EP2325392B1 - Method for laying a road paving and paving screed - Google Patents
Method for laying a road paving and paving screed Download PDFInfo
- Publication number
- EP2325392B1 EP2325392B1 EP10002895.0A EP10002895A EP2325392B1 EP 2325392 B1 EP2325392 B1 EP 2325392B1 EP 10002895 A EP10002895 A EP 10002895A EP 2325392 B1 EP2325392 B1 EP 2325392B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- eccentric shaft
- screed
- paving
- eccentric
- stroke
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 238000000034 method Methods 0.000 title description 8
- 238000005056 compaction Methods 0.000 claims description 25
- 239000000463 material Substances 0.000 claims description 21
- 238000006073 displacement reaction Methods 0.000 claims description 3
- 230000008878 coupling Effects 0.000 claims description 2
- 238000010168 coupling process Methods 0.000 claims description 2
- 238000005859 coupling reaction Methods 0.000 claims description 2
- 208000006011 Stroke Diseases 0.000 description 68
- 238000009434 installation Methods 0.000 description 26
- 238000007906 compression Methods 0.000 description 18
- 230000006835 compression Effects 0.000 description 17
- 238000010586 diagram Methods 0.000 description 4
- 238000007667 floating Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000001419 dependent effect Effects 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000004323 axial length Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009499 grossing Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000275 quality assurance Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
Images
Classifications
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- 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
- E01C19/004—Devices for guiding or controlling the machines along a predetermined path
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- 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
- E01C19/30—Tamping or vibrating apparatus other than rollers ; Devices for ramming individual paving elements
- E01C19/34—Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight
- E01C19/40—Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight adapted to impart a smooth finish to the paving, e.g. tamping or vibrating finishers
- E01C19/407—Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight adapted to impart a smooth finish to the paving, e.g. tamping or vibrating finishers with elements or parts partly or fully immersed in or penetrating into the material to act thereon, e.g. immersed vibrators or vibrating parts, kneading tampers, spaders
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B06—GENERATING OR TRANSMITTING MECHANICAL VIBRATIONS IN GENERAL
- B06B—METHODS OR APPARATUS FOR GENERATING OR TRANSMITTING MECHANICAL VIBRATIONS OF INFRASONIC, SONIC, OR ULTRASONIC FREQUENCY, e.g. FOR PERFORMING MECHANICAL WORK IN GENERAL
- B06B1/00—Methods or apparatus for generating mechanical vibrations of infrasonic, sonic, or ultrasonic frequency
- B06B1/10—Methods or apparatus for generating mechanical vibrations of infrasonic, sonic, or ultrasonic frequency making use of mechanical energy
- B06B1/16—Methods or apparatus for generating mechanical vibrations of infrasonic, sonic, or ultrasonic frequency making use of mechanical energy operating with systems involving rotary unbalanced masses
- B06B1/161—Adjustable systems, i.e. where amplitude or direction of frequency of vibration can be varied
- B06B1/162—Making use of masses with adjustable amount of eccentricity
- B06B1/164—Making use of masses with adjustable amount of eccentricity the amount of eccentricity being automatically variable as a function of the running condition, e.g. speed, direction
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- 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
- E01C19/002—Apparatus for preparing and placing the materials and for consolidating or finishing the paving
-
- 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
- E01C19/30—Tamping or vibrating apparatus other than rollers ; Devices for ramming individual paving elements
- E01C19/34—Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight
-
- 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
- E01C19/42—Machines for imparting a smooth finish to freshly-laid paving courses other than by rolling, tamping or vibrating
-
- 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
- E01C19/48—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 laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
- E01C19/4833—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 laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ with tamping or vibrating means for consolidating or finishing, e.g. immersed vibrators, with or without non-vibratory or non-percussive pressing or smoothing means
-
- 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
- E01C19/48—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 laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
- E01C19/4833—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 laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ with tamping or vibrating means for consolidating or finishing, e.g. immersed vibrators, with or without non-vibratory or non-percussive pressing or smoothing means
- E01C19/4853—Apparatus designed for railless operation, e.g. crawler-mounted, provided with portable trackway arrangements
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- 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
- E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
- E01C23/06—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
-
- 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
- E01C2301/00—Machine characteristics, parts or accessories not otherwise provided for
- E01C2301/14—Extendable screeds
Definitions
- the invention relates to a screed according to the preamble of claim 1 and a road finisher according to the preamble of claim 9.
- a generic screed and a generic paver are known from WO 00/70150 A1 .
- a tamper driven by an eccentric shaft that can be driven in rotation is provided, the tamper bar of which is driven by a connecting rod driven by the eccentric shaft with essentially vertical work cycles.
- the paver control system receives measured temperature values of the pavement behind the screed.
- a controller changes at least the frequency of the work cycles of the tamper bar of the tamper as a function of the measured temperature values.
- the floating screed When paving a pavement made of bituminous or concrete paving material with a road paver, the floating screed has to compact the paving material as evenly as possible over the entire paving width and to create a closed, even structure.
- the compaction unit e.g. a so-called tamper or a tamper and an unbalance vibrator, should generate the highest possible, constant and continuous pre-compaction over the pavement thickness, so that different or varying pavement thicknesses have no significant influence on the final compaction.
- the stroke and the frequency of the tamper influence the pre-compaction and the floating behavior of the screed. The larger the stroke, the higher the pre-compression and the deeper the pre-compression. The frequency can be individually adjusted.
- EP 0 493 664 A discloses, for example, adjusting the tamper frequency as a function of the paving speed. It is also useful to adapt the tamper stroke to the thickness of the pavement so that the screed paves with the smallest possible positive angle of attack. If the stroke is too large for the pavement thickness, the screed can have a negative angle of incidence, which can lead to an open, cracked surface structure or uncontrollable leveling behavior of the screed, resulting in unevenness.
- the pavement thickness is specified, for example, by setting the height of the traction points of the screed on the road paver.
- the frequency and the paving speed must also be adapted to one another. So far, the coordination has been chosen individually so that the screed paves with the smallest possible positive angle of attack.
- the paving speed determines the effect of the compaction unit on the surface.
- the paving speed is to be selected so that the most constant possible material supply is guaranteed by the transport vehicles. Since the paving speed has a great influence on the pre-compaction, it should be ensured that the paving screed paves with a small positive angle of attack in order to ensure good evenness, ie the paving speed must enable good pre-compaction.
- the hub is currently in manually adjusted several stages, whereby the paving operation must be interrupted in each case. However, each stroke stage is only a compromise, as it only fits one pad thickness.
- the eccentric shaft is driven by a hydraulic motor, the speed of which is continuously variable, for example. If a certain lining thickness is determined before installation, the stroke is set to this lining thickness. If the lining thickness is changed, the installation must be interrupted and the stroke adjusted to the new lining thickness. The setting is time-consuming and laborious and requires great care.
- a tamper bar is firmly connected to the screed plate of the screed.
- the screed plate is fastened in a sub-frame which is suspended from a main frame in vibration dampers.
- An eccentric drive attached to the main frame drives a connecting rod articulated on the subframe, which swivels the subframe around a pivot axis with an elliptical movement stroke in order to simultaneously act as a compacting, smoothing and vibrating device on the paving material.
- the stroke of the connecting rod is hydraulically adjustable, the axis of a roller bearing arranged in the connecting rod eye being inclined relative to the axis of the drive shaft in a ball joint arranged on a drive shaft.
- a tamper bar that can be driven relative to the screed plate is connected via brackets with two-armed pivot levers which are pivoted about a stationary axis by an eccentric drive.
- the eccentric drive has an eccentric pin on a driven shaft which engages in a longitudinal slot in the pivot lever.
- the eccentric drive can be moved manually in the stationary longitudinal guides of the plank base body by means of a crank-spindle drive, which changes the stroke of the tamper bar. A change in the stroke requires an interruption in the paving run of the paver finisher.
- the crank of the spindle drive can be replaced by a motor.
- U.S. 3,545,349 A discloses a screed with a tamper for pre-compacting paving material, the tamper stroke of which is adjustable by means of an eccentric drive.
- the invention is based on the object of specifying a screed and a road paver which enable a paved surface to be of a consistently high quality, e.g. the installation of a pavement with a uniform thickness in the direction of travel and uniform compaction both in and across the direction of travel.
- the stroke of the compression unit is automatically adjusted by the control system as a function of at least one paving parameter such as at least the paving speed and / or the thickness of the pavement, the stroke and the respective paving parameters are in an optimal relationship to one another, from which not only a largely constant pre-compression independent of variations the paving parameters result, but an optimally small positive angle of incidence of the screed is maintained, which ensures a closed and even surface of the pavement and a consistently high quality of the paving.
- the automatic, preferably computerized, control system operatively connected to the adjustment gear is provided, either on the screed or in the paver finisher, in the paving parameters as at least the paving speed and / or the covering thickness can be entered or which are present there, and at which, for example, a degree of pre-compression to be generated by the compression unit can be set.
- the control system then automatically adapts the hub to changes in at least one installation parameter that are emerging while the installation is in progress.
- the adjusting gear which can be actuated while the paving is in progress, allows the stroke to be adjusted so that the stroke, for example, before or when the paving speed and / or the pavement thickness changes, as they occur during paving either due to external influences or are carried out on purpose largely optimally matches the paving speed and / or the thickness of the pavement, resulting in an optimal and constant pre-compaction and high quality of the pavement.
- the hub adjusts during installation the paving operation does not need to be interrupted to adjust the stroke, and the workload for the staff is relieved.
- the paver operator or an operator The adjustment can alternatively be made on the screed as required. However, it is particularly expedient for the adjustment to take place automatically as a function of the paving parameters such as the paving speed and / or the thickness of the pavement, so that the uniformly high final quality of the pavement is achieved without any significant influence on the part of the staff.
- the paver equipped with this screed makes it possible, thanks to the control system and the manipulated variables generated by it and implemented by actuators, to achieve a uniformly high quality of a paved pavement, with a pavement thickness that is uniform in the paving direction and a pavement thickness both in the paving direction and across in an automatic sequence for this purpose, uniform compression can be regulated without an operator having to solve complicated tasks or select parameters.
- the manipulated variables which are implemented at least by actuators to create the stroke and / or the frequency of the tamper, are generated automatically and in a process-oriented manner as a function of relevant process parameters or machine parameters or installation parameters.
- the compaction unit comprises at least one tamper, each with several connecting rods in each section of the screed, i.e. in the basic screed, in every extending screed and, if necessary, also in screed extension parts attached to the extending screed.
- the respective tamper can be combined with an unbalance vibrator, which acts on the screed plate of the screed with substantially vertically acting unbalance pulses.
- the vibration frequency can, for example, as is known, be adjustable in a certain range via a flow control valve and, according to the method, can also be automatically adjusted as a function of the at least one installation parameter.
- the screed also has a high compaction device (see the above-mentioned technical information "The right screed for every task", page 8) that works with high-frequency hydraulic pressure pulses, the frequency and pressure of which can be adjusted
- the high compaction device can also be adjusted depending on such paving parameters are carried out, so that, for example, with varying paving speed and / or extremely uneven pavement thickness, a consistently high final quality of the paved surface results.
- control system should have at least one characteristic curve that is dependent on installation parameters or a characteristic diagram for automatic adjustment of the stroke or the stroke and the frequency of the work cycles of the compression unit.
- the adjusting gear can be provided between an eccentric shaft that can be driven in rotation in the screed and an eccentric bushing that is rotatable on the eccentric shaft in a connecting rod that drives the tamper bar with essentially vertical working cycles.
- the stroke of the tamper bar can thus be adjusted by a relative rotary adjustment between the eccentric bushing and the eccentric shaft.
- half the stroke of a working cycle results from the sum of the eccentricity of an eccentric section of the eccentric shaft and a partial area up to the maximum of the eccentricity of the eccentric bushing.
- the adjusting gear is arranged between an eccentric shaft that can be driven in rotation in the screed and an eccentric bushing, which is non-rotatably arranged on the eccentric shaft but can be displaced transversely to the axis of the eccentric shaft and is rotatably mounted in a connecting rod driving the tamper bar, so that the stroke is caused by a transverse displacement of the eccentric bushing relative to the eccentric shaft is adjustable.
