Disclosed embodiments may be related to methods and systems for the mitigation of flow and/or pressure pulsations in hydraulic systems. Some embodiments may be directed to hydraulic systems including differential hydraulic buffers.
Hydraulic systems, which take advantage of fluids to store, convert, and/or transmit power, are utilized across a variety of industries and applications, from large scale industrial plants to motor vehicles. These hydraulic systems may generally include a variety of components, such as, for example, hydraulic pumps, valves, various reservoirs or accumulators, tanks, fluid chambers, filters, membranes, other hydraulic components, and the flow paths extending between these components. The flow of hydraulic fluid through and/or between these various components and connections may result in fluid pressure and/or flow pulsations that may produce vibrations of the components and/or acoustic noise. This may be undesirable due to the generation of objectionable levels of noise, accelerated wear and tear on equipment, and/or reduced system performance in associated frequency ranges.
In one embodiment, a hydraulic system includes a hydraulic device with a first device port and a second device port; a differential buffer with a first buffer port and a second buffer port; a first flow path that fluidly connects the first device port to the first buffer port; and a second flow path that fluidly connects the second device port with the second buffer port.
In one embodiment, an active suspension actuator system includes a hydraulic device including a first device port and a second device port. The active suspension actuator system also includes a differential buffer with a first buffer chamber and a second buffer chamber that are fluidly separated by a buffer piston slidably received in the differential buffer. The first buffer chamber is fluidly connected to the first port of the hydraulic device and the second buffer chamber is fluidly connected to the second port of the hydraulic device. The active suspension actuator system also includes a hydraulic actuator with a first actuator chamber and a second actuator chamber that are fluidly separated by an actuator piston slidably received in the hydraulic actuator. The first actuator chamber is fluidly connected to the first buffer chamber and the second actuator chamber is fluidly connected to the second buffer chamber.
In one embodiment, a method for operating a hydraulic system includes: applying flow pulsations to a first flow path fluidly connected to a first buffer chamber and a second flow path fluidly connected to a second buffer chamber, where the flow pulsations in the first buffer chamber are at least partially out of phase with the flow pulsations in the second buffer chamber; and displacing a buffer piston disposed between the first buffer volume and the second buffer volume due at least in part to a phase difference between the flow pulsations in the first and second buffer chambers.
In one embodiment, a hydraulic system includes: a hydraulic device with a first device port and a second device port; a differential buffer with a first buffer port and a second buffer port; a first flow path that fluidly connects the first device port to the first buffer port; and a second flow path that fluidly connects the second device port with the second buffer port.
It should be appreciated that the foregoing concepts, and additional concepts discussed below, may be arranged in any suitable combination, as the present disclosure is not limited in this respect. Further, other advantages and novel features of the present disclosure will become apparent from the following detailed description of various nonlimiting embodiments when considered in conjunction with the accompanying figures.
In cases where the present specification and a document incorporated by reference include conflicting and/or inconsistent disclosure, the present specification shall control. If two or more documents incorporated by reference include conflicting and/or inconsistent disclosure with respect to each other, then the document having the later effective date shall control.
The accompanying drawings are not intended to be drawn to scale. In the drawings, each identical or nearly identical component that is illustrated in the various figures may be represented by a like numeral. For purposes of clarity, not every component may be labeled in every drawing. In the drawings:
The Inventors have recognized that hydraulic pumps, especially positive displacement pumps such as, for example, gerotor pumps, crescent pumps, gear pumps, and piston pumps may induce flow and/or pressure pulsations, which may also be referred to as ripple, at both the intake and discharge ports. These pulsations may be transmitted to, and observed at, various points over an entire hydraulic circuit. These pressure pulsations may result in increased noise and/or instability of the hydraulic system. Compliant reservoirs (e.g. accumulators) may be used to partially mitigate the transmission of flow and/or pressure pulsations to various portions of a hydraulic system. However, the Inventors have recognized that the use of larger reservoirs may result in more fluid needing to be moved by a pump, or other hydraulic device, in order to establish a desired pressure differential across the pump. Additionally, as a reservoir is compressed, the compliance may decrease in certain types of reservoirs (i.e. the reservoir may become stiffer). Therefore, the Inventors have recognized that a reservoir may be less effective in mitigating flow and/or pressure pulsations as it is compressed, and, for example, in the case of a gas filled reservoir, this relationship may be non-linear.
