AU2021261837A1 - Method for compacting asphalt material - Google Patents
Method for compacting asphalt material Download PDFInfo
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- AU2021261837A1 AU2021261837A1 AU2021261837A AU2021261837A AU2021261837A1 AU 2021261837 A1 AU2021261837 A1 AU 2021261837A1 AU 2021261837 A AU2021261837 A AU 2021261837A AU 2021261837 A AU2021261837 A AU 2021261837A AU 2021261837 A1 AU2021261837 A1 AU 2021261837A1
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- Prior art keywords
- temperature
- threshold temperature
- asphalt
- compactor
- arrangement
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- 239000010426 asphalt Substances 0.000 title claims abstract description 137
- 239000000463 material Substances 0.000 title claims abstract description 89
- 238000000034 method Methods 0.000 title claims abstract description 42
- 239000002689 soil Substances 0.000 claims abstract description 37
- 238000005056 compaction Methods 0.000 claims abstract description 36
- 238000001816 cooling Methods 0.000 claims abstract description 33
- 230000003068 static effect Effects 0.000 claims abstract description 17
- 238000001514 detection method Methods 0.000 claims abstract description 4
- 230000005284 excitation Effects 0.000 claims description 46
- 230000010355 oscillation Effects 0.000 claims description 34
- 230000003247 decreasing effect Effects 0.000 claims description 26
- 230000007704 transition Effects 0.000 description 13
- 230000008859 change Effects 0.000 description 10
- 230000001133 acceleration Effects 0.000 description 5
- 230000008569 process Effects 0.000 description 4
- 230000007423 decrease Effects 0.000 description 3
- 239000011230 binding agent Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000737 periodic effect Effects 0.000 description 2
- 230000004913 activation Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007717 exclusion Effects 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 230000003287 optical effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/22—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
- E01C19/23—Rollers therefor; Such rollers usable also for compacting soil
- E01C19/238—Wetting, cleaning or heating rolling elements, e.g. oiling, wiping, scraping
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/22—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/22—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
- E01C19/23—Rollers therefor; Such rollers usable also for compacting soil
- E01C19/25—Rollers therefor; Such rollers usable also for compacting soil propelled by animals or vehicles
- E01C19/255—Rollers therefor; Such rollers usable also for compacting soil propelled by animals or vehicles by vehicles placed on the rolling device; provided with means for facilitating rapid road transport, e.g. retractable transport wheels
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/22—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
- E01C19/23—Rollers therefor; Such rollers usable also for compacting soil
- E01C19/28—Vibrated rollers or rollers subjected to impacts, e.g. hammering blows
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/22—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
- E01C19/23—Rollers therefor; Such rollers usable also for compacting soil
- E01C19/28—Vibrated rollers or rollers subjected to impacts, e.g. hammering blows
- E01C19/286—Vibration or impact-imparting means; Arrangement, mounting or adjustment thereof; Construction or mounting of the rolling elements, transmission or drive thereto, e.g. to vibrator mounted inside the roll
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/22—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
- E01C19/23—Rollers therefor; Such rollers usable also for compacting soil
- E01C19/28—Vibrated rollers or rollers subjected to impacts, e.g. hammering blows
- E01C19/288—Vibrated rollers or rollers subjected to impacts, e.g. hammering blows adapted for monitoring characteristics of the material being compacted, e.g. indicating resonant frequency, measuring degree of compaction, by measuring values, detectable on the roller; using detected values to control operation of the roller, e.g. automatic adjustment of vibration responsive to such measurements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/026—Improving by compacting by rolling with rollers usable only for or specially adapted for soil compaction, e.g. sheepsfoot rollers
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Road Paving Machines (AREA)
- Working-Up Tar And Pitch (AREA)
Abstract
A method for compacting asphalt material (A) by means of at least one soil
compactor (10) having at least one compactor roller with a motion generation
arrangement assigned to the same, comprising the measures:
a) detection of an asphalt temperature of the asphalt material (A) to be
compacted,
b) static compaction of the asphalt material (A) with a deactivated motion
generation arrangement of the at least one compactor roller, if the asphalt
temperature lies above an upper threshold temperature (0),
c) static compaction of the asphalt material (A) with a deactivated motion
generation arrangement of the at least one compactor roller, if the asphalt
temperature lies below a lower threshold temperature (U),
wherein the upper threshold temperature (0) and/or the lower threshold temperature
(U) is/are set depending on at least one surroundings parameter (T) influencing the
cooling behavior of the asphalt material to be compacted.
(Figure 2)
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Description
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Australian Patents Act 1990
Invention Title Method for compacting asphalt material
The following statement is a full description of this invention, including the best method of performing it known to me/us:-
- la
Description
The present invention relates to a method for compacting asphalt material.
In order to compact asphalt material, for example in road construction, soil compactors are used, among others, which have at least one compactor roller with a motion generation arrangement assigned to the same. When the motion generation arrangement is deactivated, the asphalt material to be compacted is compacted statically by this type of compactor roller, thus by the weight load exerted by the compactor roller. When the motion generation arrangement is activated, additional energy is introduced into the compactor roller and via the same into the asphalt material to be compacted due to the excitation of the compactor roller to oscillate or due to the generation of a deflection movement of the compactor roller. The deflection movement or oscillation, generated by the motion generation arrangement, is superimposed on the rolling movement of the compactor roller during movement of a soil compactor across the asphalt material to be compacted.
