FIELD OF THE INVENTION
[0001] The present invention relates to asphalt pavement constructing machines provided
with at least one compacting surface vibrated at one or more frequencies selected
to prevent asphalt adhering to the compacting surface.
BACKGROUND OF THE INVENTION
[0002] The formation of asphalt pavement topically involves a number of asphalt pavement
constructing machines. An asphalt paver typically receives, deposits, and performs
at least a partial compaction of the asphalt mix to form a freshly laid asphalt pavement,
After initial compaction by the asphalt paver, a compactor, such as, a roller or drum
compactor, is topically used for final compaction and finishing of the freshly laid
asphalt pavement. During both laying and compaction, adherence of asphalt to the compacting
surfaces of the paver and/or compactor may damage the asphalt pavement and generate
surface impressions in the top surface of the pavement as the asphalt is compacted,
thus, leading to costly repair and delays for the paving contractor. Accordingly,
systems have been devised to prevent this occurrence.
[0003] With respect to pavers, the current practice for preventing adherence of asphalt
involves heating the compacting surface(s), which is typically located on the underside
of a screed (or screed plate), to several hundred degrees Fahrenheit. Since it is
difficult to heat the screed uniformly, often times the uneven heating will cause
the compacting surface to deform, which, in turn, results in an uneven contour of
the asphalt pavement and a top surface that has slight depressions. Additionally,
large amounts of energy are required for the screed to be preheated, which can take
as long as 20 minutes before work can be performed. Furthermore, since the top of
the screed typically functions as a working platform for workers, the thermal radiation
generated during this process produces an uncomfortably hot working environment.
[0004] With respect to compactors, the current practice for preventing adherence of asphalt
involves water spray systems. Scrapers are also used, but only to remove asphalt after
it adheres to the compacting surfaces of the roller and, accordingly, after impressions
have already been left in the top surface of the pavement. In addition to generating
undesirable cooling of the asphalt pavement, water spray systems are large and bully.
In order to be effective, the water must coat the entire compacting surface of the
roller, which may be difficult for a number of reasons, including wind and clogged
nozzles. This system also requires numerous components, including large thanks of
water that must constantly be refilled, filters that must be checked, and pumps that
must operate correctly at all times. In order to ensure complete water coverage frequent
inspection and repair is common.
[0005] According to its abstract,
US 2003/0223816 A1 discloses a controller for use in a vibratory mechanism includes an amplitude control
circuit that generates an amplitude control signal that varies from a minimum value
to a maximum value. The vibratory mechanism is adapted to vibrate at an amplitude
based on an amplitude control signal characteristic. Additionally, the controller
includes a frequency control circuit that is operatively coupled to the amplitude
control-circuit to produce a frequency control signal that varies based on the amplitude
control signal characteristic.
[0006] The present invention relates to asphalt pavement constructing machines provided
with a compacting surface vibrated at one or more frequencies selected to prevent
asphalt mix adhering to the compacting surface.
SUMMARY OF THE INVENTION
[0007] According to one aspect of the present invention, an asphalt pavement constructing
machine comprises an asphalt compacting surface and at least one exciter that vibrates
the compacting surface at one or more frequencies equal to or greater than about 100
Hz to prevent asphalt adhering to the compacting surface.
[0008] According to another aspect of the present invention, a method for operating an asphalt
pavement constructing machine provided with a compacting surface comprises the steps
of using the compacting surface to compact asphalt mix on a paving surface during
an asphalt pavement formation operation and using at least one exciter to vibrate
the compacting surface at one or more frequencies equal to or greater than about 100
Hz to prevent the asphalt mix from adhering to the compacting surface.
BRIEF DESCRIPTION OF THE DRAWINGS
[0009]
FIG. 1 illustrates a side view of an asphalt pavement constructing machine according
to one embodiment.
FIG. 2 illustrates a compacting surface according to one embodiment.
FIG. 3 illustrates a side view of an asphalt pavement constructing machine according
to another embodiment.
FIG. 4 illustrates compacting surfaces according to one embodiment.
DETAILED DESCRIPTON OF THE INVENTION
[0010] Turning now to FIG. 1, an asphalt pavement constructing machine according to one
embodiment is depicted, As shown, the asphalt pavement constructing machine is a paver
15 configured to receive, deposit, and partially compact asphalt mix 5 and form an
asphalt pavement 7 on top of a paving surface 6. As shown therein the paver 15 may
be provided with an asphalt hopper 20, an asphalt conveyor 25, an asphalt spreader
30, a screed 40 supported by tow arms, as at 43, and an asphalt compacting surface
45.