In view of the above, the Inventors have recognized the benefits associated with using a phase difference present in the flow and/or pressure pulsations present at locations along different flow paths connected to separate ports of a hydraulic device to reduce a magnitude of the flow and/or pressure pulsations that propagate to other portions of a hydraulic system. Specifically, a phase difference and relative magnitudes of the flow and/or pressure pulsations between the two flow paths may result in a pressure differential at a given location that is different from a nominal pressure differential between the flow paths applied by the hydraulic device. Accordingly, the portion of the pressure differential associated with the out of phase flow and/or pressure pulsations along the different flow paths may be used to at least partially mitigate the flow and/or pressure pulsations propagating to another portion of the hydraulic system. For example, in some embodiments, this pressure differential between the two flow paths associated with the flow and/or pressure pulsations may be used to cause a corresponding change in volume of a buffer chamber associated with each flow path to at least partially mitigate, and in some instances substantially eliminate, the flow and/or pressure pulsations. For instance, a volume change of the first buffer chamber may result in a corresponding opposite volume change in the second buffer chamber which may at least partially accommodate the at least partially out of phase flow and/or pressure pulsations that are applied to the separate buffer chambers. In some embodiments, this volume change may be accomplished using a buffer piston slidably disposed between, and separating, the two buffer chambers where the buffer piston may be displaced by the out of phase flow and/or pressure pulsations applied to the two buffer chambers. Specific embodiments are elaborated on further below.
In one embodiment, a hydraulic system may include a hydraulic device (e.g. a hydraulic motor or a pump) with a first device port and a second device port. For example, the hydraulic device may be a hydraulic pump operated as a hydraulic pump in at least one mode of operation or a hydraulic motor operated as a hydraulic pump in at least one mode of operation. The embodiment may include a differential buffer with a first buffer port and a second buffer port. A first flow path may fluidly connect the first device port to the first buffer port and a second flow path may fluidly connect the second device port with the second buffer port. The differential buffer may function to reduce flow and/or pressure pulsations generated by the hydraulic device that are transmitted from the differential buffer to one or more hydraulic loads fluidly connected to the differential buffer.
In some embodiments, a differential buffer may include a housing with an internal volume that includes a first buffer chamber and a second buffer chamber. A buffer piston disposed in the housing of the differential buffer between the first and second buffer chambers may be configured to slide back and forth under the influence of a differential pressure applied across the buffer piston between the two buffer chambers. A first spring may resist motion of the buffer piston in a first direction and a second spring may resist motion of the buffer piston in a second direction that is opposite the first direction. Accordingly, the piston may move under the applied pressure differential associated with flow and/or pressure pulsations generated by the hydraulic device which may correspondingly vary a volume of the first and second buffer chambers to at least partially cancel the at least partially out of phase flow and/or pressure pulsations that are transmitted to the first and second chambers.
While the differential buffers and systems disclosed herein may be used with any appropriate hydraulic load, in some embodiments, the hydraulic load fluidly connected to a hydraulic device, as described herein, may be an active suspension actuator. In one such embodiment, an active suspension actuator system may include a hydraulic device, such as a hydraulic pump or a hydraulic motor. The hydraulic device may include a first device port and a second device port. The embodiment may also include a differential buffer with a first buffer chamber and a second buffer chamber that are fluidly separated by a buffer piston that is disposed between the first and second buffer chambers. The buffer piston may be configured to slide within a housing of the differential buffer between the first and second buffer chambers. For example, the buffer piston may be slidably retained within a cylindrical volume that at least partially defines the first and second buffer chambers. The first buffer chamber may be fluidly connected to the first device port of the hydraulic device and the second buffer chamber may be fluidly connected to the second device port of the hydraulic device. The active suspension system may also include a hydraulic actuator with a first actuator chamber and a second actuator chamber. In some embodiments, the first and second actuator chambers may correspond to extension and compression chambers of the actuator, respectively. In either case, the first and second actuator chambers may be fluidly separated by an actuator piston. In some embodiments, the actuator piston may be slidably received within a cylindrical volume disposed within an interior volume of the actuator body that at least partially defines the first and second actuator chambers. Regardless of the specific construction, the first actuator chamber may be fluidly connected to the first buffer chamber and the second actuator chamber may be fluidly connected to the second buffer chamber. As elaborated on further below, such a construction may help reduce a magnitude of flow and/or pressure pulsations that may be transmitted from the hydraulic device to the actuator through the differential buffer.