This type of motion generation arrangement, provided in assignment to a compactor roller in a soil compactor used to carry out the method according to the invention, may be designed as a vibration arrangement, through which an acceleration or force is exerted on the compactor roller substantially orthogonal to a rotational axis of the compactor roller. This type of vibration arrangement may comprise in the interior of the compactor roller an unbalanced mass arrangement, with a center of mass eccentric to the unbalanced rotational axis, drivable by an unbalance drive to rotate about an unbalanced rotational axis. The unbalanced rotational axis may, for example, correspond to the rotational axis of the assigned compactor roller. In order to be able to set different operating states with different energy inputs for this type of vibration arrangement, and thus to be able to generate different vibration amplitudes in the assigned compactor roller, the unbalanced mass arrangement may comprise mass parts movable with respect to one another, so that the mass acting in the center of mass is changeable and/or the radial distance of the center of mass of the unbalanced mass arrangement to the unbalanced rotational axis is changeable. For example, to change the mass acting in the center of mass, two mass parts may assume different angular positions from one another about the unbalanced rotational axis depending on the direction of rotation of the unbalanced mass arrangement. Alternatively or additionally, to change the energy introduced into the compactor roller or into the asphalt material, the rotational speed of a respective unbalanced arrangement and thus the vibration frequency may be changed. Compactor rollers with these assigned vibration arrangements are generally designated as vibratory rollers. Soil compactors with compactor rollers with these assigned vibration arrangements are known from DE 10 2016 109 888 Al and DE 10 2018 132 379 Al. Vibration arrangements are known from WO 2018/23633 Al and also CN 201801803 U, which, by changing the direction of rotation, may be switched between two operating states with different positions of two mass parts of an unbalanced mass arrangement to one another, and thus masses acting in a different center of mass.
In one alternative embodiment, an oscillation arrangement may be assigned to this type of compactor roller, by means of said oscillation arrangement a periodically changing torque is generated to act on the compactor roller about its rotational axis. This type of oscillation arrangement may comprise multiple unbalanced mass arrangements, drivable by an unbalance drive to rotate about unbalanced rotational axes eccentric to the rotational axis of the assigned compactor roller. By matching the rotational movement of the unbalanced mass arrangements about the respectively assigned unbalanced rotational axes to one another, the periodically changing torque acting about the rotational axis of the compactor roller is generated in the circumferential direction. In these types of oscillation arrangements as well, each unbalanced mass arrangement may comprise mass parts movable with respect to one another so that the mass acting in the center of mass and/or the radial distance of the center of mass of the respective unbalanced mass arrangement to the unbalanced rotational axis is changeable, in order to change the energy introduced into the compactor roller and thus also into the asphalt material to be compacted, or to change the oscillation amplitude generated in the respective compactor roller. For example, to change the mass acting in a respective center of mass of a mass arrangement, two mass parts may assume different angular positions from one another about the respective unbalanced rotational axis depending on the direction of rotation of the unbalanced mass arrangement.
Alternatively or additionally, to change the energy introduced into the compactor roller or into the substrate, the rotational speed of the unbalanced mass arrangements and thus the oscillation frequency may be changed. Compactor rollers having these assigned oscillation arrangements are generally designated as oscillating rollers. This type of oscillation arrangement or a soil compactor with a compactor roller having an oscillation arrangement assigned to the same is known, for example, from WO 2019/063540 Al. Oscillation arrangements are known from DE 10 2017 122 371 Al and DE 10 2015 112 847 Al, in which the oscillation torque or the amplitude of the oscillation movement is substantially continuously variable. WO 2013/013819 Al discloses an oscillation arrangement, in which, by changing the direction of rotation, a switching between operating states with different oscillation amplitudes is achievable by displacing mass parts in unbalanced mass arrangements eccentric to the rotational axis of a compactor roller. By arranging this type of unbalanced mass arrangement centrally to the rotational axis of a compactor roller, this could be used as a vibration arrangement.
A soil compactor roller, used to carry out the method according to the invention, has at least one compactor roller with this assigned motion generation arrangement arranged generally therein, for example, a motion generation arrangement as is known from the previously listed prior art. The motion generation arrangement may be designed as a vibration arrangement or as an oscillation arrangement. A combination of a vibration arrangement and an oscillation arrangement in one and the same compactor roller may also be provided. Furthermore, a soil compactor, used to carry out the method according to the invention, may have two compactor rollers, which have the same motion generation arrangements, thus a vibration arrangement or an oscillation arrangement respectively, or have different motion generation arrangements, so that a vibration arrangement is provided in one of the compactor rollers and an oscillation arrangement is provided in the other compactor roller.
It is the object of the present [invention] to provide a method for compacting asphalt material by means of at least one soil compactor having at least one compactor roller with a motion generation arrangement assigned to the same, with which a compaction state of the asphalt material to be compacted may be achieved which is substantially unimpaired by external influences.
According to the invention, this problem is solved by a method for compacting asphalt material by means of at least one soil compactor having at least one compactor roller with a motion generation arrangement assigned to the same, comprising the measures:
a) detection of an asphalt temperature of the asphalt material to be compacted,
b) static compaction of the asphalt material with a deactivated motion generation arrangement of the at least one compactor roller, if the asphalt temperature lies above an upper threshold temperature,
c) static compaction of the asphalt material with a deactivated motion generation arrangement of the at least one compactor roller, if the asphalt temperature lies below a lower threshold temperature,
wherein the upper threshold temperature and/or the lower threshold temperature are set depending on at least one surroundings parameter influencing the cooling behavior of the asphalt material to be compacted.
In the method according to the invention, it may be guaranteed by suitable adjustment of the upper threshold temperature or the lower threshold temperature, depending on the circumstances which influence the cooling behavior of the asphalt material, that sufficient time is available for the compacting measures to be carried out in the course of the method. In particular, it is ensured by adjusting the upper threshold temperature or the lower threshold temperature that a compaction with an activated motion generation arrangement is prevented in a state of the asphalt material, in which this is not suitable or logical. Further, by adjusting the upper threshold temperature or the lower threshold temperature depending on surroundings conditions, the temperature window, defined between these threshold temperatures, which takes into account the fact that the asphalt material gradually cools down, corresponds to a time window that provides sufficient time in order to be able to compact the asphalt material using an activated motion generation arrangement, for example, according to a compaction plan provided for this, between these threshold temperatures. A state may thus be avoided, in which this time window is too short, and thus the provided compaction plan may not be processed or there is a risk that an operator of a compactor makes mistakes in the operation of the soil compactor, due to the resulting time pressure.