[0011] Those of ordinary skill in the art will appreciate that during a paving operation,
asphalt mix 5 is typically loaded onto the paver 15 and temporarily held in an asphalt
hopper, such as asphalt hopper 20. Those of ordinary skilled in the art will also
appreciate that during a paving operation, one or more asphalt conveyors, such as
asphalt conveyor 25, typically transport the asphalt mix 5 from the asphalt hopper
20 and deposit it on a paving surface, such as paving surface 6, whereat one or more
asphalt spreaders, such as asphalt spreader 30, which may be in the form of one or
more augers, as shown, spread the asphalt mix 5 on the paving surface 6 in a direction
that is lateral with respect to a direction of travel of the paver 15. Those of ordinary
skill in the art will appreciate that the asphalt mix 5 is compacted after the asphalt
mix 5 is deposited on the paving surface 6 and literally distributed on the paving
surface 6 by the asphalt spreader 30.
[0012] As shown in FIG. 1, the paver 15 is provided with at least one asphalt compacting
surface, such as for example, asphalt compacting surface 45, which compacts the asphalt
mix 5 to form an asphalt pavement 7 on the paving surface 6. As shown in the present
embodiment, the asphalt compacting surface 45 is a generally flat surface located
on the underside 41 of a screed 40, which may be provided with a work platform 42
whereupon workers may stand. Those of ordinary skill in the art will appreciate that
as the paver 15 travels along the paving surface 6, for example by a track assembly
or wheels, as at 16, the asphalt compacting surface 45 exerts a compressive force
on the deposited asphalt mix 5 to smooth and at least partially compact the asphalt
mix 5, whereby a freshly laid asphalt pavement 7 is formed on the paving surface 6.
[0013] According to the invention, the asphalt compacting surface 45 is vibrated at one
or more frequencies equal to or greater than about 100 Hz to prevent asphalt adhering
to the asphalt compacting surface 45 as the asphalt mix 5 is compacted by the asphalt
compacting surface 45.
[0014] Tuniing now to FIGS, 1 and 2, as shown, the paver 15 includes one or more exciters
50, including for example electromagnetic, as at 50a (FIG. 2) piezoelectric, as at
50a' (FIG. 4), or hydraulic exciters, as at 50a" (FIG. 4), that vibrate the asphalt
compacting surface 45 at one or more frequencies selected to prevent asphalt adhering
to the asphalt compacting surface 45 as the asphalt mix 5 is contacted by the asphalt
compacting surface 45. Those of ordinary skill in the art appreciate that it is within
the scope of the present invention to utilize any number of exciters 50 and to distribute
the exciters with respect to the asphalt compacting surface 45 in any manner that
excites the asphalt compacting surface 45 in a manner that prevents asphalt from adhering
to the asphalt compacting surface 45. In FIGS. 1 and 2, for example, a plurality of
exciters 50 are shown located within the screed 40, whereby the asphalt compacting
surface 45 is vibrated indirectly by the exciters 50. As shown in FIG. 2, one or more
electronics ! 00 may be used to drive the exciters 50 and control the frequency of
vibration(s) generated by the exciters 50.
[0015] Turning now to FIG. 3, an asphalt pavement constructing machine according to another
embodiment is depicted. As shown therein, the asphalt pavement constructing machine
is a rolling compactor 60 that may be used for final compaction of pavement 7. As
shown in FIG. 3, the rolling compactor 60 is provided with first and second rollers
61, 62. According to one aspect of the present invention, the rollers 61, 62 propel
the rolling compactor 60 along the pavement 7. According to another aspect of the
present embodiment, the rollers 61, 62 are configured to perform a final compaction
of the pavement 7, According to yet another aspect of the present embodiment, the
rollers 61, 62 may be used to provide the pavement 7 with a generally smooth finished
top surface 7a.
[0016] As shown in FIG. 3, the rolling compactor is provided with asphalt compacting surfaces
63, 64 that are cylindrical in shape and located on the outer circumferential surface
of the rollers 61, 62 that propel the rolling compactor 60 along the pavement 7. Those
of ordinary skill in the art will appreciate that as the rollers 61, 62 propel the
rolling compactor 60 along the pavement 7 that the asphalt compacting surfaces 63,
64 exert a heavy compacting force on the pavement 7. Those of ordinary skill in the
art will appreciate that the heavy compacting force exerted by the asphalt compacting
surfaces 63, 64 compacts the pavement 7. Those of ordinary skill in the art will appreciate
that the heavy compacting force exerted by the asphalt compacting surfaces 63, 64
preferably provide the pavement 7 with a generally smooth finished top surface 7a.
[0017] According to one aspect of the present embodiment, the asphalt compacting surfaces
63, 64 are vibrated at one or more frequencies. According to another aspect of the
present embodiment, the asphalt compacting surfaces 63, 64 are vibrated at one or
more frequencies to prevent asphalt adhering to the asphalt compacting surfaces 63,
64 as the pavement 7 is compacted by the asphalt compacting surfaces 63, 64.
