The present technical solution is explained and illustrated, by way of example, in the accompanying drawings, in which it is shown as follows:
FIG. 1—a scheme of a two-channel device for determining the horizontal acceleration,
FIG. 2—a scheme of a two-channel device for determining the vertical acceleration,
FIG. 3—a scheme of a one-channel device determining the horizontal acceleration,
FIG. 4—a scheme of one-vessel device for determining the vertical acceleration.
On the accompanying drawing the vessels and the thickness of their walls are not shown. In
The present technical solution is based on determining the pressures difference to be determined in particular points of the inner cavities of the hollow vessels, in particular, one vessel, wherein the pressures caused by the cross accelerations being equal, and those caused by the acceleration determined (horizontal or vertical) being different, correspondingly.
The points for determining pressures are chosen as such that even with tilting in the operating condition, they are acted upon along the cross-sectional axes by the columns of the flowing media of equal length, and on the axis along which determination is made of the acceleration, are of different length. Therefore, the cross accelerations are not considered to make any harmful influence on determining the acceleration required, as a consequence, the sensitivity axis, irrespective of tilting, in the device for determining horizontal acceleration is always directed along the horizontal, and in the device for determining the vertical acceleration is always directed along the vertical.
By way of examples, provision is made of the two-vessel devices for determining acceleration (
In
On these drawings these cross-sections are shown counter-oriented (the arcs of one and the same radius are located on either side from their centers).
By way of example, in
The inner cavities of the vessels are filled with the flowing media (liquid, gas or their mixture). As the liquid use can be made of silicone oil (the density whereof being practically unchangeable within a wide range of temperature changes) ligroin and others.
In
The pressure signals in said points are provided to the differential scheme (differential block), at the output whereof there is taken a signal of the acceleration determined (in our example αξ or αη). In FIG. I the differential scheme is indicated by 31, in FIG. 2—by 32, and in
As pressure pickups in
In
Further, first there will be provided a two-vessel device for determining the acceleration (
In
Each of these cavities is considered to consist of two spherical parts of the different radius (R and r), but with the common center (in particular, L1 and L2).
In
The inner cavities of the vessels are used to be similar, in
The positions of the points L1 and L2, L3 and L4 are chosen to be similar in these planes, correspondingly.
Therefore, the columns lengths of the flowing media acting on these points under the influence of the horizontal lateral acceleration αζ are considered to be equal one another, irrespective of tilting. As a consequence, the acceleration αζ is not expected to make any harmful influence, even with tilting, on determining the horizontal longitudinal acceleration αξ (
Owing to presence of the outermost, along the vertical, points (A1 and B1, A2 and B2) the vertical acceleration αη is not expected any harmful influence, either, even with tilting, on determining the acceleration αξ (
Let's show it by way of example: the locations of the points L1 on the straight line A1B1 and the locations of the point L2 on the straight line A2B2, and choosing A1B1=A2B2, B1L1=B2L2. The points L1 and L2 are acted upon by the columns of the flowing media, the heights whereof being h1 and h2, h3 and h4. These heights are measured from the outermost points A1 and A2, B1 and B2 up to the horizontals (straight lines perpendicular to the vertical) passing through the points L1 and L2. In particular, in the initial position h1=A1L1, h2=A2L2, h3=B1L1, h4=B2L2. With tilting at the angle ν, we have
h
1
=A
1
L
1 cos ν, h2=A2L2 cos ν, h3=B1L1 cos ν, h4=B2L2 cos ν (3)
But since choice is made of A1L1=A2L2, B1L1=B2L2, in particular, A1L1=A2L2=B1L1=B2L2, then h1=h2=h3=h4. This means that with tilting the heights of the columns of the flowing media acting on the points L1 and L2, being changed with tilting, remain to be equal. Due to that, determining αΞ is not expected to depend on the influence of αη.
Let's consider the operation of the device of the horizontal acceleration αξ (
Let the acceleration αξ in
P1=ραξR, P2=ραξr (4)
In case the acceleration αξ in
From (1) and (5) it follows that
The device for determining the horizontal lateral acceleration αζ is the same as the device for determining the horizontal longitudinal acceleration αξ having the same merits. The difference consists in the fact that the cross-sections of the inner cavities of the vessels with the counter-orientation are located in the plane passing through the vertical and cross-sectional axes of a moving object the acceleration αζ whereof is determined.
Let's consider the peculiarities of a two-vessel device for determining the vertical acceleration αη (
In two-vessel devices determining the acceleration (
For preventing any harmful influence of the parameters spread of sensitive elements of pressure the device is made for determining the acceleration with one sensitive element of pressure in the form of the flexible diaphragm with holes (
In
Each of said devices is made in the form of one vessel, the inner cavities 15 and 16 whereof being in the form of hemispheres are separated by a flexible diaphragm (41 and 42) with holes (presence of holes is shown by dotted line).
Said diaphragm and the walls of the inner cavities located on either side therefrom are electrically insulated from each other and are electrodes of two capacitors. Said capacitors are included in some neighboring arms of said bridge the elements with electrical resistances of the equal value are included, which is more preferable.
Said diaphragm is like an aggregate of plurality of pairs of the points to be similarly located on either side therefrom. Since the thickness of said diaphragm is considered to be insignificant, then geometrically each pair of the points of that kind can be considered as one point (though physically these are different points since they are located in different hemispheres). Therefore, with tilting, the points of each said pair are acted upon by the columns of similar length. Due to that, with tilting, said diaphragm is not expected to change its position (is not deflected).
Under the influence of the acceleration to be determined the difference of pressure is created, as a consequence, said diaphragm is deflected. Herewith, capacitance of one capacitor increases and of another decreases, correspondingly. As a consequence, at the output of said electrical bridge there occurs voltage proportional to the acceleration determined.
Since every point for determining pressure (on the diaphragm) is acted upon by the pressure of filling the vessel with the flowing media and the pressure caused by the column of this media located over this point, then the sensitivity thread of each device provided is equal to zero (thus, it is not necessary to overcome non-sensitivity zone). This means that the most insignificant acceleration causes the signal at the output of the differential scheme.
Since the inner cavities of the vessels (vessel) are similar, the location of the points of determining the pressure in them is similar and use is made of the differential scheme, then not only cross accelerations but also other disturbance factors (in particular, vibrations and temperature changes) are not considered to cause any harmful influence on the accuracy of determining the acceleration.
Since with tilting (relative to the horizontal plane) at the angles ν≈45° and more the device for determining the horizontal acceleration turns into the device for determining the vertical acceleration and, vice versa, then the joint application of said devices with corresponding displacement of the outermost points one relative to another enables it to accurately determine the acceleration (both horizontal and vertical) irrespective of tilting practically within the range of 360°, i.e. with any tilting.
The operation of the technical solution provided is based on determining the pressures difference determined in particular points of the flowing media, providing the signals of said pressures to said differential scheme and taking off the signal of the acceleration determined from the output of said scheme.
Considerable differences of the technical solution provided compared with the prior art are as follows:
Number | Date | Country | Kind |
---|---|---|---|
176167 | Jun 2006 | IL | national |