An increased precision in the consideration of surroundings conditions during compaction of asphalt material may be achieved in that the upper threshold temperature and/or the lower threshold temperature is/are set depending on at least two surroundings parameters influencing the cooling behavior of the asphalt material to be compacted.
If the upper threshold temperature and/or the lower threshold temperature is/are set depending on a surroundings temperature as the surroundings parameter influencing the cooling behavior of the asphalt material to be compacted, then a factor substantially influencing the gradual cooling down of the asphalt material may be taken into consideration.
In order to maintain the time window to be as large as possible for processing the asphalt material with an active motion generation arrangement, while taking the surroundings temperature into consideration, it is proposed that the upper threshold temperature is increased at a decreasing surroundings temperature, and/or that the lower threshold temperature is decreased at a decreasing surroundings temperature.
Another parameter substantially influencing the cooling behavior of asphalt material is wind speed. Therefore, according to the invention, the upper threshold temperature and/or the lower threshold temperature may be set depending on a wind speed as the surroundings parameter influencing the cooling behavior of the asphalt material to be compacted.
In order to also maintain the available time window to be as large as possible for carrying out a compaction process with an active motion generation arrangement, while taking the wind speed into consideration, it may be provided that the upper threshold temperature is increased at an increasing wind speed, and/or that the lower threshold temperature is decreased at an increasing wind speed.
The asphalt material to be compacted may be compacted using an activated motion generation arrangement of at least one compactor roller at an asphalt temperature lying in an intermediate temperature range delimited by the upper threshold temperature and the lower threshold temperature. Therefore, this may also primarily be carried out, since, at an asphalt temperature above the upper threshold temperature, the asphalt material is statically compacted according to the method according to the invention and therefore, this is already compacted to an extent that, upon reaching or dropping below the upper threshold temperature, and thereby at an always still comparatively warm asphalt material, the activation of a motion generation arrangement does not disadvantageously influence the structure of the asphalt material, but instead may actually cause further compaction.
In order to be able to use the state, in which the asphalt material has a sufficient, yet not too high flowability, to optimally introduce energy, it is proposed that, in an upper temperature range of the intermediate temperature range adjacent to the upper threshold temperature, the motion generation arrangement of at least one compactor roller is operated in a motion excitation operating state with a larger energy input, and that, in a lower temperature range of the intermediate temperature range adjacent to the lower threshold temperature, the motion generation arrangement of at least one compactor roller is operated in a motion excitation operating state with a smaller energy input.
For example, it may be provided that the motion generation arrangement is drivable in a plurality of discrete motion excitation operating states with different energy inputs, and that the motion generation arrangement is operated in a motion excitation operating state with a larger energy input at an asphalt temperature lying above at least one intermediate threshold temperature lying in the intermediate temperature range, and is operated in a motion excitation operating state with a smaller energy input at an asphalt temperature lying below the at least one intermediate threshold temperature.
This may be achieved in a structurally easy to realize embodiment of a soil compactor used to carry out a method according to the invention, in that the motion generation arrangement is operable in two, that is exactly or only two motion excitation operating states with different energy inputs, and that the motion generation arrangement is operated in the motion excitation operating state with a higher energy input at an asphalt temperature lying above the intermediate threshold temperature, and is operated in the motion excitation operating state with a lower energy input at an asphalt temperature lying below the intermediate threshold temperature.
In order to be able to see the cooling behavior of the asphalt material to be compacted or the circumstances influencing the same, also when switching between different motion excitation operating states, it may further be provided that at least one intermediate threshold temperature is set depending on at least one surroundings parameter influencing the cooling behavior of the asphalt material to be compacted.
For example, the intermediate threshold temperature may be set depending on the surroundings temperature as the surroundings parameter influencing the cooling behavior of the asphalt material to be compacted, wherein this may proceed such that the intermediate threshold temperature is decreased at a decreasing surroundings temperature.
Alternatively or additionally, the intermediate threshold temperature may also be set depending on the wind speed as the surroundings parameter influencing the cooling behavior of the asphalt material to be compacted. For example, the intermediate threshold temperature may be decreased at increasing wind speed.
In one alternative embodiment type of a soil compactor or a compactor roller, the motion generation arrangement assigned to the same may be operable with an energy input that is continuously variable between a minimum energy input and a maximum energy input. This enables a finely metered adjustment of the energy input to the changing degree of compaction or to the changing temperature of the asphalt material. For example, this continuous change of the energy input may be achieved in that two mass parts of an unbalanced mass arrangement are continuously displaced with respect to one another by an assigned actuator in order to thus correspondingly continuously change the position of the center of mass or the mass acting in the center of mass of this type of unbalanced mass arrangement.
In order to be able to introduce the energy necessary to achieve the desired degree of compaction of the asphalt material in this type of embodiment during the cooling down of the asphalt material, it is proposed that, for an asphalt temperature lying at or in the range of the upper threshold temperature, the motion generation arrangement is operated with maximum energy input, and/or that for an asphalt temperature lying at or in the range of the lower threshold temperature, the motion generation arrangement is operated with minimum energy input. The energy input may be changed between these two states, thus the state with the maximum energy input and the state with the minimum energy input, for example, linearly.