Certain parameters related to the operation of a hydraulic system, including the ability of a differential buffer to mitigate flow and/or pressure pulsations within the hydraulic system, may be at least partially related to a frequency range of operation of the hydraulic system and a resulting frequency range of the excited flow and/or pressure pulsations. Accordingly, in some embodiments, the various operating parameters and performance characteristics described herein may correspond to operating parameters and/or performance characteristics within the operating frequency ranges and flow and/or pressure pulsation frequency ranges noted below.
Depending on the embodiment, a hydraulic device may exhibit any appropriate operating frequency range. For example, a maximum response frequency of a hydraulic device may be greater than or equal to 1 Hz, 5 Hz, 10 Hz, 20 Hz, and/or any other appropriate frequency range. Correspondingly, the hydraulic device may have a maximum response frequency that is less than or equal to 100 Hz, 50 Hz, 40 Hz, 30 Hz, 20 Hz, and/or any other appropriate frequency range. Combinations of the above noted frequency ranges are contemplated including, a hydraulic device that it is capable of responding with a maximum frequency response that is between or equal to 1 Hz and 50 Hz. Further, a hydraulic device may have an operating frequency range that extends between or equal to 0 Hz and any of the above-noted maximum response frequencies. However, embodiments in which a hydraulic device has a different lower bound for the operating frequency range that is greater than 0 Hz is also contemplated as the disclosure is not so limited. Additionally, while specific frequency ranges for the maximum response frequency of a hydraulic device are noted above, it should be understood that any appropriate range of operating frequencies for a hydraulic device, including ranges both greater and less than those noted above, may be used depending on the specific application as the disclosure is not limited in this fashion. Additionally, while maximum response frequencies are described above, the operational speeds of a particular hydraulic device may be greater than the frequencies associated with a maximum response time of the device in certain embodiments. For example, a hydraulic device such as a gerotor, or other similar device, may exhibit rotational velocities with cyclic excitations having frequencies greater than the maximum response frequencies noted above in some embodiments.
In some embodiments, a hydraulic device may generate flow and/or pressure pulsations within a range of different pulsation frequencies. For example, a flow and/or pressure pulsation generated by a hydraulic device may have a frequency that is greater than or equal to 10 Hz, 20 Hz, 30 Hz, 40 Hz, 50 Hz, 100 Hz, 500 Hz, 1000 Hz, 2000 Hz, 3000 Hz, and/or any other appropriate frequency range. Correspondingly, the frequency range associated with the flow and/or pressure pulsations may be less than or equal to 10,000 Hz, 5000 Hz, 4000 Hz, 3000 Hz, 2000 Hz, 1000 Hz, 500 Hz, 100 Hz, 50 Hz, and/or any other appropriate frequency range. Combinations of the foregoing frequency ranges are contemplated including, for example, a frequency range of flow and/or pressure pulsations that is between or equal to 10 Hz and 10,000 Hz as well as 30 Hz and 300 Hz. Of course, it should be understood that depending on the specific hydraulic system construction, frequency ranges for flow and/or pressure pulsations both greater than and less than those noted above are contemplated as the disclosure is not so limited.
