown (as by means of a
safety pin) at an appropriate vertical distance above the bladder,
the receptacle 3 being, in this case, of a portable type.
As previously mentioned, the invention is particularly adaptable
for draining the urinary bladder and has been so described in
connection with the illustrated embodiment. It will be understood
however, that the invention has other applications, for example, in
draining the stomach with a Levin tube.
It will be understood that various changes may be made in the form,
construction and arrangement of the several parts without departing
from the spirit and scope of the invention and hence we do not
intend to be limited to the details shown or described herein
except as the same are included in the claims or may be required by
disclosures of the prior art.
* * * * *