In this context, reference is made to the fact that, in the meaning of the present invention, a motion generation arrangement is then in a motion excitation operating state with maximum energy input, for example, when a maximum motion amplitude is generated at the assigned compactor roller, and/or the force or acceleration or the amplitude thereof acting on the compactor roller is maximal. Equally, in the meaning of the present invention, a motion generation arrangement is, for example, in a motion excitation operating state with minimum energy input, when the induced motion amplitude or the force or acceleration or amplitude thereof acting on the compactor roller is zero, or a minimal value other than zero when the motion generation arrangement is operated with a non-zero minimum value of the energy input. In this respect, a motion excitation operating state with a minimum energy input of zero may correspond to a deactivated state of a motion generation arrangement.
The at least one motion generation arrangement, assigned to a compactor roller, may be a vibration arrangement. Furthermore, the at least one motion generation arrangement, assigned to a compactor roller, may be an oscillation arrangement.
If the motion generation arrangement [is] a vibration arrangement, it is particularly advantageous to induce the change of the energy input primarily or exclusively by changing the amplitude of the vibration to be generated or the deflection movement of a compactor roller, while the vibration frequency, for example, may be maintained substantially constant, or it may be changed to adjust to the movement speed of a soil compactor across the asphalt material to be compacted.
Furthermore, at least one soil compactor used to carry out the method according to the invention may have two compactor rollers, wherein a vibration arrangement is assigned to each compactor roller. It may also be provided that, at least one soil compactor used to carry out the method according to the invention may have two compactor rollers, wherein a vibration arrangement is assigned to one of the compactor rollers and an oscillation arrangement is assigned to the other compactor roller.
The present invention is subsequently described in detail with reference to the appended figures. As shown in:
Figure 1 a soil compactor with two compactor rollers usable for carrying out a method for compacting asphalt material;
Figure 2 a depiction to illustrate the transition between different operating states of a motion generation arrangement provided in assignment to a compactor roller depending on the surroundings temperature;
Figure 3 in one part a) the transition between different operating states for a soil compactor with two vibratory rollers, and in one part b) the transition between different operating states in a soil compactor with one vibratory roller and one oscillation roller;
Figure 4 a depiction corresponding to figure 2 to illustrate the transition between different operating states, depending on wind speed.
In figure 1, a soil compactor, usable to compact asphalt material A, is generally designated with 10. Soil compactor 10 in the depicted embodiment is designed with a central compactor frame 12, on which an operator's station 13 is provided for an operator operating soil compactor 10. A compactor roller 14, 16 is respectively mounted to be rotatable about a respective roller axis of rotation on a front end area and on a rear end area of central compactor frame 12, wherein each of the two compactor rollers 14, 16 is pivotable with respect to central compactor frame 12 about a, for example, substantially vertical steering axle for steering soil compactor 10.
Soil compactor 10 advantageously has a motion generation arrangement assigned to each of two compactor rollers 14, 16. This type of motion generation arrangement may be designed as a vibration arrangement in order to generate a force or acceleration acting on respective compactor roller 14 or 16 substantially orthogonal to its respective roller axis of rotation. This type of vibration arrangement generally comprises an unbalanced mass arrangement, arranged in the interior of respective compactor roller 14 or 16 and rotatable about an unbalanced rotational axis, with a center of mass eccentric to the unbalanced rotational axis, which may advantageously correspond to the respective roller axis of rotation. Due to this type of vibration arrangement and the force or acceleration acting orthogonal to the roller axis of rotation, a periodic impacting load is exerted on asphalt material A to be compacted.
In one alternative embodiment, this type of motion generation arrangement may be designed as an oscillation arrangement, by means of which which a periodically accelerating, back and forth oscillation torque is generated [in] respective roller 14 or 16 about its roller axis of rotation. Due to this type of periodic oscillation movement superimposed on the rotation of a respective compactor roller 14, 16 during movement of soil compactor 10 across asphalt material A to be compacted, a walking or kneading effect is generated, leading to an increase in the degree of compaction of asphalt material A. This type of oscillation arrangement may comprise, for example, two unbalanced mass arrangements with a center of mass, eccentric to the respective unbalanced rotational axis and rotatable about respective unbalanced rotational axes, wherein the two unbalanced rotational axes are eccentric to the roller axis of rotation, for example, lying diametrically opposite one another with respect to the roller axis of rotation and parallel to the same.
Soil compactor 10 may comprise, for example, a vibration arrangement assigned to each of two compactor rollers 14, 16. In one alternative embodiment, soil compactor may comprise, for example a vibration arrangement assigned to one of two compactor rollers 14, 16 and may comprise an oscillation arrangement assigned to the other of two compactor rollers 14, 16.
In particular, if this type of motion generation arrangement is designed as a vibration arrangement, then this may be operated in different motion excitation operating states. It is assumed for the subsequent description that this type of vibration arrangement may be operated in two motion excitation operating states with different energy inputs, which is advantageously achieved in that, at a rotational speed of a respective unbalanced mass arrangement assumed to be substantially constant, the mass, acting on or combined with the center of mass, is switchable in the same. This switching may be induced, for example, by changing the rotational direction of the unbalanced mass arrangement and a relative circumferential movement of two mass parts of the unbalanced mass arrangement caused by this. Depending on the motion excitation operating state, the vibratory roller in this type of vibration arrangement may be operated with a larger excitation amplitude g or with a smaller excitation amplitude k. If the motion generation arrangement assigned to a compactor roller 14 or 16 is deactivated, then compactor roller 14 or 16 functions in a static operating state s, and thus compacts asphalt material A, traveled over by the same, merely with the static load exerted on this asphalt material A.