As noted above, a hydraulic device, such as a pump or hydraulic motor, may generate flow and/or pressure pulsations along, for example, two separate flow paths that are fluidly connected to separate ports of the hydraulic device. These pulsations propagating along the separate flow paths may be at least partially out of phase with one another. When the pressure pulsations at a particular location along the flow paths, such as within two opposing buffer chambers, are completely out of phase with one another, i.e. 180° out of phase, a maximum amount of mitigation of the flow and/or pressure pulsations may be achieved as elaborated on further below. Alternatively, when pulsations at a particular location along the flow paths, such as within two opposing buffer chambers, are partially out of phase with one another, i.e. less than 180° out of phase, a lesser amount of mitigation of the flow and/or pressure pulsations may be achievable. Additionally, to further enhance the amount of pulsation mitigation provided by a differential buffer, it may be desirable for a magnitude of the flow and/or pressure pulsations transmitted to opposing buffer chambers from the two separate flow paths to be approximately equal in magnitude to one another. As elaborated on further below, the phase and magnitude of the pulsations present along the separate flow paths of a hydraulic system to an associated differential buffer may be dependent on the mass of the fluid in the flow paths, the damping, and/or the stiffness of the fluid flow paths extending between and including the hydraulic device generating the flow and/or pressure pulsations as well as the separate chambers of the differential buffer connected to these fluid flow paths. Thus, there may be an appropriate transfer function, which may be the result of the particular hydraulic system construction, that relates the magnitude and/or phase of pulsations emitted from a port of a hydraulic device to the magnitude and phase of pulsations that occur at a port of a differential buffer of the system. These transfer functions may be experimentally measured as elaborated on below to determine the various operating parameters of a hydraulic system.
In view of the above, the flow and/or pressure pulsations transmitted to opposing first and second chambers of a differential buffer may be matched with one another at least within a desired frequency range such that they are close to or effectively 180° out of phase with one another within the opposing chambers of the differential buffer. In some embodiments, the flow and/or pressure pulsations applied to opposing chambers of the differential buffer at least within a desired frequency range of the pulsations may be within 40°, 30°, 20°, 10°, 5°, 1°, and/or any other appropriate offset from being 180° out of phase with one another (e.g. between or equal to 140° and 220° out of phase). That said, pressure pulsations that are offset from being 180° out of phase with one another by amounts greater than those noted above are also contemplated as the disclosure is not so limited.
In some embodiments, a magnitude of flow and/or pressure pulsations within a desired or targeted frequency range that are transmitted from a hydraulic device to opposing buffer chambers of a differential buffer may be substantially or effectively equal to one another. For example, a difference between a magnitude of the flow and/or pressure pulsations applied to the opposing buffer chambers within a desired or targeted frequency range of the pulsations may be less than or equal to 20%, 15%, 10%, 5%, 1% and/or any other appropriate percentage of the larger amplitude pulsation in a buffer chamber at a given frequency. Of course, magnitude differences between the pulsations applied to the different chambers greater than the ranges noted above are also contemplated as the disclosure is not so limited.
To help provide a desired relationship between a magnitude and/or phase of pulsations applied to opposing chambers of a differential buffer within a desired or targeted frequency range of the pulsations, it may be desirable to provide flow paths connecting ports of a hydraulic device to the corresponding buffer chambers of a differential buffer that have approximately equivalent compliances corresponding to the expected change in volume for a given change in pressure. It should be noted that due to the flow paths including a substantially incompressible fluid, such as a hydraulic fluid, a majority of the compliance along these flow paths may be provided by the differential buffer itself. In either case, a difference in the compliance between a first flow path fluidly connecting a first device port of a hydraulic device to a first buffer chamber of a differential buffer relative to a second flow path fluidly connecting a second device port of the hydraulic device to a second buffer chamber of the differential buffer may be less than or equal to 20%, 15%, 10%, 5%, 4%, 3%, 2%, 1%, and/or any other appropriate percentage of the larger compliance as the disclosure is not so limited. However, differences in the compliances of the two fluid flow paths greater than those noted above are also contemplated as the disclosure is not so limited.