- the then effective extent of the eccentricity of the eccentric bushing depends on the extent of the transverse displacement of the eccentric bushing relative to the eccentric shaft.
- the eccentric bushing acts eccentrically, but can be designed as a circular cylinder.
- the adjusting gear is arranged between a bearing block supporting a rotationally drivable eccentric shaft and an adjusting lever that is articulated to a connecting rod driving the tamper bar and adjustable in the bearing block (toggle principle), with the adjusting lever and a push rod drivable by the eccentric shaft in a common joint axis with the connecting rod are coupled in such a way that an adjustment of the adjusting lever in the bearing block changes the effective stroke of the tamper bar generated via the push rod by the rotation of the eccentric shaft.
- the bearing block has a straight or curved guideway in which a swivel abutment of the adjusting lever engages, which can be displaced by means of the adjusting gear along the guideway and is fixed in selected setting positions, the direction of the guideway pointing at least approximately to the axis of the eccentric shaft.
- the adjustment of the swivel abutment of the adjusting lever results in a change in the stroke of the tamper bar tapped by the eccentric shaft.
- a hydraulically and / or electrically and / or mechanically actuated adjusting gear is provided in the screed, which, if necessary, even while paving is in progress, enables the stroke to be adjusted at any time without having to intervene manually.
- an axially adjustable driver is rotatably mounted in the eccentric shaft and engages in a thread-like guideway of the eccentric bushing rotatable on the eccentric shaft.
- the driver is adjusted, preferably electrically and / or hydraulically and / or mechanically, in the axial direction of the eccentric shaft, the eccentric bushing is rotated via the thread-like guideway and fixed again in the selected setting.
- an axially movable adjustment mechanism is arranged in the eccentric shaft in a rotationally fixed manner, which cyclically actuates a rotary indexing mechanism that interacts with the rotatably mounted eccentric bushing in order to rotate the eccentric bushing in steps relative to the eccentric shaft, and in the selected rotational position with the eccentric shaft couple.
- a tensioning mechanism can be provided between the eccentric shaft and the eccentric bushing which frictionally engages the eccentric bushing or frictionally or positively couples with the eccentric shaft and can be temporarily brought into a release position by an axial release mechanism supported in the screed, in which the coupling between the eccentric shaft and the eccentric bushing is canceled and these two components can be rotated relative to one another or are rotated automatically.
- At least one guide stone bearing the eccentric bushing and bearing the eccentric bushing is provided with an inclined guide surface, which is adjustable by means of at least one control rod axially displaceable in the eccentric shaft, transversely to the eccentric shaft.
- the guide block is displaced across the axis of the eccentric shaft via the inclined guide surface in order to adjust the eccentric bushing or to change its effective part of the eccentricity.
- the eccentric bush does not need to be eccentric here, but can be cylindrical.
- the inclined guide surface of the guide block suitably two diametrically opposed guide blocks, rests axially displaceably on an inclined ramp either in the eccentric bushing or on the control rod.
- the guide track is arranged in relation to the axis of the eccentric shaft and the joint axis on the connecting rod in such a way that a bottom dead center of the working cycle induced by the eccentric shaft of the tamper bar connected to the connecting rod is independent of the setting position of the swivel abutment of the Adjusting lever remains stationary along the guide track, preferably or for example stationary in relation to a screed plate mounted on a frame of the screed bearing the bearing block. This means that only the top dead center of the work cycle is adjusted in the vertical direction, and the position of the bottom dead center in relation to the screed plate does not change when the stroke is adjusted
- At least one sensor preferably several in and across the paving direction, is installed on the paver itself and / or the screed and / or the spars distributed sensors, provided for recording actual installation parameters, the sensors being linked to the control system or being linkable. Since at least relevant paving parameters, such as at least the angle of incidence of the screed, or changes thereof, can be detected via the sensors and transmitted to the control system, the operator is relieved and the quality of the paved surface is consistently high.
- the road paver and / or the screed have an input and display section on the control system or a machine control linked to the control system for additional or alternative setting of sizes, values or parameters, at least for the stroke and / or the frequency, but also the angle of incidence of the screed is provided, which can be used by the operator in order to enter additional information into the control system as required.
- At least one sensor preferably several in and across the paving direction, is installed on the paver itself and / or the screed and / or the spars distributed sensors, provided for recording actual installation parameters, the sensors being linked to the control system or being linkable. Since at least relevant paving parameters, such as at least the angle of incidence of the screed, or changes thereof, can be detected via the sensors and transmitted to the control system, the operator is relieved and the quality of the paved surface is consistently high.
- the road paver and / or the screed have an input and display section on the control system or a machine control linked to the control system for additional or alternative setting of sizes, values or parameters, at least for the stroke and / or the frequency, but also the angle of incidence of the screed is provided, which can be used by the operator in order to enter additional information into the control system as required.
- a paver 1 in Fig. 1 For paving a pavement 6 made of bituminous or concrete paving material 5 on a subsurface 7, a chassis 2 has a paving material bunker 4 and a control panel P of a control, for example with a control system 25, in a driver's cab.
- the control system 25 could also be arranged elsewhere in the paver 1 or in a screed 3 dragged by the paver, specifically in functional assignment to the control or the control panel P or an external control panel P 'arranged on the screed 3.
- the screed 3 is attached to drawbars 8, which are connected on both sides to articulation points 9 of the road paver 1.
- the articulation points 9 can be adjusted up and down by means of adjusting devices 10, such as leveling cylinders, for example in order to set the thickness S of the covering 6 installed.
- the screed 3 comprises, for example, a base screed 11 and extending screeds 12 that can be moved thereon, each with a compacting unit 13 comprising at least one tamper 14 or a tamper bar and a screed 18 acting on the paving material 5, preferably with the paving screed 3 having a small positive angle of incidence ⁇ works floating compared to a plane parallel to the substrate 7.
- the tamper bar 14 is cyclical in work cycles for precompaction drivable and performs strokes H with a frequency F. When paving is in progress, the road finisher 1 travels at a paving speed V on the ground 7.
- the paving screed 3 (in the basic screed 11 and each extending screed 12) additionally contains at least one unbalance vibrator (not shown) for applying vertical pulses to the screed plate 18, and, if necessary, at least one pressure bar of a high-compression device (not shown) at the rear in the direction of travel.
- the unbalance vibrator and the high compression device are optional options for a screed 3, while the tamper 14 can be part of the basic equipment.
- the paving speed V as well as the covering thickness S are paving parameters which, if necessary, can even change or be changed while paving is in progress.
- the tamper 14 has to produce a pre-compression in the paving material 5, which is loosely poured onto the subsurface 7, which is to be kept at least largely constant regardless of changing paving parameters.
- Other paving parameters that may be relevant for the pre-compaction can be the type and consistency of the paving material 5, its temperature, the ambient conditions, the construction of the screed 3, and the like.
- the pre-compression is kept essentially constant regardless of the installation parameters that change during ongoing installation, in that at least the stroke H of the work cycles of the tamper 14 is adjusted as a function of at least one installation parameter, possibly even automatically, expediently also the frequency F, namely Via the control system 25, which receives or knows at least one installation parameter as a control command variable and on which, preferably, a desired degree of pre-compression is set as the setpoint.
- the control system 25 can be operated with characteristic curves and / or a characteristic map. Each characteristic curve or the characteristic field is predetermined and stored.
- the control system 25 is expediently automatic and computerized.
- Fig. 2 shows a diagram of the stroke H (or the frequency F) over the covering thickness S (or the paving speed V).
- the solid characteristic curve H shows how the stroke H is continuously increased with increasing thickness of the covering S (or increasing paving speed V).
- the measure known from the prior art is indicated in dashed lines to change the stroke H in several stages, each with interrupted paving operations, the diagonally hatched fields X and Y making it clear that the stroke H or the pre-compression changed according to the stair profile over a considerable part of the changes in the thickness S or the paving speed V does not fit.
- the solid characteristic curve F illustrates the likewise possible change in the frequency with increasing pavement thickness S or paving speed V.
- the characteristic curves H, F can be stored in a characteristic map that the control system 25 processes while paving is in progress.
- the characteristic curve F, H or the map is predetermined in such a way that, with regard to the high and consistent final quality of the installed covering 6, there is always an optimal ratio between the covering thickness and / or the installation speed and at least the stroke H, expediently also the frequency F optimal is.
- the adjustment of the stroke H, and possibly also of the frequency F is expediently carried out either automatically and even while the paving is in progress, taking changes in at least one paving parameter such as the paving thickness S and / or the paving speed V, or controlled by the operator.
- Fig. 3 illustrates an inner area of the screed 3 with the tamper 14.
- the tamper bar 14 is shielded on the front side of the screed 3 by a cover 19 (feed spout) and is guided essentially vertically movable between the cover 19 and the front edge of the screed 18.
- a bearing block 16 is mounted, the relative height of which can be adjusted, for example, by means of an adjusting screw 20 such that the tamper bar 14 assumes a specific position relative to the screed plate 18 at the bottom dead center of each work cycle.
- an eccentric shaft 15 is rotatably mounted, each having an eccentric section 22 with a certain eccentricity.
- the eccentric section 22 is located in a connecting rod 21 which connects the eccentric shaft 15 to the tamper bar 14.
- an eccentric bushing 23 is rotatably coupled to the eccentric section 22 via an adjusting gear 24 which is supported on the frame 17 and rotatably mounted in the connecting rod 21.
- the eccentric bushing 23 can be rotated relative to the eccentric section 22 of the eccentric shaft 15 and coupled again in a rotationally fixed manner to the eccentric shaft 15 in the respectively set rotational position.
- the relative rotation of the eccentric bushing 23 with respect to the eccentric section 22 effects an adjustment of the stroke which the connecting rod 21 transmits to the tamper bar 14.
- the adjustment of the stroke can, preferably, be carried out automatically via the control system 25, which is in operative connection with the adjusting gear 24, specifically as a function of changes in certain installation parameters.
- the adjusting gear 24 could be controlled or actuated by the operator as required.
- variable speed drive 24 in Fig. 3 is schematic because the adjusting gear 24 naturally has to act indirectly as a stroke adjusting device on the eccentric bushing 23 via the eccentric shaft 15 due to the rotary movement of the eccentric shaft 15. This is explained in detail with reference to the further embodiment.
- the in Fig. 4 The adjusting gear 24 shown, the eccentric bushing 23 is rotatably seated on the eccentric section 22 of the eccentric shaft 15. This is, for example, hollow, in such a way that an internal control rod 27 leads to an adjusting drive 26 located outside the eccentric shaft 15.
- the control rod 27 is coupled to a driver 28 which is axially adjustable in a groove 29 in the eccentric shaft 15 and rotatably connected to it and which engages with an extension 30 protruding outward from the groove 29 in a thread-like guide track 31 of the eccentric bushing 23.
- the eccentric section 22 has a first eccentricity to the axis of rotation of the eccentric shaft 15, but is cylindrical on the outer circumference.
- the cylindrical outer circumference of the eccentric bushing 23 is eccentric with respect to the cylindrical inner circumference. Since the cylindrical outer circumference of the eccentric bushing 23 is rotatable in the connecting rod 21, and the tamper bar 14 is movable in a defined vertical plane, the extent of the resulting eccentricity from the first and second eccentricities depends on the relative rotational position between the eccentric bushing 23 and the eccentric section 22 is set.
- the effective extent of the eccentricity determines half the stroke H of a work cycle.
- the eccentric shaft 15 is for example on in Fig. 4 left end rotatably mounted in a bearing block not shown here and is from in Fig. 4 right-hand end driven by a hydraulic motor, not shown.
- the adjustment drive 26 can accordingly be in front of the left-hand end Fig. 4 be arranged in the screed or on the frame 17.
- Fig. 5 differs mainly from Fig. 4 that the adjusting gear 24 contains the axially displaceable driver 28 in the outwardly open groove 29 of the eccentric shaft 15 so that the adjusting drive 26 engages from the outside of the eccentric shaft 15 via the control rod 27.