During spreading of asphalt material A, for example, during road construction by means of one or more asphalt pavers 18, the temperature of asphalt material A decreases in the area lying behind asphalt paver 18 at increasing distance from asphalt paver 18. This means that areas of different distances from asphalt paver 18 have different temperatures. In figure 2, the decrease of the asphalt temperature at increasing distance from asphalt paver 18 is illustrated by a decreasing thickness of depicted asphalt material A.
In order to be able to achieve a desired or optimal compaction result during compaction of asphalt material A, spread by asphalt paver 18, while taking into account, for example, a predetermined compaction plan for a compaction process, one or more soil compactors 10 work in different operating states in different temperature ranges. Thus, for example, only static compacting is used in an area directly following asphalt paver 18, in which asphalt material A has a comparatively high temperature. This means that, in this area, one or more motion generation arrangements, provided in this type of soil compactor 10, are deactivated. If the asphalt temperature drops below an upper threshold temperature 0, in at least one of compactor rollers 14, 16, one motion generation arrangement assigned to the same may be activated, in order to compact already somewhat cooled down asphalt material A not only using the static load, but also by introducing energy generated by a motion generation arrangement assigned to one of respective compactor rollers 14, 16.
If the asphalt temperature drops below a lower threshold temperature U, this transitions back into a static operating state s, since further compaction of asphalt material A is no longer achievable at an asphalt temperature lying below lower threshold temperature U, even when operating a motion generation arrangement and the energy input induced thereby, but instead there is a risk that the structural integrity of the already compacted and cooled down asphalt material A is damaged.
In an intermediate temperature range Z, lying between upper threshold temperature and lower threshold temperature U, the motion generation arrangement assigned to at least one of compactor rollers 14 or 16 is operated in soil compactor 10 in order to achieve the desired compaction of asphalt material A in this intermediate temperature range Z through the additional introduction of energy. It may thereby be advantageous to work with a larger energy input at a higher asphalt temperature, whereas then, when the asphalt temperature has already decreased in intermediate temperature range Z, it may be worked, for example, with a lower energy input. In the previously described case, in which the motion generation arrangement is a vibration arrangement, which may be operated in two motion excitation operating states g, k, with a larger energy input, thus a larger amplitude, and a smaller energy input, thus a smaller amplitude, then the transition between these two motion excitation operating states may be carried out at an intermediate threshold temperature M. If the asphalt temperature drops below this intermediate threshold temperature M, then the motion excitation operating state is switched from motion excitation operating state g with the larger amplitude to motion operating state k with the smaller amplitude. If the asphalt temperature also drops below lower threshold temperature U, the motion generation arrangement is transitioned into static compaction operation, in this case, a vibration arrangement is thus deactivated.
The temperature of asphalt material A spread by asphalt paver 18 depends strongly on surroundings parameters influencing the cooling behavior of asphalt material A. One of the surroundings parameters substantially influencing this cooling behavior is surroundings temperature T. At a low surroundings temperature T, asphalt material A cools down faster than at a higher surroundings temperature T. Wind speed W also substantially influences the cooling behavior of asphalt material A. A higher wind speed W leads to a significantly stronger energy discharge, and thus to a faster cooling down of asphalt material A, than a lower wind speed W.
By taking the surroundings parameter influencing this type of cooling behavior of asphalt material A into account, the different threshold temperatures 0. M, U may be adjusted in order to guarantee that sufficient time is available, above all to carry out a compacting process with additional introduction of energy into asphalt material A, thus with an activated motion generation arrangement, for example, to be able to execute a compacting plan with, for example, a plurality of traverses. This adjustment or selection of different threshold temperatures 0, M, U, depending on surroundings parameters, is subsequently described in detail with reference to figures 2 to 4.
Figure 2 shows the consideration of surroundings temperature T as the parameter influencing the cooling behavior of asphalt material A to be compacted. Three different surroundings temperatures TH, TT und TMare depicted in figure 2. TH is a state of a comparatively high surroundings temperature T, for example, in the range from 30 to 400 C. State TM may correspond to an intermediate surroundings temperature T, for example, in the range from 10 to 200 C, while state TT may correspond to a comparatively low surroundings temperature in the range of less than 100 C.
It is quite clear in figure 2 that upper threshold temperature 0, dropping below which triggers a transition from a static compaction operation to a compaction operation with additional energy input, thus a motion excitation operating state, is increased at decreasing surroundings temperature T. This means that, at a low surroundings temperature T, working with a larger amplitude, for example, in motion excitation operating state g, is begun at a higher asphalt temperature, that at a higher surroundings temperature T. This leads to the fact that the temperature window, which is available for the compaction operation with additional energy input, is extended upward. Likewise, at a decreasing surroundings temperature T, lower threshold temperature U is displaced into lower temperatures. This means that, at a decreasing surroundings temperature T, the transition to a static compaction operation is delayed, which likewise leads to the fact that the temperature window available for the operating state with additional energy input is extended. Due to the extension of the temperature window lying between threshold temperatures 0 and U at decreasing surroundings temperature T, the faster cooling down of asphalt material A at decreasing surroundings temperature T is compensated, so that sufficient time is available, also at low surroundings temperatures, in order to suitably compact asphalt material A, for example, according to a predetermined compaction plan. The risk, that due to a time available for this work process being too short, which places an operator under time pressure, and thus stress-caused operating errors may occur, may thus be minimized or excluded.
It is further clear in figure 2 that intermediate threshold temperature M is also decreased at decreasing surroundings temperature T. This also means that, to carry out the compaction operation with a larger energy input or larger amplitude, a larger temperature window is available, thus compensating for a faster cooling down, and thus motion excitation operating state g, with a larger energy input, thus a larger amplitude, which is particularly important for a suitable compaction of asphalt material A, may be carried out in the predetermined measure.