Alternatively or additionally, to help provide a desired relationship between a magnitude and/or phase of pulsations applied to opposing chambers of a differential buffer within a desired frequency range of the pulsations, it may also be desirable to provide approximately equivalent fluid impedances for the separate flow paths connecting the separate ports of a hydraulic device to the corresponding buffer chambers of a differential buffer. The fluid impedance along each flow path may include contributions from flow resistances and the mass of the fluid extending between the hydraulic device and differential buffer. However, in some embodiments, the fluid impedance may be dominated by frictional losses along the flow path. In either case, a difference in the fluid impedance along a first flow path fluidly connecting a first device port of a hydraulic device to a first buffer chamber of a differential buffer and a second flow path fluidly connecting a second device port of the hydraulic device to a second buffer chamber of the differential buffer may be less than or equal to 20%, 15%, 10%, 5%, 4%, 3%, 2%, 1%, and/or any other appropriate percentage of the larger fluid impedance as the disclosure is not so limited. However, differences in the fluid impedances of the two fluid flow paths greater than those noted above are also contemplated as the disclosure is not so limited.
In some embodiments, a magnitude of flow and/or pressure pulsations that are transmitted from a differential buffer to a hydraulic load may be reduced relative to a magnitude of the flow and/or pressure pulsations generated by, and transmitted to, the differential buffer from a hydraulic device. Depending on the desired application, the reduction in magnitude may be any appropriate percentage. For example, a reduction in magnitude of the transmitted pulsations may be greater than or equal to 1%, 5%, 20%, 50%, or any other appropriate percentage of a magnitude of the original pressure and/or flow fluctuations prior to being reduced by the differential buffer. Correspondingly, the reduction in magnitude may be less than or equal to 80%, 50%, 20%, 5%, 1%, and/or any other appropriate percentage of a magnitude of the original pressure and/or flow fluctuations. Combinations of the foregoing are contemplated including, for example, a reduction in the magnitude of transmitted flow and/or pressure pulsations from a differential buffer to a fluidly connected hydraulic load that is between or equal to 50% and 80%. Of course, different combinations of the foregoing ranges as well as reductions that are both greater than and less than those noted above are also contemplated as the disclosure is not so limited.
Depending on the particular embodiment, the above-noted frequencies and phase offsets for flow and/or pressure pulsations within a system may be measured in any appropriate fashion. That said, in some embodiments, the frequency and phase of the pulsations may be measured using pressure sensors associated with the separate buffer chambers located within a differential buffer. For example, separate pressure sensors and/or a differential pressure sensor may be used to measure pressure pulsations within the different buffer chambers or other portions of the hydraulic system. However, it should be understood that other methods of measuring the frequency and/or phase of the flow and/or pressure pulsations with a system may also be used as the disclosure is not limited in this fashion.
The above-noted compliances and fluid impedances along the various flow paths may also be determined in any appropriate fashion. For example, in one embodiment, a computational fluid dynamic (CFD) analysis may be performed to determine the compliances and fluid impedances associated with the different flow paths of a hydraulic system. In another embodiment, these parameters may be measured experimentally.
The flow path transfer function between the pressure ripple source and the differential buffer may be measured experimentally. For example, this may be achieved by placing pressure sensors capable of measuring pressure at frequencies in the appropriate frequency range, for example 10-3000 Hz or 10-10000 Hz, at locations at opposite ends of the flow path. In some embodiments, during the experiment, the hydraulic device may be replaced with an external volumetric flow source which may then be used to induce volumetric fluid displacements at the same location as the pump (location 141 for example). By sweeping through excitations with the external flow source at frequencies throughout the desired range, the impedance of the flow paths can be measured. In some embodiments the magnitude and phase of the transfer function of the flow path connecting a first port of the hydraulic device and a first chamber of the differential buffer may have a magnitude and/or phase that is 20%, 15%, 10%, 5%, 4%, 3%, 2%, 1% and/or any other appropriate percentage less than the magnitude and/or phase of the transfer function of the flow path connecting a second port of the hydraulic device and a second chamber of the differential buffer.
As described further below, in some embodiments, one or more springs may be operatively coupled with a buffer piston slidably disposed between first and second buffer chambers of a differential buffer. In some embodiments, the one or more springs may include one or more springs disposed on either side of the buffer piston such that the springs bias the buffer piston towards a neutral position. Specific constructions are described further below in relation to the figures. However, it should be understood that any appropriate type of spring capable of applying a desired force to bias a buffer piston of the differential buffer towards a desired neutral position may be used as the disclosure is not limited to any particular type of spring. Thus, appropriate springs may include, but are not limited to, coil springs, Belleville washers, and/or any other appropriate type of spring capable of applying the appropriate forces.