- the extension 30 of the driver 28 engages in the thread-like guide track 31 of the eccentric bushing 22, which is relatively rotatable on the eccentric section 22 of the eccentric shaft 15 is seated, but remains non-rotatably coupled to the eccentric shaft 15 via the driver 28, the groove 29 and the extension 30 in every axial position of the driver 28.
- the adjusting gear 24 shown has a rotary indexing mechanism which is actuated cyclically by the adjusting drive 26 supported, for example, on the frame 17 of the screed, in order to rotate the eccentric bushing 23 relative to the eccentric section 22 of the eccentric shaft 15.
- the eccentric bushing 23 is rotatably mounted in the connecting rod 21 via at least one roller bearing 32.
- at least one axial groove 29 is provided, in which an adjusting mechanism 30 is arranged so as to be axially movable but non-rotatably coupled to the eccentric shaft 15.
- a sawtooth toothing 34 (circumferential toothing) is provided, as well as a sawtooth toothing 35 offset in the circumferential direction at the right-hand end of the adjustment mechanism 33.
- the eccentric bushing 23 has corresponding sawtooth toothing 37 and 36 at both ends.
- the axial length of the eccentric bushing 23 between their sawtooth teeth 36, 37 is slightly shorter than the clear width between the sawtooth teeth 35, 34.
- the adjusting mechanism 33 can be axially adjusted hydraulically by means of, for example, an annular piston 41 of the adjusting drive 26 (hydraulically actuated annular chamber 40).
- the left-hand end of the adjustment mechanism 33 is supported on a spring 39 of a stop 38 on the eccentric shaft 15.
- the adjusting mechanism 33 is derived from the in Fig. 6
- the position shown is adjusted to the left by the annular piston 41 until the teeth 34, 37 are released and the teeth 35, 36 mesh with one another.
- the eccentric bushing 23 is rotated by one tooth pitch.
- the pressure in the annular chamber 40 is then reduced, so that the spring 39 returns the adjusting mechanism 33 to the position shown in FIG Fig. 6 shifts the position shown, and, for example, rotates the eccentric bushing 23 by a further tooth pitch, which is then coupled to the eccentric section 22 in a rotationally fixed manner.
- the adjusting gear 24 has the annular piston 41 as adjusting drive 26.
- the adjustment drive 26 can be supported on the frame 17 of the screed.
- the annular piston 41 acts directly on one axial end of the eccentric bushing 23, which is axially supported by the spring 39 supported on the stop 38 on the eccentric shaft 15 via a stop ring 42 and a roller bearing 43 on a conical section 22 'of the eccentric section 22 of the eccentric shaft 15 is pressed and rotatably coupled to the eccentric shaft 15.
- the eccentric bushing 23 can be moved against the force of the spring 39 by the annular piston 41 from the in Fig.
- the eccentric bush 23 can e.g. with coaxial inner and outer cylindrical perimeters, i.e. circular cylindrical, designed and rotatably arranged on two opposite guide stones 44, which are displaceable in outwardly open grooves of the drilled eccentric shaft 15 transversely to the axis of the eccentric shaft 15 and are rotationally fixed with the eccentric shaft.
- Each guide stone 44 has an inclined guide surface 45 on the inside, which rests on an inclined guide ramp 47 of a control rod 46, which is axially displaceable in the eccentric shaft 15 by means of the adjustment drive 26 and can be fixed in the selected setting position.
- the adjustment drive 26 can be designed hydraulically, electrically or mechanically.
- the eccentric bushing 23 is cylindrical (favorable in terms of production technology), it acts eccentrically relative to the eccentric section 22.
- Fig. 9 that are functionally of the embodiment of Fig. 8 is similar, two diametrically opposite axial grooves 29 are formed in the eccentric section 22 of the eccentric shaft 15, in which the guide blocks 44 are coupled to the eccentric shaft 15 in an axially displaceable and rotationally fixed manner.
- a control rod 46 ′ which is coupled or can be coupled to the adjustment drive 26, acts on each guide block 44.
- the inclined guide surface 47 ' is formed on the outside of the guide block 44 and engages in an axial groove on the inner surface of the eccentric bushing 23.
- the inclined guide ramp 45 ' is formed in this axial groove, so that the eccentric bushing similar to FIG Fig. 8 is displaced transversely to the axis of the eccentric shaft and remains coupled to the eccentric shaft 15 in a rotationally fixed manner.
- the eccentric bushing 23 can be cylindrical.
- the adjusting gear 24 is incorporated into a toggle lever mechanism via which the rotary movement of the eccentric shaft 15 with its eccentric section 22 is transmitted to the connecting rod 21, to which the tamper bar 14 is attached, via a push rod 48 rotatably mounted on the eccentric section 22 and a hinge axis 49.
- One end of an adjusting lever 50 is articulated to the connecting rod 21, preferably on the same hinge axis 49, which is supported by a swivel abutment 51 (eg a pin) in a guide track 52 of the bearing block 16 ′ of the eccentric shaft 15.
- the bearing block 16 ' can be fixed on the frame 17 of the screed.
- the guide track 52 is, for example, a straight or arched, elongated slot in the bearing block 16 ′ and extends in a plane which cross-cuts the eccentric shaft 15.
- the adjusting drive 26 is effective between the bearing block 16 ′ and the swivel abutment 51 in order to adjust the swivel abutment 51 within the guide track 52.
- the guide track 52 is expediently designed and arranged in relation to the axis of the eccentric shaft 15 and the hinge axis 49 in such a way that, regardless of the adjustment position of the swivel abutment 51 in the guide track 52, the bottom dead center of the work cycles of the tamper bar 14 remains stationary in relation to the screed plate 18, that is, only the top dead center is shifted during the stroke adjustment.
- the rotation of the eccentric shaft 15 moves the push rod 48 back and forth essentially parallel to the top of the frame 17 via the eccentric section 22.
- This oscillating movement causes, via the common hinge axis 49, a swiveling movement of the adjusting lever 50 about the swivel abutment 51, following a segment of a circular arc.
- the adjusting lever 50 derives an essentially vertical stroke component for the connecting rod 21 from this. The extent of this stroke component is changed by adjusting the pivot abutment 51 in the guide track 52.
- the articulation points 9 of the drawbars 8 of the road finisher 1 of Fig. 1 are height-adjustable with the leveling cylinders 10, for example via actuators 10 '(hydraulic valves or the like.) and affect the angle of incidence ⁇ of the screed 3.
- the angle of incidence ⁇ should be positive but with an optimal size, ie not too flat and not too steep and is made by the Control system 25 kept in optimal size.
- lifting cylinders 28 are articulated on the chassis 2, which engage the drawbars 8 and serve to position the screed 3 excavated for transport, for example, or to relieve the screed or, if necessary, to increase the bearing pressure of the screed 3.
- the tamper 14 of the compaction unit 13 is (see Fig. 3 ) can be operated, for example, by means of an eccentric drive with a selectable stroke H and a selectable frequency F.
- a speed selector 26 for setting the paving speed V is provided in the control panel P or external control panel P '.
- the speed selector 26 can optionally also be adjusted by the control system 25 by an actuator (not shown) in order to change the paving speed V.
- the paving speed V is detected by a symbolically indicated sensor 31 and transmitted to the control system 25.
- the sensor 31 can be placed in the road paver, for example in the control panel P or on a travel drive, or it can scan a reference on the ground 7.
- An input section 27 for inputting parameters and / or displaying parameters can be provided in the control panel P or in the control system 25.
- At least one actuator 28 ' for example a solenoid-operated hydraulic valve, is assigned to the lifting cylinders 28.
- At least one sensor 30 can be provided as equipment of the road paver 1, which detects the temperature, density or consistency of the paving material, for example immediately in front of the paving screed 3, and if necessary transmits it as information to the control system 25. This recorded information could also be entered by an operator.
- at least one sensor 29 is provided on the screed 3, which detects the angle of incidence ⁇ of the screed relative to the ground 7. This sensor 29 could also pick up the angle of attack ⁇ on the drawbars 8.
- a sensor 37 can be provided for picking up the thickness of the covering S, which, for example, scans the subsurface 7 or a reference (not shown) on the subsurface 7.
- actuators for setting the tamper stroke H or the tamper frequency F are provided and can be made to convert control signals by means of control signals generated by the control system 25.
- Fig. 3 the an actuator for the gear 24 forming the tamper stroke H for rotating the eccentric bushing 23 relative to the eccentric section 22.
- the setting of the tamper stroke H takes place automatically via the control system 25.
- the eccentric shaft 15 is driven to rotate, for example by a hydraulic motor 32. Its speed determines the tamper frequency F.
- a solenoid-operated valve for example a proportional flow control valve, can be used as the actuator 33 for the hydraulic motor 32, to which control signals can be applied by the control system 25.
- control system 25 By means of the control system 25, among other things, a number of different machine or construction site or paving material parameters are automatically regulated as a function of one another in order, for example, to minimize error rates in the built-in covering 6 and to increase the quality of the built-in covering 6.
- the tamper 14 has to compact the loosely placed paving material 5 to such an extent that a load-bearing capacity sufficient for the screed 3 is created. Only then is it ensured that the screed 3 with its screed plate 18 is dragged floating with a favorable angle of attack ⁇ .
- the tamper stroke H, the tamper frequency F, the paving speed V and the angle of attack ⁇ are heavily dependent on one another. If, for example, the paving speed V is reduced, this has an effect on the pre-compaction of the paving material while the tamper frequency and leveling cylinder setting remain the same.
- the load-bearing capacity of the paving material increases, so that the screed 3 continues to float and the angle of incidence ⁇ is reduced.
- the control system 25 automatically controls and regulates at least manipulated variables for the compacting unit 13 or the tamper 14 depending on the relevant processes or machine parameters. In particular, a constant and optimal compaction of the paving material over the entire paving width of the screed takes place in this way as a contribution to quality assurance.
- the angle of incidence ⁇ is detected by means of the sensor 29 or a plurality of sensors 29 distributed in the transverse direction and transmitted to the control system 25, or a controller responsible there specifically for this installation parameter, in order to adapt the tamper stroke H when the angle of incidence ⁇ changes, so that the angle of attack ⁇ again an optimal value is returned or is not able to change appreciably, so that the target layer thickness S is achieved with constant optimal pre-compaction.
- the angle of incidence ⁇ can vary over the paving width of the screed 3.
- the control system 25 can then undertake the corresponding adjustment of the tamper stroke H for each tamper 14 individually, so that despite the covering thickness S varying transversely to the paving direction, the compression remains uniform over the paving width.
- the tamper stroke H and the tamper frequency F can also be adjusted via the control system 25 and, if necessary, an adjustment of the leveling cylinder 10 in addition to or as an alternative to an adjustment of the tamper frequency F can be carried out.
- the adaptation of the tamper frequency F can be carried out in a particularly simple manner in that when the tamper stroke H changes, the tamper frequency F is automatically adapted in accordance with a characteristic curve or in a characteristic diagram that is entered into the control system or is available there.
- a relevant paving parameter is, for example, the density or consistency of the paving material 5. If the road paver 1 is equipped with a sensor 30, as mentioned, by means of which the density or consistency of the paving material can be detected, then the recorded value is compared with a target value, and if there is a deviation from the setpoint, the control system 25 adjusts, for example, the tamper stroke H and / or the tamper frequency F and / or the leveling cylinder setting, so that if there is a deviation in the detected density or consistency, the angle of attack is essentially maintained and the same Compression and evenness and thus quality of the covering 6 can be achieved.
- the paving speed V is also a decisive paving parameter, since in the event of a change the tamper stroke H and / or the tamper frequency F and / or the leveling cylinder setting must be adapted, for example via the automatic control system 25.
- Another important installation parameter is the rigidity of the installation material 5 and / or its temperature.
- These installation parameters can for example be used individually or in combination by means of the sensor 30 or a stiffness and a temperature sensor detected and transmitted to the control system 25, or entered by an operator at section 27 after detection, whereupon the control system, if advised by the detected values, adjusts the tamper stroke H and / or the tamper frequency F and / or the leveling cylinder setting accordingly.
- an adjustment can also be made to the lifting cylinders 28, for example to relieve the screed 3 more during paving or to load it more forcefully in the direction of the subsurface 7, again with a view to making the angle of incidence ⁇ as uniform as possible hold, and let the screed 3 work with even compression of the surface 6.
