This application is the National Stage Entry under 35 U.S.C. § 371 of Patent Cooperation Treaty Application No. PCT/SE2019/050927, filed Sep. 27, 2019, which claims priority from Swedish Application No. 1851171-7, filed Sep. 28, 2018, the contents of each of which are hereby incorporated by reference herein in their entireties.
The present invention relates to a method of controlling operation of a vibratory roller.
Vibratory rollers are widely used to compact soil and asphalt e.g. in the construction of roads and buildings.
Compaction of soil is about rearranging soil particles into a more dense state, by reducing air voids and increasing the number of contact points between the soil particles. Vibratory compaction, in which dynamic forces are utilized, enables efficient compaction on most soils. Typically, a vibratory roller comprises eccentric weights mounted on a rotating shaft to cause a roller drum to vibrate at a certain vibration frequency. The forces from the roller drum cause pressure waves in the soil, which in turn set the soil particles in motion to rearrange into a more dense state.
Generally, a high contact force between the drum and the soil gives deeper compaction and a high amount of energy/impact creates powerful pressure waves to rearrange the soil particles. It is therefore desired to control the compaction process such that the contact force and the energy/impact is maximized, i.e. to emit energy into the ground in an efficient manner.
U.S. Pat. No. 6,431,790 B1 illustrates a method of compacting using a compacting device, such as e.g. a vibratory roller. According to this method measured data is analyzed to determine mechanical characteristics of the soil that is compacted. Based on analysis of the vibration of the soil compacting device and the soil together as a single oscillatory system, the vibration frequency of the compacting device is continuously adjusted so as to drive the single oscillatory system towards a characteristic resonance frequency for optimization of the compaction. Furthermore, the travel speed and the vibration amplitude are continuously adjusted.
However, this method is time-consuming and/or inefficient, especially at startup.
It is an object of the present invention to provide an improved method of controlling operation of a vibratory roller.
This and other objects that will be apparent from the following summary and description are achieved by a method according to the appended claims.
According to one aspect of the present disclosure there is provided a method of controlling operation of a vibratory roller comprising a roller drum and a vibratory mechanism having at least two amplitude settings. The method comprises operating the vibratory mechanism in one of said at least two amplitude settings; maintaining a predefined phase angle by controlling the vibration frequency of the vibratory mechanism; monitoring a bouncing indication value (BIV), wherein said bouncing indication value being calculated based on an acceleration signal indicative of the vertical acceleration of the roller drum; and turning off the vibratory mechanism upon detection of a bouncing indication value (BIV) that exceeds a predetermined bouncing value (BV), thereby preventing the vibratory roller from operating in a bouncing mode of operation.
A predefined phase angle, i.e. difference in angular position between an eccentric force generated by the vibratory mechanism and the displacement of the roller drum, is thus used to control the vibration frequency.
The bouncing value is indicative of a bouncing mode of operation of the vibratory roller. By turning off the vibrations when bouncing is detected harmful operation of the vibratory roller and crushing of the soil particles are prevented. Maximum vibration amplitude may be achieved immediately after startup, and the vibration frequency is quickly adjusted to the predefined phase angle without any tuning of the vibration amplitude. Optimal compaction is thus reached in a very fast and efficient manner compared to the method teached in U.S. Pat. No. 6,431,790 B1, which requires a considerable amount of time since a step less variable amplitude is adjusted several times, from a low amplitude, following a sophisticated startup procedure before optimal compaction can be reached. Hence, the method described in U.S. Pat. No. 6,431,790 B1 is time-consuming and/or inefficient, especially at startup, since it takes time to sample data values and analyze the data values to determine what adjustments that should be executed. During this time, the roller may have travelled several meters over the area to be compacted. This means that the area travelled while adjusting machine parameters is not compacted in the most optimal way.
The method according to the present disclosure thus provides fast and efficient compaction of an area to be compacted. Especially, this may be an advantage when the compaction involves several passes and the vibrations has to be started and stopped frequently, since optimal compaction is achieved shortly after startup of the vibrations. Furthermore, it requires less complicated mechanical mechanisms and/or control equipment, since the amplitude is set in a predetermined amplitude setting and is simply turned off upon detection of bouncing. Hence, a less costly and more robust method may be provided.
Preferably, said bouncing indication value is calculated continuously.
According to one embodiment the method comprises starting the vibratory mechanism in a high amplitude setting. This has the advantage that optimal compaction, for at least a majority of soil conditions, is reached in a very fast and efficient manner.
According to one embodiment the vibratory roller has two and only two amplitude settings, which provides for a very reliable and efficient control of operation.
According to one embodiment the calculation of said bouncing indication value comprises performing Fast Fourier Tranform of said acceleration signal.
According to one embodiment said phase angle is in the range of 110° to 150° and more preferably in the range of 125° to 135°.
These and other aspects of the invention will be apparent from and elucidated with reference to the claims and the embodiments described hereinafter.
The invention will now be described in more detail with reference to the appended drawings in which:
Each eccentric mass assembly 7 comprises three eccentric masses 9, 11, 13 two of which are fixed to the rotatable shaft 5 and one of which is movably mounted on the shaft 5. Each of the movable masses 11 is free to rotate relative to the fixed masses 9, 13 between a first position (
When the movable masses 11 are situated in their respective first positions, the vibratory mechanism 2 operates in a high amplitude setting and when the movable masses 11 are situated in their respective second positions, the vibratory mechanism 2 operates in a low amplitude setting.
