This disclosure relates generally to the compaction of asphalt, soil and granular materials using drum-type compactors and pneumatic-tire compactors.
A road roller, roller-compactor, asphalt compactor, pneumatic compactor or simply a “roller” are a compactor type vehicles used to compact soil, gravel, concrete, or asphalt in the construction of roads and foundations. Two types of compactors will be discussed here: pneumatic tire compactors and drum vibratory compactors, also known as asphalt compactors because of their predominant use on asphalt. Both types of compactors do the same type of work in different ways.
Drum vibratory compactors offer contractors a high productivity solution for finishing asphalt. In the vibratory mode, drum compactors quickly increase the density of fresh asphalt and are usually the preferred machine for the initial breakdown pass in most applications. After the breakdown pass, either a drum or a pneumatic-tire compactor is used to continue compaction. Tandem steel-drum machines, with their ability to vibrate the surface, may achieve the required level of density in roughly half the number of passes as a pneumatic-tire machine in the intermediate rolling applications.
One key difference is that steel drums leave behind a surface that is more permeable and open textured. Many state departments of transportation are using permeable asphalt pavements designed to let rain migrate through the top asphalt layer to drainage channels underneath. In areas with high rainfall amounts, the open texture is often specified because this type of road surface is better at reducing standing water and spray from passing vehicles. Open-texture asphalt pavements also give vehicles better traction and skid resistance.
One the other hand, pneumatic-tire compactors are only half as productive as tandem-drum vibratory compactors in the intermediate applications as a general rule. However, pneumatic tire compactors still play an important role in asphalt compaction. First, pneumatic-tire compactors create a smooth, impermeable wear layer. While the textured wear layers that steel drums create are gaining favor in some states, only about 15% of roadways are designed with this textured wear layers in the specifications. Smooth, impermeable wear layers drain water to the sides and prevent the water from weakening the sub-base.
Pneumatic-tire compactors are much preferred when compacting naturally occurring soils, crushed stone and chip-seal surfaces because steel drums tend to fracture these types of stone. Also, the working speed of pneumatic compactors, many of which can run from 4 to 8 mph is higher than that of a drum compactor.
Because paving trains of road construction crews are moving at faster speeds, the compaction equipment, both drum (asphalt) and pneumatic-tire compactors must, by design, keep up with paving trains for efficiency. There have been significant improvements in compaction equipment during the past decade, especially with vibratory drums, which usually rely upon an eccentric weight system within the drums. Pneumatic-tire compactors have also evolved to include hydrostatic drive systems and improved tires.
However, improvements in compaction of soils and paving materials are always desirable in terms of both the quality of compaction and the speed of compaction.
For purposes of this disclosure, wheeled compaction equipment will include both pneumatic-tire compactors as well as drum-type or asphalt compactors.
Various methods for compacting surfaces are disclosed. One disclosed method includes providing wheeled compaction equipment and providing a first at least substantially constant propel command that propels the equipment in a forward direction. The method further includes providing a second varying propel command to vary a speed of the equipment that set by the first at least substantially constant propel command. In such a method, the equipment maintains its motion in the forward direction despite varying the forward speed of the equipment.
A hydraulically driven compactor is also disclosed which includes at least two wheels for propelling the compactor and for compacting materials disposed beneath the wheels. The wheels are in communication with a hydraulic motor. The hydraulic motor is in communication with a control valve. The control valve is in communication with a hydraulic pump that is in communication with a hydraulic fluid reservoir. The compactor also includes a controller for controlling the flow of hydraulic fluid through the control valve. The controller includes a memory programmed with at least two commands: a first at least substantially constant propel command that propels the compactor in a forward direction; and a second varying propel command to vary a speed of the compactor set by the first at least substantially constant propel command.
An electrically driven compactor is also disclosed. The disclosed electrically driven compactor includes at least two wheels for propelling the compactor and for compacting materials disposed beneath the wheels. The wheels are coupled to an electric motor. The electric motor is linked to a power source. The electrically driven compactor also includes a controller for varying current transmitted from the power source to the electric motor. The controller includes a memory programmed with at least two commands including a first at least substantially constant propel command that propels the compactor in a forward direction and a second varying propel command to vary the speed of the compactor set by the first at least substantially constant propel command.
In any of the embodiments discussed above, the equipment or compactor maybe a pneumatic-tire compactor or a drum-type compactor. In any of the embodiments discussed above, the first at least substantially constant propel command may provide an at least substantially constant pressurized flow of hydraulic fluid to a hydraulic motor that propels the wheeled compaction equipment forward. Further, the second varying propel command may provide a varying current to a control valve disposed upstream of the hydraulic motor that varies the flow of hydraulic fluid to the hydraulic motor to vary the speed of the equipment compactor set by the first at least substantially constant propel command. In any of the embodiments discussed above, the control valve may be a proportional control valve.