Figure 3a) illustrates predetermined values for upper threshold temperature 0, intermediate threshold temperature M, and lower threshold temperature U for a soil compactor 10 with two compactor rollers 14, 16 designed as vibratory rollers for different surroundings temperatures or temperature ranges. In each case, column v respectively shows the operating state to be set for front compactor roller 14 and column h respectively shows the operating state to be set for rear compactor roller 16. Three layers, L1, L2, and L3, correspond to a three-layer structure, with support layer L1 to be arranged below, binder layer L2 to be arranged on support layer L1, and cover layer L3 to be arranged over binder layer L2 and providing the upper side.
It is clear in figure 3a) that, at an asphalt temperature lying above upper threshold temperature 0, both compactor rollers 14, 16 are operated statically, thus, the motion generation arrangements assigned to the same are deactivated, which is also the case when the asphalt temperature lies below lower threshold temperature U. At an asphalt temperature lying in intermediate temperature range Z, thus between upper threshold temperature 0 and lower threshold temperature U, two compactor rollers 14, 16 or the motion generation arrangements respectively assigned to the same are operated in motion excitation operating state g with a large energy input, in motion excitation operating state k with a small energy input, or statically, depending on whether the asphalt temperature is above or below intermediate threshold temperature M, and depending on which of three layers L1, L2, L3 is to be compacted. It is also clear in figure 3a) that different threshold temperatures 0, M, and U are selected for different surroundings temperatures T or ranges of surroundings temperature T, so that upper threshold temperature 0 increases at decreasing surroundings temperature T, while intermediate threshold temperature M and lower threshold temperature U decrease at decreasing surroundings temperature T.
Figure 3b) correspondingly illustrates the selection of different threshold temperatures 0, M, and U for a soil compactor 10, in which, for example, a vibration arrangement is assigned to front compactor roller 14, which is thus a vibratory roller, while an oscillation arrangement is assigned to rear compactor roller 16, which is thus an oscillation roller. The same temperature-dependent tendency of different threshold temperatures 0, M, and U is clear in figure 3b). Further, it is also clear that the vibration arrangement assigned to front compactor roller 14 may be operated in different motion excitation operating states g and k, depending on different layers L1, L2, or L3 to be compacted. The oscillation arrangement assigned to rear compactor roller 16 is operated in this example only in a motion excitation operating state o, and may thus be either activated or deactivated. A switching of the oscillation arrangement between motion excitation operating states with different energy inputs is not provided in this exemplary embodiment.
Figure 4 illustrates the consideration of wind or of wind speed W when setting different threshold temperatures 0, M, U. Four different wind states or wind speeds Wo, W1, W2 and W3 are depicted in figure 4. State Wo is thereby depicted as a wind free state, while states W1, W2 and W3 depict states with an increasing wind speed W. A high wind speed W means a faster cooling down of asphalt material A and thus influences its cooling behavior in a way similar to a low surroundings temperature T. Correspondingly, at an increasing wind speed W and thus an increasingly faster cooling down of asphalt material A, upper threshold temperature 0 is increased in order to transition earlier, that is, at higher temperatures, from static compaction operation into a compaction operation with additional energy input. In the example illustrated here of a soil compactor 10 with a compactor roller 14 or 16 with a vibration arrangement assigned to the same, for example, motion excitation operating state g with a larger energy input, thus a larger amplitude, may be entered into upon exceeding the upper threshold temperature.
intermediate threshold temperature M, at which a switching is carried out from motion excitation operating state g with a large energy input to a motion excitation operating state k with a small energy input, is displaced to lower temperatures at increasing wind speed, so that the temperature window, available for carrying out the compaction operation using motion excitation operating state g with a large energy input, is a correspondingly larger temperature window compensating for the faster cooling down. Likewise, lower threshold temperature U, dropping below which triggers the transition into static compaction operation s, is displaced to lower temperatures at an increasing wind speed W.
The consideration of different parameters, to be take into consideration in the cooling behavior or asphalt material A, previously described with respect to figures 2 to 4, may be combined in particularly advantageous ways. Thus, both surroundings temperature T and also wind speed W may be taken into consideration in setting threshold values 0, M, and U. For example, a base value for respective threshold temperature 0, M, or U may be respectively selected when taking surroundings temperature T into consideration on the basis of the tables illustrated in figure 3a) or 3b), which base value may be corrected by taking wind speed W into consideration, for example, it may be displaced or proportionally changed by a respectively predetermined temperature amount, depending on the wind speed. It is also possible to specify a base value, taking wind speed W into consideration, and adjusting this base value depending on the surroundings temperature, likewise the specification of correction values, which depend on wind speed W or surroundings temperature T and may then be used, for example, in addition to the specification of a respective threshold temperature.
The different values to be considered in the previously described method, thus the asphalt temperature, surroundings temperature T, and wind speed W, may be detected by suitable sensors, known in the prior art, and passed to a control unit in the form of respective detection signals. For example, the asphalt temperature may be detected by optical sensors, e.g., infrared sensors, while the surroundings temperature may be detected by a conventional temperature sensor, and the wind speed may be detected by a windmill with a rotational speed sensor assigned to the same. In the control unit, which may be designed with a microprocessor with a work program stored or executed therein, these variables may be processed in the previously described way, and automatically used to predetermine the suitable operating state for compactor rollers 14, 16 or the motion generation arrangements assigned to the same, depending on the temperature that asphalt material A currently has, which is to be respectively traveled over by soil compactor 10. The opportunity may thereby be provided for an operator to intervene in this automatic operation, in that the threshold temperatures, specified for the respectively prevailing surroundings conditions, may be additionally displaced, in a limited temperature range, by the operator in the direction of higher or lower temperatures.