The amplitude setting is switched from one to the other by changing the direction of rotation of the shaft 5. To this end, each of the movable masses 11 has two engagement portions 11a, 11b configured to engage a driving pin 14 secured to the two fixed masses 9, 13 so as to rotate therewith as the shaft 5 rotates in any direction. A first engagement portion 11a of each movable mass 11 is configured to engage a respective driving pin 14 when the shaft 5 is rotated in one direction and a second engagement portion 11b of each movable mass 11 is configured to engage the respective driving pin 14 when the shaft 5 is rotated in the opposite direction. By changing the direction of rotation of the shaft 5, the movable masses 11 are forced to switch from one position to the other one, as illustrated in
Hence, the vibratory mechanism 2 of the vibratory roller 1 has in this case two and only two amplitude settings in the form of a high amplitude setting (
Now referring to
An eccentric position sensor 23 is arranged to provide a position signal when a reference point on the shaft 5 pass a certain position. The eccentric position sensor 23, which is attached to a non-rotating structure 25, is connected to the control unit 19 by a cable 27. During operation of the vibratory roller 1 the control unit 19 continuously receives a position signal from the eccentric position sensor 23.
The eccentric shaft 5 is rotatably arranged by means of roller bearings 10. A hydraulic motor 12 is arranged for rotating the shaft 5.
A vibratory roller 1 of this type can be operated in different compaction modes depending on the setting of the amplitude, frequency and the stiffness of the soil to be compacted.
In a first compaction mode, also referred to as “continuous contact mode”, the roller drum 3 remains in contact with the soil all the time during vibration.
When the soil gets stiffer the vibratory roller 1 enters a second mode of operation, also referred to as “partial uplift mode”. When the soil is getting even stiffer, the roller enters a third mode of operation, also referred to as “double jump mode” or “bouncing mode”. In the bouncing mode of operation the force between the roller drum 3 and the soil is very high every second cycle and lower or zero every second cycle of vibration. The high contact forces in the bouncing mode are harmful to the vibratory roller 1. Also, the high contact force loosens the top layer of the soil already being compacted and may crush soil particles. It is therefore desired to avoid the bouncing mode of operation.
There are known methods for detecting bouncing. According to one commonly used method, bouncing is detected using frequency analysis of the vibration of the roller drum. More specifically, bouncing is detected by performing Fast Fourier Transform of an acceleration signal indicative of the vertical acceleration of the roller drum as it operates.
By considering the roller drum 3 and the soil/ground as a dynamic system having a characteristic resonance frequency and running the vibratory roller 1 close to the resonance frequency of the soil-drum system compaction can be improved. This gives maximum contact force and effective transfer of vibration energy into the ground, i.e. improved efficiency.
With reference to
The vibratory roller 1 is started at a default vibration frequency, such as e.g. 20 Hz, and with the vibratory mechanism 2 set in the low amplitude setting or in the high amplitude setting. Preferably, the vibratory mechanism 2 is set in the high amplitude setting.
When the vibratory roller 1 operates the vibration frequency is continuously controlled so as to maintain a predefined phase angle Φ, i.e. the difference in angular position of the eccentric force and the displacement of the roller drum 3, to achieve optimal compaction efficiency and/or energy efficiency. Typically, a predefined phase angle Φ in the range of 125° to 135° degrees is used for this purpose.
The vertical acceleration of the roller drum 3 is measured by the accelerometer 15 situated vertically above the axis of rotation 6 of the roller drum 3. The moment when a reference point on the shaft 5 passes a certain position is measured using the eccentric position sensor 23.
The actual phase angle is determined based on signals from each of the accelerometer 15 and the eccentric position sensor 23. The phase angle is determined continuously by the control unit 19 and used as a control parameter for controlling the frequency of the vibratory mechanism 2, which provides for quick and accurate control of the vibration frequency of the vibratory roller.
If the phase angle deviates from the predefined phase angle, the vibration frequency is immediately adjusted by the control unit 19. Since the vibratory roller 1 already from start may work at the high amplitude setting the vibration frequency adjusts quickly to the predefined phase angle, i.e. to the optimal phase angle.
Also, a so called bouncing indication value (BIV) is continuously calculated using a frequency analysis of the acceleration signal from the accelerometer 15. The bouncing indication value is calculated to detect when the vibratory roller 1 enters the bouncing mode of operation. The bouncing indication value is calculated as follows:
BIV=C*(A0.5Ω/AΩ), where
AΩ=the amplitude of the vertical drum acceleration at the fundamental (vibration) frequency Ω, and
A0.5Ω=the amplitude of the vertical drum acceleration of the first subharmonic, i.e. half the vibration frequency Ω.
C is a constant established during site calibrations. (C=300 is often used).
When the BIV exceeds a predefined limit value, also referred to as bouncing value (BV), the drum 3 has entered bouncing mode. Then, the vibration mechanism 2 is automatically turned off by a bouncing guard of the control unit 19 to prevent the vibratory roller 1 from operating in a bouncing mode.
When the bouncing guard has turned off the vibrations, a message is displayed to the operator that bouncing has occurred. The operator must then switch to the low amplitude setting or continue with the vibrations turned off to be able to carry on with the compaction work in the specific area. In fact, the bouncing guard will prevent further compaction work at the high amplitude setting in the specific area, since the BIV will exceed the specified limit value if the operator turns the vibration on at the high amplitude setting.
The person skilled in the art realizes that the present invention by no means is limited to the embodiments described above. On the contrary, many modifications and variations are possible within the scope of the appended claims.
By way of an example, the method has been illustrated for controlling operation of a dual-amplitude vibratory roller of a certain type. It is however appreciated that the method can be used to control operation of other type of dual amplitude vibratory rollers as well as vibratory rollers having further amplitude settings.
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WO2020/067984 | 4/2/2020 | WO | A |
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