As used herein, flow and/or pressure pulsations, flow and/or pressure ripple, flow pulsations, pressure pulsations, pulsations and other similar terms may be used interchangeably to refer to the same or equivalent physical phenomenon that may occur in some hydraulic systems. Specifically, flow and/or pressure pulsations may refer to the occurrence of flow and/or pressure pulsations that deviate from a nominal flow rate and/or nominal pressure, whether constant or variable, associated with the commanded operation of a hydraulic device along a given flow path fluidly connected to the hydraulic device. In some instances, these pulsations may cyclically vary such that the actual flow rate and pressure cyclically vary around the nominal commanded flow rate and/or pressure. For example, as described further below in reference to the figures, during operation of certain types of pumps, a flow and pressure along the different flow paths connected to the separate ports of the pump may vary throughout given cycle of a pumping mechanism of the pump.
As used herein the terms hydraulic device, hydraulic pump, and hydraulic motor may be used interchangeably with one another. Accordingly, the various embodiments described herein may include a hydraulic device corresponding to any appropriate hydraulic device capable of being driven to provide a desired flow of fluid and/or pressure differential at various points in a hydraulic system. This may include hydraulic pumps and hydraulic motors that may be configured to operate as a pump to drive a flow of fluid in at least one operating mode. Additionally, in some embodiments, a hydraulic device may include a pump or hydraulic motor that is configured to be operated as a hydraulic motor in at least one operating mode in which a flow of fluid is used to drive the hydraulic device. Depending on the particular application, it may be desirable for a hydraulic device, such as a hydraulic pump and/or hydraulic motor, to be reversible such that it may permit a fluid to flow through the hydraulic device in both a first direction and a second opposing direction. However, embodiments in which flow through a hydraulic device is unidirectional are also contemplated. Additionally, in some embodiments, hydraulic devices may operate at a variable nominal speed or a constant nominal speed as the disclosure is not so limited. Appropriate types of hydraulic devices may include, but are not limited to: positive displacement pumps such as gerotors, crescent pump, gear pumps, piston pumps, swash plate pumps.
The hydraulic systems and differential buffers disclosed herein may be used with any appropriate type of hydraulic load as the disclosure is not limited to any particular type of hydraulic system. However, in some embodiments, hydraulic loads that may be included in a hydraulic system as disclosed herein may include, but are not limited to, active suspension actuators, hydraulic actuators, and/or any other appropriate type of hydraulic load.
As used herein, a flow path may refer to a conduit or other enclosed passage through which fluid may flow between two or more points in a hydraulic circuit, such as for example, between two ports of separate hydraulic components in a hydraulic system. Appropriate types of flow paths may include but are not limited to, hydraulic tubes, channels formed in solid components, passages extending between two opposing surfaces of separate components (e.g., between concentrically located tubes or housings), and/or any other appropriate construction capable of functioning as a flow path to permit the flow of fluid between two or more points within a hydraulic system.
As used herein fluidly connecting, fluidly connected, fluid communication, and other similar terms, may refer a fluid connection between different points in a hydraulic circuit. For example, a flow path may fluidly connect two portions of a hydraulic circuit such that fluid may be exchanged between these two portions of the hydraulic circuit during at least some operating conditions. It should be understood that a fluid connection between two points of a hydraulic circuit may either be a direct fluid connection with no intervening components, e.g., flow control devices such as valves, between the two locations or an indirect connection where a flow path may extend between one or more intervening components between the two locations as the disclosure is not limited in this fashion.
Turning to the figures, specific non-limiting embodiments are described in further detail. It should be understood that the various systems, components, features, and methods described relative to these embodiments may be used either individually and/or in any desired combination as the disclosure is not limited to only the specific embodiments described herein.
It should be noted that the traces included in
In some embodiments, flow pulsations resulting from flow into the intake port and out of the discharge port of a hydraulic device may be at least partially mitigated by incorporating reservoirs that are partially filled with a compressible medium (e.g., a gas).