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Description
Die Erfindung betrifft eine Einbaubohle gemäß Oberbegriff des Patentanspruchs 1, sowie einen Straßenfertiger gemäß Oberbegriff des Patentanspruchs 9.The invention relates to a screed according to the preamble of claim 1 and a road finisher according to the preamble of
Eine gattungsgemäße Einbaubohle und ein gattungsgemäßer Straßenfertiger sind bekannt aus
Beim Einbauen eines Belages aus bituminösem oder Beton-Einbaugut mit einem Straßenfertiger hat die schwimmend geschleppte Einbaubohle das Einbaugut über die gesamte Einbaubreite möglichst gleichmäßig zu verdichten und eine geschlossene, ebene Struktur zu erzeugen. Das Verdichtungsaggregat, z.B. ein sogenannter Tamper oder ein Tamper und ein Unwucht-Vibrator, soll eine möglichst hohe, gleichbleibende und über die Belagstärke durchgehende Vorverdichtung erzeugen, damit unterschiedliche oder variierende Belagstärken keinen nennenswerten Einfluss auf die Endverdichtung haben. Der Hub und die Frequenz des Tampers beeinflussen hierbei die Vorverdichtung und das Schwimmverhalten der Einbaubohle. Je größer der Hub ist, desto höher wird die Vorverdichtung und desto tiefer wird vorverdichtet. Die Frequenz lässt sich individuell stufenlos verstellen.
Aus der Informationsschrift "
In der Einbaubohle des aus
Bei der aus
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Der Erfindung liegt die Aufgabe zugrunde, eine Einbaubohle und einen Straßenfertiger anzugeben, die eine gleichmäßig hohe Qualität eines eingebauten Belages ermöglichen, so z.B. den Einbau eines Belages mit in Arbeitsfahrtrichtung gleichmäßiger Stärke und sowohl in der als auch quer zur Arbeitsfahrtrichtung gleichförmiger Verdichtung.The invention is based on the object of specifying a screed and a road paver which enable a paved surface to be of a consistently high quality, e.g. the installation of a pavement with a uniform thickness in the direction of travel and uniform compaction both in and across the direction of travel.
Die gestellte Aufgabe wird mit den Merkmalen des Patentanspruchs 1 gelöst.The stated object is achieved with the features of claim 1.
Da zumindest der Hub des Verdichtungsaggregats abhängig von wenigstens einem Einbauparameter wie zumindest der Einbaugeschwindigkeit und/oder der Belagstärke vom Regelsystem automatisch verstellt wird, stehen der Hub und der jeweilige Einbauparameter in einem optimalen Verhältnis zueinander, aus dem nicht nur eine weitgehend konstante Vorverdichtung unabhängig von Variationen der Einbauparameter resultiert, sondern ein optimal kleiner positiver Anstellwinkel der Einbaubohle gehalten wird, der eine geschlossene und ebene Oberfläche des Belages und gleichbleibend hohe Qualität des eingebauten Belages gewährleistet. Die Verstellungen können bequem für alle Pleuel gleichzeitig vorgenommen werden, [ursprüngliche Seite 3, Absatz 3] Hierfür ist, entweder an der Einbaubohle oder im Straßenfertiger, das mit dem Verstellgetriebe operativ verbundene, automatische, vorzugsweise computerisierte, Regelsystem vorgesehen, in das Einbauparameter wie zumindest die Einbaugeschwindigkeit und/oder die Belagstärke eingegeben werden oder die dort vorhanden sind, und an dem beispielsweise ein durch das Verdichtungsaggregat zu erzeugender Vorverdichtungsgrad einstellbar ist. Das Regelsystem passt dann bei laufendem Einbau den Hub automatisch an sich abzeichnende Änderungen zumindest eines Einbauparameters an.Since at least the stroke of the compression unit is automatically adjusted by the control system as a function of at least one paving parameter such as at least the paving speed and / or the thickness of the pavement, the stroke and the respective paving parameters are in an optimal relationship to one another, from which not only a largely constant pre-compression independent of variations the paving parameters result, but an optimally small positive angle of incidence of the screed is maintained, which ensures a closed and even surface of the pavement and a consistently high quality of the paving. The adjustments can conveniently be made for all connecting rods at the same time, [
In der Einbaubohle ermöglicht es das bei laufendem Einbau betätigbare Verstellgetriebe, den Hub so zu verstellen, dass der Hub beispielsweise vor oder bei Änderungen der Einbaugeschwindigkeit und/oder der Belagstärke, wie sie beim Einbauen entweder aufgrund äußerer Einflüsse auftreten oder mit Absicht vorgenommen werden, jeweils weitgehend optimal zur Einbaugeschwindigkeit und/oder Belagstärke passt, woraus eine optimale und konstante Vorverdichtung und hohe Qualität des eingebauten Belages resultieren. Da sich der Hub bei laufendem Einbau verstellen lässt, braucht der Einbaubetrieb zur Hubverstellung nicht unterbrochen zu werden, und wird das Personal entlastet. Der Fertigerführer oder ein Bedienungsmann an der Einbaubohle kann die Verstellung alternativ nach Bedarf vornehmen. Besonders zweckmäßig erfolgt die Verstellung jedoch automatisch in Abhängigkeit von Einbauparametern wie der Einbaugeschwindigkeit und/oder Belagstärke, so dass die gleichmäßige hohe Endqualität des Belages ohne nennenswerte Einflussnahme des Personals erreicht wird.In the paving screed, the adjusting gear, which can be actuated while the paving is in progress, allows the stroke to be adjusted so that the stroke, for example, before or when the paving speed and / or the pavement thickness changes, as they occur during paving either due to external influences or are carried out on purpose largely optimally matches the paving speed and / or the thickness of the pavement, resulting in an optimal and constant pre-compaction and high quality of the pavement. Because the hub adjusts during installation the paving operation does not need to be interrupted to adjust the stroke, and the workload for the staff is relieved. The paver operator or an operator The adjustment can alternatively be made on the screed as required. However, it is particularly expedient for the adjustment to take place automatically as a function of the paving parameters such as the paving speed and / or the thickness of the pavement, so that the uniformly high final quality of the pavement is achieved without any significant influence on the part of the staff.
Der mit dieser Einbaubohle ausgestattete Straßenfertiger ermöglicht es, dank des Regelsystems und von diesem generierter und von Stellgliedern umgesetzter Stellgrößen, eine gleichmäßig hohe Qualität eines eingebauten Belages zu erzielen, wobei in einem automatischen Ablauf eine in Einbaufahrtrichtung gleichmäßige Belagstärke und eine sowohl in Einbaufahrtrichtung als auch quer dazu gleichförmige Verdichtung geregelt werden, ohne dass dabei ein Bediener komplizierte Aufgaben zu lösen oder Parameter zu wählen braucht. Denn die Stellgrößen, die zumindest durch Stellglieder zur Erstellung des Hubs und/oder der Frequenz des Tampers umgesetzt werden, werden in Abhängigkeit von relevanten Prozessparametern oder Maschinenparametern bzw. Einbauparametern automatisch und prozessorientiert generiert.The paver equipped with this screed makes it possible, thanks to the control system and the manipulated variables generated by it and implemented by actuators, to achieve a uniformly high quality of a paved pavement, with a pavement thickness that is uniform in the paving direction and a pavement thickness both in the paving direction and across in an automatic sequence for this purpose, uniform compression can be regulated without an operator having to solve complicated tasks or select parameters. This is because the manipulated variables, which are implemented at least by actuators to create the stroke and / or the frequency of the tamper, are generated automatically and in a process-oriented manner as a function of relevant process parameters or machine parameters or installation parameters.
Hierbei umfasst das Verdichtungsaggregat zumindest einen Tamper mit jeweils mehreren Pleueln in jedem Abschnitt der Einbaubohle, d.h. in der Grundbohle, in jeder Ausziehbohle, und gegebenenfalls auch in an den Ausziehbohlen angebauten Bohlenverbreiterungsteilen. Um eine noch bessere Vorverdichtung zu erzielen, kann der jeweilige Tamper mit einem Unwucht-Vibrator kombiniert werden, der das Glättblech der Einbaubohle mit im Wesentlichen vertikal wirkenden Unwuchtimpulsen beaufschlagt. Die Vibrationsfrequenz kann, beispielsweise, wie bekannt, über ein Stromregelventil in einem bestimmten Bereich verstellbar sein, und verfahrensgemäß ebenfalls in Abhängigkeit von dem zumindest einen Einbauparameter automatisch mitverstellt werden. Sollte die Einbaubohle auch über eine Hochverdichtungseinrichtung verfügen (siehe die obenerwähnte technische Information "Für jede Aufgabe die richtige Einbaubohle", Seite 8), die mit hochfrequenten hydraulischen Druckimpulsen arbeitet, deren Frequenz und Pressdruck einstellbar sind, kann zweckmäßig auch die Verstellung der Hochverdichtungseinrichtung abhängig von solchen Einbauparametern vorgenommen, so dass beispielsweise bei variierender Einbaugeschwindigkeit und/oder extrem ungleichmäßiger Belagstärke dennoch eine konstant hohe Endqualität des eingebauten Belages resultiert.Here, the compaction unit comprises at least one tamper, each with several connecting rods in each section of the screed, i.e. in the basic screed, in every extending screed and, if necessary, also in screed extension parts attached to the extending screed. In order to achieve an even better pre-compaction, the respective tamper can be combined with an unbalance vibrator, which acts on the screed plate of the screed with substantially vertically acting unbalance pulses. The vibration frequency can, for example, as is known, be adjustable in a certain range via a flow control valve and, according to the method, can also be automatically adjusted as a function of the at least one installation parameter. If the screed also has a high compaction device (see the above-mentioned technical information "The right screed for every task", page 8) that works with high-frequency hydraulic pressure pulses, the frequency and pressure of which can be adjusted, the high compaction device can also be adjusted depending on such paving parameters are carried out, so that, for example, with varying paving speed and / or extremely uneven pavement thickness, a consistently high final quality of the paved surface results.
Hierfür sollte das Regelsystem wenigstens eine von Einbauparametern abhängige Kennlinie oder ein Kennfeld zur automatischen Verstellung des Hubes oder des Hubes und der Frequenz der Arbeitstakte des Verdichtungsaggregates aufweisen.For this purpose, the control system should have at least one characteristic curve that is dependent on installation parameters or a characteristic diagram for automatic adjustment of the stroke or the stroke and the frequency of the work cycles of the compression unit.
Das Verstellgetriebe kann zwischen einer drehantreibbaren Exzenterwelle in der Einbaubohle und einer auf der Exzenterwelle in einem die Tamperleiste mit im Wesentlichen vertikalen Arbeitstakten antreibenden Pleuel drehbaren Exzenterbuchse vorgesehen sein. Der Hub der Tamperleiste ist somit durch eine relative Drehverstellung zwischen der Exzenterbuchse und der Exzenterwelle verstellbar. Abhängig von der relativen Drehposition der Exzenterbuchse auf der Exzenterwelle resultiert der halbe Hub eines Arbeitstaktes aus der Summe der Exzentrizität eines Exzenterabschnittes der Exzenterwelle und einem Teilbereich bis zum Maximum der Exzentrizität der Exzenterbuchse.The adjusting gear can be provided between an eccentric shaft that can be driven in rotation in the screed and an eccentric bushing that is rotatable on the eccentric shaft in a connecting rod that drives the tamper bar with essentially vertical working cycles. The stroke of the tamper bar can thus be adjusted by a relative rotary adjustment between the eccentric bushing and the eccentric shaft. Depending on the relative rotational position of the eccentric bushing on the eccentric shaft, half the stroke of a working cycle results from the sum of the eccentricity of an eccentric section of the eccentric shaft and a partial area up to the maximum of the eccentricity of the eccentric bushing.