Reference is further made to the fact that the previously described method may also be carried out when, for example, a vibration arrangement is operable in more than two different motion excitation operating states, so that multiple intermediate threshold temperatures may lie between the upper threshold temperature and the lower threshold temperature, which each depict a transition between motion excitation operating states with different energy inputs. This type of motion generation arrangement may also be designed so that no discrete, thus step-wise change of the energy input occurs during the transition between different motion excitation operating states, but instead a continuously variable adjustment is achieved of the energy introduced into a respective compactor roller and thus into the asphalt material. For example, this type of motion generation arrangement may be operated so that, upon dropping below the upper threshold temperature, it transitions from the previously carried out static compaction operation into a compaction operation with a maximum energy input, thus for example, a maximum excitation amplitude in a vibration arrangement or oscillation arrangement, and at a decreasing asphalt temperature, a linearly declining energy input is set, until a state of minimum energy input is reached upon dropping below the lower threshold temperature. This state of minimum energy input may, for example, correspond to a state of a deactivated motion generation arrangement, or may correspond to a state with a non-zero energy input.
Throughout this specification and the claims which follow, unless the context requires otherwise, the word "comprise", and variations such as "comprises" and "comprising", will be understood to imply the inclusion of a stated integer or step or group of integers or steps but not the exclusion of any other integer or step or group of integers or steps.
The reference in this specification to any prior publication (or information derived from it), or to any matter which is known, is not, and should not be taken as an acknowledgment or admission or any form of suggestion that that prior publication (or information derived from it) or known matter forms part of the common general knowledge in the field of endeavor to which this specification relates.
The reference numerals in the following claims do not in any way limit the scope of the respective claims.
Claims (19)
1. Method for compacting asphalt material (A) by means of at least one soil compactor (10) having at least one compactor roller (14, 16) with a motion generation arrangement assigned to the same, comprising the measures:
a) detection of an asphalt temperature of the asphalt material (A) to be compacted,
b) static compaction of the asphalt material (A) with a deactivated motion generation arrangement of the at least one compactor roller, if the asphalt temperature lies above an upper threshold temperature (0),
c) static compaction of the asphalt material (A) with a deactivated motion generation arrangement of the at least one compactor roller, if the asphalt temperature lies below a lower threshold temperature (U),
wherein the upper threshold temperature (0) and/or the lower threshold temperature (U) is/are set depending on at least one surroundings parameter (T, W) influencing the cooling behavior of the asphalt material (A) to be compacted.
2. Method according to claim 1, characterized in that the upper threshold temperature (0) and/or the lower threshold temperature (U) is/are set depending on at least two surroundings parameters (T, W) influencing the cooling behavior of the asphalt material (A) to be compacted.
3. Method according to claim 1 or 2, characterized in that the upper threshold temperature (0) and/or the lower threshold temperature (U) is/are set depending on a surroundings temperature (T) as the surroundings parameter (T, W) influencing the cooling behavior of the asphalt material (A) to be compacted.
4. Method according to claim 3, characterized in that the upper threshold temperature (0) is increased at a decreasing surroundings temperature (T), and/or that the lower threshold temperature (U) is decreased at decreasing surroundings temperature (T).
5. Method according to one of the preceding claims, characterized in that the upper threshold temperature (0) and/or the lower threshold temperature (U) is/are set depending on a wind speed (W) as the surroundings parameter (T, W) influencing the cooling behavior of the asphalt material (A) to be compacted.
6. Method according to claim 5, characterized in that the upper threshold temperature (0) is increased at an increasing wind speed (W), and/or that the lower threshold temperature (U) is decreased at an increasing wind speed (W).
7. Method according to one of the preceding claims, characterized in that the asphalt material (A) to be compacted is compacted using an activated motion generation arrangement of at least one compactor roller (14, 16) at an asphalt temperature lying in an intermediate temperature range (Z), delimited by the upper threshold temperature (0) and the lower threshold temperature (U).
8. Method according to claim 7, characterized in that, in an upper temperature range of the intermediate temperature range (Z) adjacent to the upper threshold temperature (0), the motion generation arrangement of at least one compactor roller (14, 16) is operated in a motion excitation operating state (g) with a larger energy input, and that, in a lower temperature range (Z) of the intermediate temperature range adjacent to the lower threshold temperature (U), the motion generation arrangement of at least one compactor roller (14, 16) is operated in a motion excitation operating state (k) with a lower energy input.
9. Method according to claim 8, characterized in that the motion generation arrangement is drivable in a plurality of discrete motion excitation operating states (g, k) with different energy inputs, and that the motion generation arrangement is operated in a motion excitation operating state (g) with a larger energy input at an asphalt temperature lying above at least one intermediate threshold temperature (M) lying in the intermediate temperature range (Z), and is operated in a motion excitation operating state (k) with a lower energy input at an asphalt temperature lying below the at least one intermediate threshold temperature (M).
10. Method according to claim 9, characterized in that the motion generation arrangement is drivable in two motion excitation operating states (g, k) with different energy inputs, and that the motion generation arrangement is operated in a motion excitation operating state (g) with a higher energy input at an asphalt temperature lying above the intermediate threshold temperature (M), and is operated in a motion excitation operating state (k) with a lower energy input at an asphalt temperature lying below the intermediate threshold temperature (M).
11. Method according to claim 8 or 9, characterized in that at least one intermediate threshold temperature (M) is set depending on at least one surroundings parameter (T, W) influencing the cooling behavior of the asphalt material (A) to be compacted.
12. Method according to claim 11, characterized in that the intermediate threshold temperature (M) is set depending on the surroundings temperature (T) as the surroundings parameter (T, W) influencing the cooling behavior of the asphalt material (A) to be compacted.
13. Method according to claim 12, characterized in that the intermediate threshold temperature (M) is decreased at a decreasing surroundings temperature (T).