In addition to the above, and without wishing to be bound by theory, the Inventors have further recognized that the effectiveness of gas filled reservoirs in mitigating pulsations may be proportional to the compliance of the reservoir. Accordingly, as the pressure in flow path 132 or flow path 133 is increased by operating the pump, the gas volume in the associated reservoir may be compressed. As the gas volume of the reservoir is compressed, the compliance decreases (i.e., the reservoir becomes stiffer), and the reservoir becomes less effective in mitigating hydraulic pulsations. In addition, the relationship between the compliance of a gas filled reservoir and pressure is nonlinear. Accordingly, while one or more reservoirs may be fluidly connected to any flow path in the various embodiments described herein, the Inventors have recognized a need for constructions that may further mitigate the flow and/or pressure pulsations present within a hydraulic system.
The hydraulic device 141 is fluidly connected to the hydraulic load 104 by the first and second flow paths 142 and 143, respectively. Specifically, the first port of the hydraulic device 141a may be fluidly connected to a first port of the hydraulic load 104a by the first flow path 142. Correspondingly, the second port of the hydraulic device 141b may be fluidly connected to a second port of the hydraulic load 104b by the second flow path 143. The first and second buffer chambers 145a and 145b are fluidly connected to flow paths 142 and 143 respectively by two branch flow paths. For example, the buffer chambers 145a and 145b may also include ports 147a and 147b. Thus, the port 147a of the first buffer chamber may be fluidly connected to the first flow path 142 at a location along the first flow path 142 between the hydraulic device 141 and the hydraulic load 104. Correspondingly, the port 147b of the second buffer chamber 145b may be fluidly connected to the second flow path 143 at a location along the second flow path 143 between the hydraulic device 141 and the hydraulic load 104.
In some embodiments, it may be desirable to bias a buffer piston 146 of a differential buffer 145 towards a neutral position when a hydraulic device 141 of the hydraulic system 140 is not being operated, e.g., not creating a differential pressure between its two ports. Accordingly, in some embodiments, a differential buffer 145 may include one or more springs that are operatively coupled to the buffer piston 146 to bias the buffer piston towards a desired neutral position within an interior volume of the differential buffer 145. For example, in the embodiment illustrated in
In the above embodiment, branch connections between the flow paths and the differential buffer as well as a generic hydraulic load are described. However, the current disclosure is not limited in this fashion. For example, a hydraulic system including a differential buffer that is connected to the hydraulic device and/or one or more hydraulic loads of the system in a different fashion than that illustrated in
Similar to the prior embodiment,
In the depicted embodiment of an active suspension actuator 150, the actuator includes a piston 152 slidably disposed in an interior volume of a housing of the actuator between an extension volume 151a and a compression volume 151b. A piston rod 153 is attached to and extends from at least a first side of the piston 152. The piston may extend to an exterior of the actuator housing. In the depicted embodiment, the extension volume 151a is in fluid communication with the first port 154a of the actuator and the compression volume 151b is in fluid communication with the second port 154b of the actuator. Of course, while a particular active suspension actuator has been shown in the figure, it should be understood that any appropriate hydraulic load may be included in the depicted system as the disclosure is not so limited.