Alternativ ist das Verstellgetriebe zwischen einer drehantreibbaren Exzenterwelle in der Einbaubohle und einer drehfest auf der Exzenterwelle angeordneten, jedoch quer zur Achse der Exzenterwelle verschiebbaren, in einem die Tamperleiste antreibenden Pleuel drehbar gelagerten Exzenterbuchse derart angeordnet, dass der Hub durch eine Querverschiebung der Exzenterbuchse relativ zur Exzenterwelle verstellbar ist. Das dann wirksame Ausmaß der Exzentrizität der Exzenterbuchse richtet sich nach dem Ausmaß der Querverschiebung der Exzenterbuchse relativ zur Exzenterwelle. Die Exzenterbuchse wirkt exzentrisch, kann aber kreiszylindrisch ausgebildet sein.Alternatively, the adjusting gear is arranged between an eccentric shaft that can be driven in rotation in the screed and an eccentric bushing, which is non-rotatably arranged on the eccentric shaft but can be displaced transversely to the axis of the eccentric shaft and is rotatably mounted in a connecting rod driving the tamper bar, so that the stroke is caused by a transverse displacement of the eccentric bushing relative to the eccentric shaft is adjustable. The then effective extent of the eccentricity of the eccentric bushing depends on the extent of the transverse displacement of the eccentric bushing relative to the eccentric shaft. The eccentric bushing acts eccentrically, but can be designed as a circular cylinder.
Als weitere Alternative ist das Verstellgetriebe zwischen einem eine drehantreibbare Exzenterwelle stützenden Lagerbock und einem mit einem die Tamperleiste antreibenden Pleuel gelenkig verbundenen, im Lagerbock verstellbaren Verstellhebel angeordnet (Kniehebelprinzip), wobei der Verstellhebel und eine von der Exzenterwelle antreibbare Schubstange in einer gemeinsamen Gelenkachse mit dem Pleuel gekoppelt sind, derart, dass eine Verstellung des Verstellhebels im Lagerbock den über die Schubstange von der Rotation der Exzenterwelle erzeugten, wirksamen Hub der Tamperleiste verändert. Dabei weist der Lagerbock eine gerade oder bogenförmige Führungsbahn auf, in die ein Schwenkwiderlager des Verstellhebels eingreift, das mittels des Verstellgetriebes entlang der Führungsbahn verlagerbar und in gewählten Einstellpositionen fixiert ist, wobei die Verlaufsrichtung der Führungsbahn zumindest in etwa zur Achse der Exzenterwelle weist. Die Verstellung des Schwenkwiderlagers des Verstellhebels resultiert in einer Änderung von der Exzenterwelle abgegriffenen Hubs der Tamperleiste.As a further alternative, the adjusting gear is arranged between a bearing block supporting a rotationally drivable eccentric shaft and an adjusting lever that is articulated to a connecting rod driving the tamper bar and adjustable in the bearing block (toggle principle), with the adjusting lever and a push rod drivable by the eccentric shaft in a common joint axis with the connecting rod are coupled in such a way that an adjustment of the adjusting lever in the bearing block changes the effective stroke of the tamper bar generated via the push rod by the rotation of the eccentric shaft. The bearing block has a straight or curved guideway in which a swivel abutment of the adjusting lever engages, which can be displaced by means of the adjusting gear along the guideway and is fixed in selected setting positions, the direction of the guideway pointing at least approximately to the axis of the eccentric shaft. The adjustment of the swivel abutment of the adjusting lever results in a change in the stroke of the tamper bar tapped by the eccentric shaft.
In der Einbaubohle ist ein hydraulisch und/oder elektrisch und/oder mechanisch betätigbares Verstellgetriebe vorgesehen, das, gegebenenfalls selbst bei laufendem Einbau, die jederzeitige Verstellung des Hubes ermöglicht, ohne manuell eingreifen zu müssen.A hydraulically and / or electrically and / or mechanically actuated adjusting gear is provided in the screed, which, if necessary, even while paving is in progress, enables the stroke to be adjusted at any time without having to intervene manually.
Bei der Ausführungsform mit der relativ zur Exzenterwelle verdrehbaren Exzenterbuchse ist in der Exzenterwelle ein axial verstellbarer Mitnehmer drehfest gelagert, der in eine gewindegangartige Führungsbahn der auf der Exzenterwelle verdrehbaren Exzenterbuchse eingreift. Bei einer Verstellung, vorzugsweise auf elektrischem und/oder hydraulischem und/oder mechanischem Weg, des Mitnehmers in Achsrichtung der Exzenterwelle wird über die gewindegangartige Führungsbahn die Exzenterbuchse verdreht und in der jeweils gewählten Einstellung wieder drehfest fixiert.In the embodiment with the eccentric bushing rotatable relative to the eccentric shaft, an axially adjustable driver is rotatably mounted in the eccentric shaft and engages in a thread-like guideway of the eccentric bushing rotatable on the eccentric shaft. When the driver is adjusted, preferably electrically and / or hydraulically and / or mechanically, in the axial direction of the eccentric shaft, the eccentric bushing is rotated via the thread-like guideway and fixed again in the selected setting.
Bei einer alternativen Ausführungsform ist in der Exzenterwelle drehfest ein axial beweglicher Verstellmechanismus angeordnet, der taktweise ein mit der drehbar gelagerten Exzenterbuchse zusammenwirkendes Dreh-Schrittschaltwerk betätigt, um die Exzenterbuchse in Schritten relativ zur Exzenterwelle zu verdrehen, und in der gewählten Drehposition drehfest mit der Exzenterwelle zu kuppeln.In an alternative embodiment, an axially movable adjustment mechanism is arranged in the eccentric shaft in a rotationally fixed manner, which cyclically actuates a rotary indexing mechanism that interacts with the rotatably mounted eccentric bushing in order to rotate the eccentric bushing in steps relative to the eccentric shaft, and in the selected rotational position with the eccentric shaft couple.
Bei einer weiteren alternativen Ausführungsform kann zwischen der Exzenterwelle und der Exzenterbuchse ein Spannmechanismus vorgesehen sein, der die Exzenterbuchse kraftschlüssig oder reibschlüssig oder formschlüssig mit der Exzenterwelle kuppelt und durch einen in der Einbaubohle abgestützten Axial-Lösemechanismus vorübergehend in eine Lösestellung bringbar ist, in der die Kopplung zwischen der Exzenterwelle und der Exzenterbuchse aufgehoben wird und diese beiden Komponenten relativ zueinander verdrehbar sind oder selbsttätig verdreht werden.In a further alternative embodiment, a tensioning mechanism can be provided between the eccentric shaft and the eccentric bushing which frictionally engages the eccentric bushing or frictionally or positively couples with the eccentric shaft and can be temporarily brought into a release position by an axial release mechanism supported in the screed, in which the coupling between the eccentric shaft and the eccentric bushing is canceled and these two components can be rotated relative to one another or are rotated automatically.
Bei einer Ausführungsform mit der quer zur Achse der Exzenterwelle verlagerbaren Exzenterbuchse ist zwischen der Exzenterwelle und der drehfest mit der Exzenterwelle gekuppelten Exzenterbuchse mindestens ein mittels wenigstens einer in der Exzenterwelle axial verlagerbare Steuerstange quer zur Exzenterwelle verstellbarer, die Exzenterbuchse tragender Führungsstein mit einer schrägen Führungsfläche vorgesehen. Über die schräge Führungsfläche wird der Führungsstein quer zur Achse der Exzenterwelle verlagert, um die Exzenterbuchse zu verstellen bzw. um deren wirksamen Anteil der Exzentrizität zu ändern. Die Exzenterbuchse braucht hier nicht exzentrisch ausgebildet zu sein, sondern kann zylindrisch sein.In an embodiment with the eccentric bushing that can be displaced transversely to the axis of the eccentric shaft, at least one guide stone bearing the eccentric bushing and bearing the eccentric bushing is provided with an inclined guide surface, which is adjustable by means of at least one control rod axially displaceable in the eccentric shaft, transversely to the eccentric shaft. The guide block is displaced across the axis of the eccentric shaft via the inclined guide surface in order to adjust the eccentric bushing or to change its effective part of the eccentricity. The eccentric bush does not need to be eccentric here, but can be cylindrical.
Hierbei ist es zweckmäßig, wenn die schräge Führungsfläche des Führungssteins, zweckmäßig zweier diametral gegenüberliegender Führungssteine, axial verschiebbar an einer schrägen Rampe entweder in der Exzenterbuchse oder an der Steuerstange anliegt.It is useful here if the inclined guide surface of the guide block, suitably two diametrically opposed guide blocks, rests axially displaceably on an inclined ramp either in the eccentric bushing or on the control rod.
In Fall des Kniehebelmechanismus ist es zweckmäßig, wenn die Führungsbahn in Bezug auf die Achse der Exzenterwelle und die Gelenkachse am Pleuel derart angeordnet ist, dass ein unterer Totpunkt des von der Exzenterwelle induzierten Arbeitstaktes der mit dem Pleuel verbundenen Tamperleiste unabhängig von der Einstellposition des Schwenkwiderlagers des Verstellhebels entlang der Führungsbahn ortsfest bleibt, vorzugsweise oder beispielsweise ortsfest in Relation zu einem an einem den Lagerbock tragenden Rahmen der Einbaubohle montierten Glättblech. Dies bedeutet, dass nur der obere Totpunkt des Arbeitstaktes in Hochrichtung verstellt wird, und sich die Lage des unteren Totpunktes in Bezug auf das Glättblech beim Verstellen des Hubes nicht verändertIn the case of the toggle lever mechanism, it is useful if the guide track is arranged in relation to the axis of the eccentric shaft and the joint axis on the connecting rod in such a way that a bottom dead center of the working cycle induced by the eccentric shaft of the tamper bar connected to the connecting rod is independent of the setting position of the swivel abutment of the Adjusting lever remains stationary along the guide track, preferably or for example stationary in relation to a screed plate mounted on a frame of the screed bearing the bearing block. This means that only the top dead center of the work cycle is adjusted in the vertical direction, and the position of the bottom dead center in relation to the screed plate does not change when the stroke is adjusted
Um Einbauparameter oder Änderungen von Einbauparametern erfassen und dem Regelsystem übermitteln oder in dieses eingeben zu können, ist bei einer zweckmäßigen Ausführungsform des Straßenfertigers am Straßenfertiger selbst und/oder der Einbaubohle und/oder den Holmen wenigstens ein Sensor, vorzugsweise mehrere in der und quer zur Einbaufahrtrichtung verteilte Sensoren, zum Erfassen von Ist-Einbauparametern vorgesehen, wobei die Sensoren mit dem Regelsystem verknüpft sind oder verknüpfbar sind. Da zumindest relevante Einbauparameter, wie zumindest der Anstellwinkel der Einbaubohle, oder Änderungen davon über die Sensoren erfassbar und an das Regelsystem übermittelbar sind, ist der Bediener entlastet, und ergibt sich eine gleichbleibend hohe Qualität des eingebauten Belages.In order to be able to record paving parameters or changes to paving parameters and to be able to transmit them to the control system or to be able to enter them into the control system, at least one sensor, preferably several in and across the paving direction, is installed on the paver itself and / or the screed and / or the spars distributed sensors, provided for recording actual installation parameters, the sensors being linked to the control system or being linkable. Since at least relevant paving parameters, such as at least the angle of incidence of the screed, or changes thereof, can be detected via the sensors and transmitted to the control system, the operator is relieved and the quality of the paved surface is consistently high.
Bei einer weiteren zweckmäßigen Ausführungsform ist am Straßenfertiger und/oder der Einbaubohle eine Eingabe- und Anzeigesektion am Regelsystem oder einer mit dem Regelsystem verknüpften Maschinensteuerung zum zusätzlichen oder alternativen Einstellen von Größen, Werten oder Parametern, zumindest für den Hub und/oder die Frequenz, aber auch den Anstellwinkel der Einbaubohle, vorgesehen, die durch Bediener benutzbar ist, um in das Regelsystem bedarfsabhängig zusätzliche Informationen einzugeben.In a further expedient embodiment, the road paver and / or the screed have an input and display section on the control system or a machine control linked to the control system for additional or alternative setting of sizes, values or parameters, at least for the stroke and / or the frequency, but also the angle of incidence of the screed is provided, which can be used by the operator in order to enter additional information into the control system as required.