Alternatively, the first at least substantially constant propel command provides an at least substantially constant current that propels the equipment or compactor forward. The second varying propel command may provide a varying current to the electric motor of the equipment or compactor to vary the speed of the equipment or compactor set by the first at least substantially constant propel command.
It has been surprisingly found that varying the speed of compacting equipment while maintaining a continual forward direction improves compaction, reduces the time it takes to achieve a satisfactory compaction and helps the compaction equipment or compaction process keep up with today's faster paving trains of road construction crews.
Two types of compaction equipment will be discussed herein, but it will be understood by those skilled in the art that the techniques and methods disclosed herein are applicable to other types of compaction equipment.
Turning to
Returning to
Turning to
The flow of fluid through the conduits 43, 44 or 45, 46 is driven by one or more pumps (not shown in
Again, while
Returning to a hydraulic drive system, a simplified circuit diagram for a hydraulic system 60 is illustrated in
The hydraulic system 60 includes a variable displaced pump 48 connected to the engine 32 which, in this case, can also be referred to as a prime mover. The pump 48 has an inlet conduit 61 that is in communication with a fluid reservoir or drain 62. When the engine 32 is operating, the pump 48 draws a flow of fluid from the reservoir 62 through the conduit 61 and pressurizes it before sending it through the conduit 63 to the proportional directional control valve 64. The control valve 64 is controlled by the controller 65 which sends a signal to the actuator 66. The actuator 66 moves the valve 64 to one of three positions.
In
In the position shown in
Because the pump 48 is a variable displacement pump, the controller 65 can send a signal through the line 74 to increase or decrease the pressure of the fluid passing through the conduit 63 to the control valve 64. Thus, the controller 65 can send signals to the pump 48 to abruptly increase or decrease the pressure of the fluid flowing through the conduit 63 which ultimately controls the pressure of the fluid delivered to the hydraulic motor 68 which therefore controls the speed of the drum, tire or wheel 35, 36, 12.
It has been surprisingly found that varying the forward speed of a compactor 10, during a compaction process not only improves the quality of the compaction but, because the quality is improved, also improves the speed of the compaction or reduces the time in which the compaction operation may be completed.
Therefore, during a compaction operation, the controller 65 may send a signal through the line 74 to the pump 48 which will result in the drum, tire or wheel 35, 36, 12 rotating forward at a first speed. Then, periodically or randomly, the controller 65 may send a signal through the line 74 to the pump 48 which will either reduce or increase the speed of the drum, tire or wheel 35, 36, 12. The changes in wheel or drum speed may be frequent, infrequent, rhythmic, random or for the most part continuous depending upon the material to compacted. Again, it has been surprisingly found that varying the speed of the compactor 10, 30 during the compaction process while maintaining a forward or positive velocity, improves the compaction process and reduces the overall time needed for the compaction process.
As shown in
The controller 65 can vary the current delivered to the motor 52 and therefore the speed of the motor 52 in a variety of ways. The controller may send a signal directly through the line 87 to the motor 52 to increase or decrease the speed of the motor and therefore the axle or drive lines 69. The controller 65 may also send a signal through the line 86 to the generator 83 to deliver more or less current through the line 91 to the motor 52.
Therefore, the controller 65 may send a signal for a constant or for an at least substantially constant propel command that propels the drums, tires or wheels 35, 36, 12 in a forward direction. The controller 65 may then send a second command or a second varying propel command to vary the speed of the drums, tires or wheels 35, 36, 12 to provide an oscillation or variation in the speed of the compactors 10, 30. The compactors 10, 30 need not come to a complete stop; all that is needed is an oscillation, variation or modification in the speed of the compactors 10, 30 on a regular, irregular, periodic or random basis.
Industrial Applicability
The compactors 10, 30 may be used to compact asphalt, soil or other granular materials for road construction, parking lot construction, building construction, or other projects that require the ground or a supporting surface to be compacted. As the compactors 10, 30 move forward during the compaction process, the controller 65 of either a hydraulic system 60 (
After a first signal is generated by the controller 65 and sent to the pump 48 (
In summary, a disclosed method for compacting a surface includes providing wheeled compaction equipment, such as a pneumatic-tire compactor or a drum-type or asphalt compactor. The propel system is equipped with a controller that can provide a first at least substantially constant propel command that propels the compaction equipment in a forward direction. The controller then provides a second varying propel command to vary the speed of the equipment set by the first at least substantially constant propel command. As a result, the equipment maintains its forward motion despite variations in the forward speed of the equipment.
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