In the depicted embodiment including an active suspension actuator 150 with a piston 152, operation of the hydraulic system may result in the piston extending into an interior volume of the actuator by varying amounts. Thus, the hydraulic system 240 may also include an accumulator 155, or other appropriate reservoir, which may be configured and sized to accommodate hydraulic fluid displaced by the intrusion into or withdrawal of the piston rod 153 from the actuator housing. In the embodiment of
During operation of the hydraulic system 240 of
In the above description, a compression cycle of motion of the active suspension actuator 150 is described. However, the active suspension actuator 150 may also undergo an extension cycle in which the piston rod 153 is displaced to extend further out from the actuator housing. Accordingly, the fluid may flow in an opposing direction through the various components described above when the hydraulic device 141 is operated in the opposite direction. Additionally, similar fluid flows through the different flow paths and the differential buffer 145 may occur when the system is controlled to operate hydraulic loads that are different from the depicted active suspension actuator 150 illustrated in
As noted previously, operation of the hydraulic device 141 may result in flow pulsations propagating along the flow paths 142a and 143a extending between the hydraulic device 141 and the differential buffer 145. Thus, the flow pulsations may originate at the device ports 141a and 141b of the hydraulic device 141 and may propagate to the differential buffer 145 and into the first and second buffer chambers 145a and 145b. As noted previously, the flow pulsations may be at least partially out of phase within the first and second buffer chambers 145a and 145b. Due to the pressure differential associated with these out of phase flow pulsations applied across the buffer piston 146, the flow pulsations reaching the first and second buffer chambers 145a and 145b may induce the buffer piston 146 to move. The resulting movement of the buffer piston 146 may be in a direction and may have a magnitude related to the out of phase pulsations such that a magnitude of the pulsations propagating downstream from the differential buffer 145 towards one or more associated hydraulic loads may be reduced, and in some instances substantially or effectively eliminated, relative to a magnitude of the pulsations upstream from the differential buffer 145 (e.g., between the differential buffer 145 and the hydraulic device 141). For instance, a magnitude of pulsations transmitted along the flow paths 142b and 143b extending between the first and second buffer chambers 145a and 145b and an associated hydraulic load may be less than a magnitude of the pulsations transmitted between the first and second buffer chambers 145a and 145b and the hydraulic device 141. This may correspondingly reduce the magnitude of pulsations applied to the hydraulic load.
The Inventors have recognized that degree of mitigation of flow pulsations using a differential buffer may depend at least partly on how close the pressure pulses are in the opposing chambers of a differential buffer to being 180° out of phase. The further away from 180° out of phase the pulsations are in the separate buffer chambers, the less effective the disclosed pulse mitigation strategy using a differential buffer may be due to there being less destructive interference between the pulses. Accordingly, in some embodiments, it may be desirable to match a compliance and/or impedance of the fluid flow paths 142a and 143a extending between and including the hydraulic device 141 and the corresponding first and second buffer chambers 145a and 145b such that they are substantially equal to one another, or at least within some desired tolerancing of one another. When the flow paths are balanced in this manner, the pulsations that reach the opposing chambers are closer to being 180 degrees out of phase with one another, and thus, may be more effectively cancelled by the motion induced in the piston by those pulsations.
While the operation of the differential buffer to at least partially mitigate flow and/or pressure pulsations propagating from a hydraulic device to an associated hydraulic load is described relative to
Referring to
In an example, if the hydraulic device 141 outputs pressure ripple at 100 Hz, for a system with a very low mass m of the buffer piston 146, the stiffness of the hydraulic circuit may be primarily based on the springs (i.e., the springs dominate). At frequencies above the natural resonance, the stiffness of the hydraulic circuit may appear higher than the spring stiffness (i.e., here, mass dominates) as the mass m prevents the buffer piston 146 from moving in response to the pressure ripple. However, if the mass m of the buffer piston 146 is selected so that a natural resonance occurs when pressure ripple is output at 100 Hz, the stiffness of the hydraulic circuit may be much softer than just the spring stiffness.
While the embodiments depicted in
While the above embodiments have primarily illustrated differential buffers in which fluid flows directly through the buffer chambers, embodiments in which fluid does not flow directly through a buffer chamber of a differential buffer to a hydraulic load are also contemplated. For example, T-junction connections similar to that shown in
While the present teachings have been described in conjunction with various embodiments and examples, it is not intended that the present teachings be limited to such embodiments or examples. On the contrary, the present teachings encompass various alternatives, modifications, and equivalents, as will be appreciated by those of skill in the art. Accordingly, the foregoing description and drawings are by way of example only.
This application claims the benefit under 35 U.S.C. § 119(e) of U.S. provisional application Ser. No. 62/935,047, filed Nov. 13, 2019, the disclosure of which is incorporated herein by reference in its entirety.
Filing Document | Filing Date | Country | Kind |
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PCT/US2020/060577 | 11/13/2020 | WO |
Number | Date | Country | |
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62935047 | Nov 2019 | US |