14. Method according to one of claims 11-13, characterized in that the intermediate threshold temperature (M) is set depending on the wind speed (W) as the surroundings parameter (T, W) influencing the cooling behavior of the asphalt material (A) to be compacted.
15. Method according to claim 14, characterized in that the intermediate threshold temperature (M) is decreased at an increasing wind speed (W).
16. Method according to claim 7 or 8, characterized in that the motion generation arrangement is operable with an energy input continuously variable between a minimum energy input and a maximum energy input.
17. Method according to claim 16, characterized in that, for an asphalt temperature lying at or in the range of the upper threshold temperature (0), the motion generation arrangement is operated with a maximum energy input, and/or that for an asphalt temperature lying at or in the range of the lower threshold temperature (U), the motion generation arrangement is operated with a minimum energy input.
18. Method according to one of the preceding claims, characterized in that the motion generation arrangement assigned to at least one compactor roller (14, 16) is a vibration arrangement, and/or that the motion generation arrangement assigned to at least one compactor roller (14, 16) is an oscillation arrangement.
19. Method according to claim 18, characterized in that at least one soil compactor (10) has two compactor rollers (14, 16), wherein a vibration arrangement is assigned to each compactor roller (14, 16), and/or that at least one soil compactor (10) has two compactor rollers (14, 16), wherein a vibration arrangement is assigned to one of the compactor rollers (14, 16) and an oscillation arrangement is assigned to the other compactor roller (14, 16).
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| Application Number | Priority Date | Filing Date | Title |
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| DE102020128842.5A DE102020128842A1 (en) | 2020-11-03 | 2020-11-03 | Process for compacting asphalt material |
| DE102020128842.5 | 2020-11-03 |
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| AU2021261837A1 true AU2021261837A1 (en) | 2022-05-19 |
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| JP (1) | JP7238073B2 (en) |
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| CN110593064B (en) * | 2019-09-19 | 2021-07-30 | 长沙理工大学 | Detection device for compaction and shearing characteristics of asphalt mixture in construction compaction process |
| US11685412B2 (en) * | 2020-03-05 | 2023-06-27 | Caterpillar Paving Products Inc. | Override of autonomous functions of a machine |
| DE102022106657A1 (en) | 2022-03-22 | 2023-09-28 | Hamm Ag | Method for operating a soil compactor and soil compactor |
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| JP2005097958A (en) * | 2003-09-25 | 2005-04-14 | Kajima Road Co Ltd | Paved surface temperature measuring device |
| DE102007019419A1 (en) * | 2007-04-23 | 2008-10-30 | Hamm Ag | Method for determining a degree of compaction of asphalts and system for determining a degree of compaction |
| CN201801803U (en) | 2010-08-29 | 2011-04-20 | 徐工集团工程机械股份有限公司科技分公司 | No-impact vibration exciter |
| DE202011103675U1 (en) | 2011-07-26 | 2012-11-08 | Doppstadt Familienholding Gmbh | comminution device |
| US8838347B2 (en) * | 2011-10-21 | 2014-09-16 | Caterpillar Paving Products Inc. | Automatic ground contact pressure system for pneumatic compactor |
| PL2789741T5 (en) * | 2013-04-12 | 2019-05-31 | Voegele Ag J | Road finisher with a thermal imaging device |
| EP2990531A1 (en) * | 2014-08-27 | 2016-03-02 | Joseph Vögele AG | System for road finisher with a temperature measuring device, method for determining a cooling behaviour und computer-readable storage medium |
| US9476168B2 (en) * | 2014-08-29 | 2016-10-25 | Caterpillar Paving Products Inc. | Asphalt paver temperature alert system for asphalt compactor operator |
| US9550522B2 (en) * | 2015-02-19 | 2017-01-24 | Caterpillar Paving Products Inc. | Compactor turning speed limiter |
| US9587361B2 (en) * | 2015-04-08 | 2017-03-07 | Caterpillar Paving Products Inc. | Temperature dependent auto adaptive compaction |
| EP3124698B1 (en) * | 2015-07-28 | 2017-07-26 | Joseph Vögele AG | Road finisher with roller indication display device |
| DE102015112847A1 (en) | 2015-08-05 | 2017-02-09 | Hamm Ag | compactor |
| DE102015120874A1 (en) * | 2015-12-02 | 2017-06-08 | Hamm Ag | Method for determining the compaction state of a subsoil |
| DE102015122161A1 (en) * | 2015-12-18 | 2017-06-22 | Hamm Ag | Soil compactors and method for compacting underground |
| CN105711348A (en) * | 2016-04-26 | 2016-06-29 | 天津市裕昇建筑工程有限公司 | Intelligent control system of tire road roller |
| DE102016109888A1 (en) | 2016-05-30 | 2017-11-30 | Hamm Ag | Soil compactor and method for operating a soil compactor |
| WO2018023633A1 (en) | 2016-08-04 | 2018-02-08 | 汤隆初 | Method for automatic watering via soil moisture detection, and automatic watering device |
| DE102017122370A1 (en) | 2017-09-27 | 2019-03-28 | Hamm Ag | oscillation module |
| DE102017122371A1 (en) | 2017-09-27 | 2019-03-28 | Hamm Ag | compressor roll |
| DE102018132379A1 (en) | 2018-12-17 | 2020-06-18 | Hamm Ag | Tillage roller |
| CN109763395B (en) * | 2019-01-15 | 2021-02-26 | 包头市公路工程股份有限公司 | Construction method for compacting asphalt concrete pavement by double-steel-wheel and rubber-wheel road roller group |
| CN110878510A (en) * | 2019-11-27 | 2020-03-13 | 徐州宇立建设工程有限公司 | Road surface patching device for highway engineering |
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| US20220136184A1 (en) | 2022-05-05 |
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