Um Einbauparameter oder Änderungen von Einbauparametern erfassen und dem Regelsystem übermitteln oder in dieses eingeben zu können, ist bei einer zweckmäßigen Ausführungsform des Straßenfertigers am Straßenfertiger selbst und/oder der Einbaubohle und/oder den Holmen wenigstens ein Sensor, vorzugsweise mehrere in der und quer zur Einbaufahrtrichtung verteilte Sensoren, zum Erfassen von Ist-Einbauparametern vorgesehen, wobei die Sensoren mit dem Regelsystem verknüpft sind oder verknüpfbar sind. Da zumindest relevante Einbauparameter, wie zumindest der Anstellwinkel der Einbaubohle, oder Änderungen davon über die Sensoren erfassbar und an das Regelsystem übermittelbar sind, ist der Bediener entlastet, und ergibt sich eine gleichbleibend hohe Qualität des eingebauten Belages.In order to be able to record paving parameters or changes to paving parameters and to be able to transmit them to the control system or to be able to enter them into the control system, at least one sensor, preferably several in and across the paving direction, is installed on the paver itself and / or the screed and / or the spars distributed sensors, provided for recording actual installation parameters, the sensors being linked to the control system or being linkable. Since at least relevant paving parameters, such as at least the angle of incidence of the screed, or changes thereof, can be detected via the sensors and transmitted to the control system, the operator is relieved and the quality of the paved surface is consistently high.
Bei einer weiteren zweckmäßigen Ausführungsform ist am Straßenfertiger und/oder der Einbaubohle eine Eingabe- und Anzeigesektion am Regelsystem oder einer mit dem Regelsystem verknüpften Maschinensteuerung zum zusätzlichen oder alternativen Einstellen von Größen, Werten oder Parametern, zumindest für den Hub und/oder die Frequenz, aber auch den Anstellwinkel der Einbaubohle, vorgesehen, die durch Bediener benutzbar ist, um in das Regelsystem bedarfsabhängig zusätzliche Informationen einzugeben.In a further expedient embodiment, the road paver and / or the screed have an input and display section on the control system or a machine control linked to the control system for additional or alternative setting of sizes, values or parameters, at least for the stroke and / or the frequency, but also the angle of incidence of the screed is provided, which can be used by the operator in order to enter additional information into the control system as required.
Anhand der Zeichnungen werden Ausführungsformen des Erfindungsgegenstandes erläutert. Es zeigen:
- Fig. 1
- eine schematische Seitenansicht eines mit einer Einbaubohle ausgestatteten Straßenfertigers beim Einbauen eines Belages,
- Fig. 2
- ein Diagramm zur Verdeutlichung zweier Kennlinien bzw. eines Kennfeldes,
- Fig. 3
- eine Perspektivansicht eines Teiles einer mit einem Verdichtungsaggregat ausgestatteten Einbaubohle,
- Fig. 4
- eine Perspektivschnittdarstellung einer Ausführungsform einer Hubverstelleinrichtung,
- Fig. 5
- eine perspektivische Teilschnittansicht einer weiteren Ausführungsform einer Hubverstelleinrichtung,
- Fig. 6
- einen Längsschnitt einer weiteren Ausführungsform einer Hubverstelleinrichtung,
- Fig. 7
- einen Längsschnitt einer weiteren Ausführungsform einer Hubverstelleinrichtung,
- Fig. 8
- eine Perspektivschnittansicht einer weiteren Ausführungsform einer Hubverstelleinrichtung,
- Fig. 9
- eine Perspektivschnittdarstellung einer weiteren Ausführungsform einer Hubverstelleinrichtung, und
- Fig. 10
- eine Perspektivansicht einer weiteren Ausführungsform einer Hubverstelleinrichtung.
- Fig. 1
- a schematic side view of a paver equipped with a screed when paving a pavement,
- Fig. 2
- a diagram to illustrate two characteristic curves or a characteristic field,
- Fig. 3
- a perspective view of part of a screed equipped with a compaction unit,
- Fig. 4
- a perspective sectional view of an embodiment of a stroke adjustment device,
- Fig. 5
- a perspective partial sectional view of a further embodiment of a stroke adjustment device,
- Fig. 6
- a longitudinal section of a further embodiment of a stroke adjustment device,
- Fig. 7
- a longitudinal section of a further embodiment of a stroke adjustment device,
- Fig. 8
- a perspective sectional view of a further embodiment of a stroke adjustment device,
- Fig. 9
- a perspective sectional view of a further embodiment of a stroke adjustment device, and
- Fig. 10
- a perspective view of a further embodiment of a stroke adjustment device.
Ein Straßenfertiger 1 in
Die Einbaubohle 3 ist an Zugholmen 8 befestigt, die beidseitig an Anlenkstellen 9 des Straßenfertigers 1 angeschlossen sind. Die Anlenkstellen 9 können über Verstelleinrichtungen 10, wie Nivellierzylinder, auf- und abverstellt werden, beispielsweise um die Belagstärke S des eingebauten Belages 6 einzustellen. Die Einbaubohle 3 umfasst beispielsweise eine Grundbohle 11 und daran verfahrbare Ausziehbohlen 12, jeweils mit einem zumindest einen Tamper 14 bzw. eine Tamperleiste umfassenden Verdichtungsaggregat 13 und einem das Einbaumaterial 5 beaufschlagenden Glättblech 18, wobei, vorzugsweise, die Einbaubohle 3 mit einem kleinen positiven Anstellwinkel α gegenüber einer zum Untergrund 7 parallelen Ebene schwimmend arbeitet. Die Tamperleiste 14 ist zur Vorverdichtung zyklisch in Arbeitstakten antreibbar und führt Hübe H mit einer Frequenz F aus. Bei laufendem Einbau fährt der Straßenfertiger 1 mit einer Einbaugeschwindigkeit V auf dem Untergrund 7.The
Gegebenenfalls enthält die Einbaubohle 3 (in der Grundbohle 11 und jeder Ausziehbohle 12) zusätzlich wenigstens einen Unwucht-Vibrator (nicht gezeigt) zum Beaufschlagen des Glättbleches 18 mit vertikalen Impulsen, und, gegebenenfalls in Arbeitsfahrtrichtung hinten zumindest eine Pressleiste einer Hochverdichtungseinrichtung (nicht gezeigt). Der Unwucht-Vibrator und die Hochverdichtungseinrichtung sind wahlweise Optionen einer Einbaubohle 3, während der Tamper 14 zur Grundausstattung gehören kann.If necessary, the paving screed 3 (in the
Die Einbaugeschwindigkeit V wie auch die Belagstärke S sind Einbauparameter, die sich gegebenenfalls sogar bei laufendem Einbau ändern oder geändert werden können. Der Tamper 14 hat eine Vorverdichtung im locker auf den Untergrund 7 geschütteten Einbaumaterial 5 zu erzeugen, die unabhängig von sich ändernden Einbauparametern zumindest weitestgehend konstant gehalten werden soll. Weitere, für die Vorverdichtung gegebenenfalls relevante Einbauparameter können die Art und Konsistenz des Einbaumaterials 5, dessen Temperatur, die Umgebungsbedingungen, die Bauweise der Einbaubohle 3, und dgl. sein.The paving speed V as well as the covering thickness S are paving parameters which, if necessary, can even change or be changed while paving is in progress. The
Erfindungsgemäß wird die Vorverdichtung unabhängig von den sich bei laufendem Einbau ändernden Einbauparametern im Wesentlichen konstant gehalten, indem zumindest der Hub H der Arbeitstakte des Tampers 14 in Abhängigkeit von zumindest einem Einbauparameter, gegebenenfalls sogar automatisch, verstellt wird, zweckmäßig auch die Frequenz F, und zwar über das Regelsystem 25, das als Regelführungsgröße zumindest einen Einbauparameter erhält oder kennt und an dem, vorzugsweise, ein gewünschter Vorverdichtungsgrad als Sollwert eingestellt wird. Das Regelsystem 25 kann mit Kennlinien und/oder einem Kennfeld betrieben werden. Jede Kennlinie bzw. das Kennfeld ist vorbestimmt und abgespeichert. Zweckmäßig ist das Regelsystem 25 automatisch und computerisiert.According to the invention, the pre-compression is kept essentially constant regardless of the installation parameters that change during ongoing installation, in that at least the stroke H of the work cycles of the
Die durchgezogene Kennlinie F verdeutlicht die ebenfalls mögliche Änderung der Frequenz mit zunehmender Belagstärke S bzw. Einbaugeschwindigkeit V. Die Kennlinien H, F können in einem Kennfeld abgelegt sein, das das Regelsystem 25 bei laufendem Einbau abarbeitet. Die Kennlinie F, H bzw. das Kennfeld wird so vorbestimmt, dass im Hinblick auf hohe und gleichbleibende Endqualität des eingebauten Belages 6 stets ein optimales Verhältnis zwischen der Belagstärke und/oder der Einbaugeschwindigkeit und zumindest dem Hub H vorliegt, zweckmäßig auch die Frequenz F optimal ist. Die Verstellung des Hubes H, und gegebenenfalls auch der Frequenz F, erfolgt zweckmäßig entweder automatisch und sogar bei laufendem Einbau unter Abgreifen von Änderungen zumindest eines Einbauparameters wie der Belagstärke S und/oder der Einbaugeschwindigkeit V, oder bedienergeführt.The solid characteristic curve F illustrates the likewise possible change in the frequency with increasing pavement thickness S or paving speed V. The characteristic curves H, F can be stored in a characteristic map that the
Die Darstellung des Verstellgetriebes 24 in
Bei dem in
Der Exzenterabschnitt 22 hat zur Drehachse der Exzenterwelle 15 eine erste Exzentrizität, ist jedoch am Außenumfang zylindrisch. Der zylindrische Außenumfang der Exzenterbuchse 23 ist gegenüber dem zylindrischen Innenumfang exzentrisch. Da der zylindrische Außenumfang der Exzenterbuchse 23 im Pleuel 21 drehbar ist, und die Tamperleiste 14 in einer festgelegten Vertikalebene bewegbar ist, hängt das Ausmaß der resultierenden Exzentrizität aus den ersten und zweiten Exzentrizitäten davon ab, welche relative Drehposition zwischen der Exzenterbuchse 23 und dem Exzenterabschnitt 22 eingestellt ist. Das wirksame Ausmaß der Exzentrizität bestimmt den halben Hub H eines Arbeitstaktes. Durch Verschieben des Mitnehmers 28 in Richtung der Achse der Exzenterwelle 15 lässt sich somit der Hub H stufenlos zwischen einem Minimum und einem Maximum verstellen. Dabei bleibt die Exzenterbuchse 23 stets drehfest mit der Exzenterwelle 15 gekuppelt. Die eingestellte Axialposition des Mitnehmers 28 wird z.B. vom Verstellantrieb 26 gehalten.The
Die Exzenterwelle 15 ist beispielsweise am in
Das in
Zum Verdrehen der Exzenterbuchse 23 auf dem Exzenterabschnitt 22 wird der Verstellmechanismus 33 aus der in
In
Bei der in
Die Exzenterbuchse 23 kann z.B. mit koaxialen inneren und äußeren zylindrischen Umfängen, d.h. kreiszylindrisch, ausgebildet und drehfest auf zwei gegenüberliegenden Führungssteinen 44 angeordnet sein, die in nach außen offenen Nuten der durchbohrten Exzenterwelle 15 quer zur Achse der Exzenterwelle 15 verschiebbar und mit der Exzenterwelle drehfest sind. Jeder Führungsstein 44 besitzt innenliegend eine schräge Führungsfläche 45, die auf einer schrägen Führungsrampe 47 einer Steuerstange 46 aufsteht, die in der Exzenterwelle 15 mittels des Verstellantriebes 26 axial verschiebbar und in der jeweiligen gewählten Einstellposition festsetzbar ist. Der Verstellantrieb 26 kann hydraulisch, elektrisch oder mechanisch ausgebildet sein. Obwohl die Exzenterbuchse 23 zylindrisch ist (herstellungstechnisch günstig), wirkt sie relativ zum Exzenterabschnitt 22 exzentrisch.The
In der Ausführungsform der
In
Zweckmäßig ist die Führungsbahn 52 in Bezug auf die Achse der Exzenterwelle 15 und die Gelenkachse 49 derart ausgebildet und angeordnet, dass unabhängig von der Verstellposition des Schwenkwiderlagers 51 in der Führungsbahn 52 der untere Totpunkt der Arbeitstakte der Tamperleiste 14 in Relation zum Glättblech 18 ortsfest bleibt, d.h., sich bei der Hubverstellung nur der obere Totpunkt verlagert.The
Die Rotation der Exzenterwelle 15 bewegt über den Exzenterabschnitt 22 die Schubstange 48 im Wesentlichen parallel zur Oberseite des Rahmens 17 hin und her. Diese Schwingbewegung bewirkt über die gemeinsame Gelenkachse 49 eine einem Kreisbogenabschnitt folgende Schwenkbewegung des Verstellhebels 50 um das Schwenkwiderlager 51. Der Verstellhebel 50 leitet daraus eine im Wesentlichen vertikale Hubkomponenten für das Pleuel 21 her. Das Ausmaß dieser Hubkomponente wird durch Verstellen des Schwenkwiderlagers 51 in der Führungsbahn 52 verändert.The rotation of the
Die Anlenkpunkte 9 der Zugholme 8 des Straßenfertigers 1 von
Im Bedienpult P oder Außensteuerpult P' ist ein Geschwindigkeitswähler 26 zum Einstellen der Einbaugeschwindigkeit V vorgesehen. Der Geschwindigkeitswähler 26 kann durch ein nicht gezeigtes Stellglied gegebenenfalls auch vom Regelsystem 25 verstellt werden, um die Einbaugeschwindigkeit V zu ändern. Die Einbaugeschwindigkeit V wird durch einen symbolisch angedeuteten Sensor 31 erfasst und an das Regelsystem 25 übermittelt. Der Sensor 31 kann im Straßenfertiger beispielsweise in dem Bedienpult P oder bei einem Fahrantrieb platziert sein oder eine Referenz auf dem Untergrund 7 abtasten. Im Bedienpult P oder bei dem Regelsystem 25 kann eine Eingabesektion 27 zum Eingeben von Parametern und/oder Anzeigen von Parametern vorgesehen sein. Den Hubzylindern 28 ist mindestens ein Stellglied 28', beispielsweise ein magnetbetätigtes Hydraulikventil, zugeordnet. Ferner kann als Ausstattung des Straßenfertigers 1 wenigstens ein Sensor 30 vorgesehen sein, der die Temperatur, Dichte oder Konsistenz des Einbaumaterials, beispielsweise unmittelbar vor der Einbaubohle 3 abgreift und gegebenenfalls als Information an das Regelsystem 25 übermittelt. Diese erfasste Information könnte auch von einem Bediener eingegeben werden. Beispielsweise an der Einbaubohle 3 ist zumindest ein Sensor 29 vorgesehen, der den Anstellwinkel α der Einbaubohle relativ zum Untergrund 7 erfasst. Dieser Sensor 29 könnte den Anstellwinkel α auch an den Zugholmen 8 abgreifen. Es können über die Einbaubreite mehrere Sensoren 29 vorgesehen sein. Weiterhin kann ein Sensor 37 zum Abgreifen der Belagstärke S vorgesehen sein, der beispielsweise den Untergrund 7 oder eine nicht gezeigte Referenz auf dem Untergrund 7 abtastet.A
Im Straßenfertiger 1 oder der Einbaubohle 3 sind Stellglieder zum Einstellen des Tamperhubes H bzw. der Tamperfrequenz F vorgesehen und mittels vom Regelsystem 25 generierter Stellsignale dazu bringbar, Stellsignale umzusetzen. Beispielsweise zeigt
Unter anderem mittels des Regelsystems 25 werden mehrere verschiedene Maschinen- bzw. Baustellen- bzw. Einbaumaterial-Parameter in Abhängigkeiten voneinander automatisch geregelt, um beispielsweise Fehlerquoten im eingebauten Belag 6 zu minimieren und die Qualität des eingebauten Belages 6 zu steigern.By means of the
Der Tamper 14 hat das lose vorgelegte Einbaumaterial 5 so stark zu verdichten, dass eine für die Einbaubohle 3 ausreichende Tragfähigkeit geschaffen wird. Nur dann ist gewährleistet, dass die Einbaubohle 3 mit ihrem Glättblech 18 mit einem günstigen Anstellwinkel α schwimmend geschleppt wird. Der Tamperhub H, die Tamperfrequenz F, die Einbaugeschwindigkeit V und der Anstellwinkel α hängen stark voneinander ab. Wird beispielsweise die Einbaugeschwindigkeit V vermindert, wirkt sich dies bei gleichbleibender Tamperfrequenz und Nivellierzylindereinstellung auf die Vorverdichtung des Einbaumaterials aus. Es erhöht sich die Tragfähigkeit des Einbaumaterials, so dass die Einbaubohle 3 weiter aufschwimmt und sich der Anstellwinkel α vermindert. Wird die Einbaugeschwindigkeit hingegen erhöht, ohne die Tamperfrequenz zu erhöhen, verringert sich die Tragfähigkeit des Einbaumaterials und die Einbaubohle baut mit einem größeren Anstellwinkel a, jedoch mit geringerer Belagstärke S ein. Um solche Einflüsse auf die Endqualität des eingebauten Belages 6 zu minimieren oder zu vermeiden, werden erfindungsgemäß durch das Regelsystem 25 zumindest Stellgrößen für das Verdichtungsaggregat 13 bzw. den Tamper 14 in Abhängigkeit der relevanten Prozesse oder Maschinenparameter automatisch gesteuert und geregelt. Insbesondere erfolgt auf diese Weise als Beitrag zur Qualitätssicherung eine gleichbleibende und optimale Verdichtung des Einbaumaterials über die gesamte Einbaubreite der Einbaubohle.The
So wird beispielsweise der Anstellwinkel α mittels des Sensors 29 oder mehrerer in Querrichtung verteilter Sensoren 29 erfasst und an das Regelsystem 25, oder einen dort für speziell diesen Einbauparameter zuständigen Regler, übermittelt, um den Tamperhub H bei einer Änderung des Anstellwinkels α anzupassen, so dass der Anstellwinkel α wieder auf einen optimalen Wert zurückgeführt wird oder sich nicht nennenswert zu ändern vermag, so dass die Soll-Belagstärke S bei gleichbleibend optimaler Vorverdichtung erreicht wird.For example, the angle of incidence α is detected by means of the
Als Nebenaspekt kann der Anstellwinkel α über die Einbaubreite der Einbaubohle 3 variieren. Dann kann das Regelsystem 25 die entsprechende Anpassung des Tamperhubes H für jeden Tamper 14 individuell vornehmen, so dass trotz quer zur Einbaufahrtrichtung variierender Belagstärke S die Verdichtung über die Einbaubreite gleichförmig bleibt.As a secondary aspect, the angle of incidence α can vary over the paving width of the
Unter Berücksichtigung des erfassten Anstellwinkels α oder dessen erfasster Änderungen kann ferner über das Regelsystem 25 der Tamperhub H und die Tamperfrequenz F angepasst werden, und gegebenenfalls zusätzlich eine Verstellung der Nivellierzylinder 10 zusätzlich oder als Alternative zu einer Anpassung der Tamperfrequenz F vorgenommen werden.Taking into account the detected angle of incidence α or its detected changes, the tamper stroke H and the tamper frequency F can also be adjusted via the
Die Anpassung der Tamperfrequenz F kann besonders einfach dadurch vorgenommen werden, dass bei einer Änderung des Tamperhubes H die Tamperfrequenz F automatisch entsprechend einer Kennlinie oder in einem Kennfeld angepasst wird, die bzw. das in das Regelsystem eingegeben oder dort vorhanden ist.The adaptation of the tamper frequency F can be carried out in a particularly simple manner in that when the tamper stroke H changes, the tamper frequency F is automatically adapted in accordance with a characteristic curve or in a characteristic diagram that is entered into the control system or is available there.
Ein maßgeblicher Einbauparameter ist beispielsweise auch die Dichte oder Konsistenz des Einbaumaterials 5. Falls der Straßenfertiger 1 mit einem Sensor 30, wie erwähnt, ausgestattet ist, mittels dessen die Dichte oder Konsistenz des Einbaumaterials erfassbar ist, dann wird der erfasste Wert mit einer Sollvorgabe verglichen, und wird bei einer Abweichung von der Sollvorgabe über das Regelsystem 25 eine Anpassung beispielsweise des Tamperhubes H und/oder der Tamperfrequenz F und/oder der Nivellierzylindereinstellung vorgenommen, derart, dass bei einer Abweichung der erfassten Dichte oder Konsistenz der Anstellwinkel im Wesentlichen beibehalten und die gleiche Verdichtung und Ebenheit und damit Qualität des Belages 6 erreicht werden.A relevant paving parameter is, for example, the density or consistency of the paving
Auch die Einbaugeschwindigkeit V ist ein maßgeblicher Einbauparameter, da bei einer Änderung eine Anpassung des Tamperhubes H und/oder der Tamperfrequenz F und/oder der Nivellierzylindereinstellung, beispielsweise über das automatische Regelsystem 25 erfordert.The paving speed V is also a decisive paving parameter, since in the event of a change the tamper stroke H and / or the tamper frequency F and / or the leveling cylinder setting must be adapted, for example via the
Ein weiterer maßgeblicher Einbauparameter sind die Steifigkeit des Einbaumaterials 5 und/oder dessen Temperatur. Diese Einbauparameter können beispielsweise einzeln oder kombiniert mittels des Sensors 30 oder eines Steifigkeits- und eines Temperatursensors erfasst und an das Regelsystem 25 übermittelt, oder nach Erfassung von einem Bediener an der Sektion 27 eingegeben werden, worauf das Regelsystem, falls durch die erfassten Werte angeraten, den Tamperhub H und/oder die Tamperfrequenz F und/oder die Nivellierzylindereinstellung entsprechend anpasst. Als zusätzliche oder alternative Anpassung kann auch eine Verstellung an den Hubzylindern 28 vorgenommen werden, beispielsweise um die Einbaubohle 3 beim Einbau stärker zu entlasten oder mit Nachdruck in Richtung zum Untergrund 7 zu belasten, wiederum im Hinblick darauf, den Anstellwinkel α so gleichförmig wie möglich zu halten, und die Einbaubohle 3 mit gleichmäßiger Verdichtung des Belages 6 arbeiten zu lassen.Another important installation parameter is the rigidity of the
Im Kern werden durch eine derartige Automatisierung Fehlerquoten und Kosten minimiert und die Qualität verbessert, wobei eine erhebliche Entlastung des oder der Bediener des Straßenfertigers eine automatische aber willkommene Konsequenz dieses Verfahrens ist.Essentially, this type of automation minimizes error rates and costs and improves quality, with considerable relief for the operator or operators of the road finisher being an automatic but welcome consequence of this method.
Claims (11)
- A screed (3) for road pavers (1), comprising a compaction unit (13), particularly a tamper (14) with a tamper bar (14'), that is drivable at cyclical work cycles with selectable stroke (H) and selectable frequency (F) for pre-compacting a pavement (6) made from paving material (5), wherein the tamper (14) comprises a rotatable eccentric shaft (15) with respect to a connecting rod (21) which drives the tamper bar (14') at substantially vertical working cycles, wherein the compaction unit (13) comprises an adjusting mechanism (24) for the remote-controlled adjustment of the stroke (H) of the compaction unit, wherein the adjusting mechanism (24) can be operated hydraulically and/or electrically and/or mechanically during the ongoing paving work, wherein an automatic control system (25) is provided which is operatively connected to the adjusting mechanism (24), and into which paving parameters, such as the paving speed (V) and/or the pavement thickness (S) as well as a target precompaction degree producible by the compaction unit, can be entered or in which said parameters can be stored,
characterized in thatA. the adjusting mechanism (24) is arranged between the rotatingly drivable eccentric shaft (15) in the screed (3) and an eccentric bush (23) which is rotatable on the eccentric shaft (15) in a connecting rod (21) driving the tamper bar (14) at substantially vertical work cycles, in such a manner that the stroke (H) of the tamper bar (14) is adjustable by a relative rotational adjustment between the eccentric bush (23) and the eccentric shaft (15), wherein in the eccentric shaft (15) a driver (28) which is axially adjustable, preferably electrically and/or hydraulically and/or mechanically adjustable, is supported in a rotationally fixed manner, the driver (28) engaging into a thread-like guide path (31) of the eccentric bush (23) which is rotatably supported on the eccentric shaft (15), orB. the adjusting mechanism (24) is arranged between the rotatingly drivable eccentric shaft (15) in the screed (3) and an eccentric bush (23) which is arranged on the eccentric shaft (15) in a rotationally fixed manner and is displaceable in a direction transverse to the axis of the eccentric shaft (15) and is rotatable in a connecting rod (21) driving the tamper bar (14), in such a manner that the stroke (H) is adjustable by a transverse displacement of the eccentric bush (23) relative to the eccentric shaft (15), orC. the adjusting mechanism (24) is arranged between a bearing block (16') supporting the rotatingly driven eccentric shaft (15) and an adjusting lever (50) which is articulated to a connecting rod (21) driving the tamper bar (14) and is adjustable in the bearing block (16'), the adjusting lever (50) and the one push rod (48) drivable by the eccentric shaft (15) being coupled with the connecting rod (21) in a joint articulation axis (49), and wherein the bearing block (16') has a straight or arcuate guide path (52) which is engaged by an adjusting-lever pivot abutment (51) which is movable by means of the adjusting mechanism (24) along the guide path (52), and that the direction of extension of the guide path oriented in a direction transverse to the eccentric shaft (15) is at least approximately oriented towards the axis of the eccentric shaft (15). - The screed according to claim 1, characterized in that the control system (25) comprises at least one characteristic curve depending on paving parameters for automatically adjusting the stroke (H) in response to the paving parameters, and the control system (25) comprises a characteristic map depending on paving parameters for automatically adjusting the stroke (H) and the frequency (F) of the work cycles of the compaction unit in response to paving parameters.
- The screed according to claim 1, characterized in that an axially electrically and/or hydraulically and/or mechanically, movable adjusting mechanism (33) is arranged in a rotationally fixed manner in the eccentric shaft (15), the adjusting mechanism (33) comprising a rotary type step switching mechanism (35, 36, 34, 37) cooperating with the eccentric bush (23) that is rotatably supported on the eccentric shaft (15).
- The screed according to claim 1, characterized in that the eccentric shaft (15) and the eccentric bush (23) rotatably arranged on the eccentric shaft (32) have provided thereinbetween a clamping mechanism (39, 42) which couples the eccentric bush (23) in a force-fit and/or friction-fit and/or form-fit manner in a rotationally fixed way with the eccentric shaft (15) and that the clamping mechanism is temporarily movable into a release position by an axial release mechanism (41) which is supported in the screed (3), in which release position the coupling between the eccentric shaft (15) and the eccentric bush (23) is decoupled and the eccentric shaft (15) and the eccentric bush (23) are rotatable relative to each other.
- The screed according to claim 1, characterized in that the eccentric shaft (15) and the transversely adjustable eccentric bush (23), which is coupled with the eccentric shaft (15) in a rotationally fixed manner, have provided thereinbetween guide blocks (44) which are adjustable in a direction transverse to the eccentric shaft (15) by means of at least one control rod (46, 46') which is guided in the eccentric shaft (15) in an axially shiftable manner and which are each equipped with an inclined guide surface (45, 47').
- The screed according to claim 5, characterized in that the inclined guide surface (45 and 47', respectively) abuts in an axially movable manner on an inclined ramp (47, 47') either in the eccentric bush (23) or on the control rod (46, 46').
- The screed according to claim 1, characterized in that the guide path (52) is arranged in relation to the axis of the eccentric shaft (15) and the articulation axis (49) on the connection rod (21) in such a manner that a lower dead center of the work cycle of the tamper bar (14) connected to the connecting rod (21) remains stationary independently of the adjustment of the pivot abutment (51) of the adjusting lever (50) along the guide path (52) in relation to a sole plate (18) mounted on a frame (17) of the screed (3) that is carrying the bearing block (16').
- The screed according to claim 1, characterized in that a setting angle (α) and/or pavement thickness (S) respectively varying over the pave width of the screed (3) in transverse direction is/are sensed and at least the stroke (H) can be adapted individually over the pave width to the transverse variation of the setting angle (α) and/or the pavement thickness (S).
- A road paver (1) comprising at least one screed (3) according to one of the previous claims mounted on traction bars (8), characterized in that said traction bars (8) being articulated to the road paver and the articulation points (9) thereof being vertically adjustable with leveling cylinders (10), wherein a computerized control system (25) is provided for automatically adjusting at least the stroke (H) of the tamper (14) in response to at least one paving parameter by means of control variables generated by the control system (25) and implemented by actuators, wherein the stroke (H) of the compaction unit (13) is automatically by means of the control unit (25) adjustable during the ongoing paving work in response to detected changes of at least the paving speed (V) and/or the pavement thickness (S), in such a manner that the precompaction in the pavement (6) is constant at least substantially independently of changes in the pavement thickness (S) and/or the paving speed (V).
- The road paver according to claim 9, characterized in that sensors (29, 37, 30), preferably a plurality of sensors distributed in or transverse to the paving travel direction, are provided on the road paver (1) and/or the screed (3) and/or the bars (8) for sensing actual paving parameters, such as the setting angle (α) of the screed (3), and are coupled with the control system (25).
- The road paver according to claim 9, characterized in that on the road paver (1) and/or the screed (3) an input and display section (27) is provided on the control system (25) or on a machine controller coupled with the control system (25) for additionally or alternatively setting control variables for at least the stroke (H) and/or the frequency (F), preferably also the setting angle (α).
Priority Applications (10)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP10002895.0A EP2325392B1 (en) | 2009-11-20 | 2010-03-18 | Method for laying a road paving and paving screed |
PL16189023T PL3138961T3 (en) | 2009-11-20 | 2010-03-18 | Paving screed |
PL10002895T PL2325392T3 (en) | 2009-11-20 | 2010-03-18 | Method for laying a road paving and paving screed |
EP18169491.0A EP3375936B1 (en) | 2009-11-20 | 2010-03-18 | Paving screed for paver |
PL18169491T PL3375936T3 (en) | 2009-11-20 | 2010-03-18 | Paving screed for paver |
EP16189023.1A EP3138961B1 (en) | 2009-11-20 | 2010-03-18 | Paving screed |
JP2010254617A JP5785382B2 (en) | 2009-11-20 | 2010-11-15 | Method of laying pavement, screed, and road paved vehicle |
US12/949,889 US8998530B2 (en) | 2009-11-20 | 2010-11-19 | Method for laying down a pavement, a screed and a road paver |
CN201010552930XA CN102071635B (en) | 2009-11-20 | 2010-11-22 | Method for laying down a pavement, a screed and a road paver |
US14/542,326 US9790648B2 (en) | 2009-11-20 | 2014-11-14 | Method for laying down a pavement, a screed and a road paver |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP09014516 | 2009-11-20 | ||
EP10002895.0A EP2325392B1 (en) | 2009-11-20 | 2010-03-18 | Method for laying a road paving and paving screed |
Related Child Applications (4)
Application Number | Title | Priority Date | Filing Date |
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EP16189023.1A Division-Into EP3138961B1 (en) | 2009-11-20 | 2010-03-18 | Paving screed |
EP16189023.1A Division EP3138961B1 (en) | 2009-11-20 | 2010-03-18 | Paving screed |
EP18169491.0A Division EP3375936B1 (en) | 2009-11-20 | 2010-03-18 | Paving screed for paver |
EP18169491.0A Division-Into EP3375936B1 (en) | 2009-11-20 | 2010-03-18 | Paving screed for paver |
Publications (3)
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EP2325392A2 EP2325392A2 (en) | 2011-05-25 |
EP2325392A3 EP2325392A3 (en) | 2014-10-15 |
EP2325392B1 true EP2325392B1 (en) | 2020-09-30 |
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Family Applications (3)
Application Number | Title | Priority Date | Filing Date |
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EP18169491.0A Active EP3375936B1 (en) | 2009-11-20 | 2010-03-18 | Paving screed for paver |
EP10002895.0A Active EP2325392B1 (en) | 2009-11-20 | 2010-03-18 | Method for laying a road paving and paving screed |
EP16189023.1A Active EP3138961B1 (en) | 2009-11-20 | 2010-03-18 | Paving screed |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
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EP18169491.0A Active EP3375936B1 (en) | 2009-11-20 | 2010-03-18 | Paving screed for paver |
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EP16189023.1A Active EP3138961B1 (en) | 2009-11-20 | 2010-03-18 | Paving screed |
Country Status (5)
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US (2) | US8998530B2 (en) |
EP (3) | EP3375936B1 (en) |
JP (1) | JP5785382B2 (en) |
CN (1) | CN102071635B (en) |
PL (3) | PL2325392T3 (en) |
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DE10155507B4 (en) * | 2001-11-13 | 2005-10-06 | Abg Allgemeine Baumaschinen-Gesellschaft Mbh | Finisher for the bottom-side installation of layers for roads od. Like. |
CA2515660A1 (en) * | 2004-08-11 | 2006-02-11 | Dirk Heims | Vibratory paving screed for a paver |
DE102006046250A1 (en) * | 2006-09-28 | 2008-04-03 | Dynapac Gmbh | Screed for a road paver |
JP2008106514A (en) * | 2006-10-25 | 2008-05-08 | Sumitomo (Shi) Construction Machinery Manufacturing Co Ltd | Road paving machine with function of coping with different pavement thickness |
JP5008599B2 (en) * | 2008-04-14 | 2012-08-22 | 株式会社Nippo | Paving body edge compaction device |
JP3150927U (en) * | 2009-03-19 | 2009-06-04 | 木村 貢 | Asphalt finisher tamper equipment |
EP2325391B1 (en) * | 2009-11-20 | 2013-03-20 | Joseph Vögele AG | Tamper with variable stroke |
EP2905378B1 (en) * | 2014-02-07 | 2016-09-21 | Joseph Vögele AG | Tamping device |
-
2010
- 2010-03-18 EP EP18169491.0A patent/EP3375936B1/en active Active
- 2010-03-18 EP EP10002895.0A patent/EP2325392B1/en active Active
- 2010-03-18 PL PL10002895T patent/PL2325392T3/en unknown
- 2010-03-18 PL PL16189023T patent/PL3138961T3/en unknown
- 2010-03-18 PL PL18169491T patent/PL3375936T3/en unknown
- 2010-03-18 EP EP16189023.1A patent/EP3138961B1/en active Active
- 2010-11-15 JP JP2010254617A patent/JP5785382B2/en active Active
- 2010-11-19 US US12/949,889 patent/US8998530B2/en active Active
- 2010-11-22 CN CN201010552930XA patent/CN102071635B/en active Active
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2014
- 2014-11-14 US US14/542,326 patent/US9790648B2/en active Active
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US3545349A (en) * | 1968-08-01 | 1970-12-08 | Hans Gert Otterman | Self-propelling paving machine |
Also Published As
Publication number | Publication date |
---|---|
EP3375936B1 (en) | 2021-08-11 |
PL2325392T3 (en) | 2021-05-31 |
CN102071635B (en) | 2013-04-03 |
PL3138961T3 (en) | 2019-03-29 |
US20110123267A1 (en) | 2011-05-26 |
JP2011106261A (en) | 2011-06-02 |
EP2325392A2 (en) | 2011-05-25 |
US8998530B2 (en) | 2015-04-07 |
CN102071635A (en) | 2011-05-25 |
EP3138961A1 (en) | 2017-03-08 |
JP5785382B2 (en) | 2015-09-30 |
EP3138961B1 (en) | 2018-08-22 |
EP3375936A1 (en) | 2018-09-19 |
PL3375936T3 (en) | 2022-01-10 |
EP2325392A3 (en) | 2014-10-15 |
US20150139730A1 (en) | 2015-05-21 |
US9790648B2 (en) | 2017-10-17 |
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