[0018] Turning now back to FIG. 3, as shown the rolling compactor 60 includes a plurality
of exciters 50', including, for example electromagnetic, as at 50a fig, 2) piezoelectric,
as at 50a' (FIG. 4), or hydraulic exciters, as at 50a" (FIG. 4), that vibrate the
asphalt compacting surfaces 63, 64 at one or more frequencies selected to prevent
asphalt adhering to the asphalt compacting surfaces 63, 64 as the freshly laid pavement
7' is compacted by the asphalt compacting surfaces 63, 64. Those of ordinary skill
in the art will appreciate that it is within the scope of the present invention to
utilize any number of exciters 50' and to distribute the exciters with respect to
the asphalt compacting surfaces 63, 64 in any manner that excites the asphalt compacting
surfaces 63, 64. In FIGS. 3 and 4, for example, a plurality of exciters 50' are shown
located within the rollers 61, 62, whereby the asphalt compacting surfaces 63, 64
are vibrated indirectly by the exciters 50, such as, for example, by placing the exciters
50 in direct contact with an inner cylindrical surface 61a, 62a of the rollers 61,
62. As shown in FIG. 2, one or more electronics 100' may be used to drive the exciters
50' and control the frequency of vibration(s) generated by the exciters 50' .
[0019] Advantageously, by employing vibrations at frequencies in excess of the frequencies
used for compacting efficiency, i.e. frequencies in excess of about 70 Hz, compaction
efficiency will not be degraded. While those of ordinary skill in the art will appreciate
that an optimal frequency may be deduced from empirical observation, according to
the invention the frequency vibration is substantially equal to or greater than about
100 Hz. According to yet another aspect of the present embodiments, the frequency
vibration may be substantially equal to or greater than about 1 kHz. According to
another aspect of the present embodiments the frequency of vibration may be in the
ultrasonic range and substantially equal to or greater than about 20 kHz.
[0020] Advantageously, the principals of the aforementioned embodiments may be utilized
in conjunction with currently known systems, i.e. heating, scrapers, as at 80, 81
(FIG. 3), or water systems, for preventing asphalt adherence or may obviate the use
of one or more currently known systems. Advantageously, by controlling the frequency
of vibration, the adherence of asphalt to the asphalt compacting surfaces on asphalt
pavement constructing machines, including, for example, the asphalt compacting surface
45 on paver 15 or asphalt compacting surfaces 63, 64 on the rolling compactor 60,
may be prevented
[0021] The detailed descriptions of the above embodiments are not exhaustive descriptions
of all embodiments contemplated by the inventors to be within the scope of the invention.
The present description depicts specific examples to teach those skilled in the art
how to make and use the best mode of the invention. Those skilled in the art will
appreciate variations from these examples that tall within the scope of the invention.
Those of ordinary skill it the art will also appreciate that some conventional aspects
have been simplified or omitted.
1. An asphalt pavement constructing machine (15; 60), comprising:
an asphalt compacting surface (45; 63, 64); characterized in at least one exciter (50; 50') that vibrates the compacting surface at one or more
frequencies equal to or greater than about 100 Hz to prevent asphalt mix adhering
to the compacting surface.
2. The asphalt pavement constructing machine according to claim 1, wherein:
the asphalt compacting machine is a rolling compactor (60) provided with the asphalt
compacting surface (63, 64) and another asphalt compacting surface (63, 64);
at least one other exciter (50') vibrates the another compacting surface at an frequency
equal to or greater than about 100 Hz to prevent asphalt mix adhering to the another
compacting surface (63, 64); and
the asphalt compacting surfaces (63, 64) are cylindrical and located on first and
second rollers (61, 62) that propel the rolling compactor (60).
3. The asphalt pavement constructing machine according to claim 1, wherein:
the asphalt compacting machine is an asphalt paver (15) provided with an asphalt hopper
(20), an asphalt conveyor (25), an asphalt spreader (30), and a screed (40);
and
the asphalt compacting surface is a generally flat surface located on the underside
of the screed (40).
4. The asphalt pavement constructing machine according to claim 1, wherein the at least
one exciter (50; 50') vibrates the compacting surface at one or more frequencies substantially
equal to or greater than 1 kHz, preferably equal to or greater than 20 kHz, to prevent
asphalt mix adhering to the compacting surface.
5. The asphalt pavement constructing machine according to claim 1, wherein the at least
one exciter is a piezoelectric exciter (50a').
6. The asphalt pavement constructing machine according to claim 1, wherein the at least
one exciter is an electromagnetic exciter (50a).
7. The asphalt pavement constructing machine according to claim 1 wherein the at least
one exciter is a hydraulic exciter (50a").
8. A method for operating an asphalt pavement constructing machine (15; 60) provided
with a compacting surface (45; 63, 64), the method comprising the steps of:
using the compacting surface (45; 63, 64) to compact asphalt mix on a paving surface
during an asphalt pavement formation operation;
characterized by
using at least one exciter (50; 50') to vibrate the compacting surface at one or more
frequencies equal to or greater than about 100 Hz to prevent the asphalt mix from
adhering to the compacting surface.
9. The method according to claim 8, wherein:
the asphalt compacting machine is a rolling compactor (60) provided with the asphalt
compacting surface (63, 64) and another asphalt compacting surface (63, 64);
the asphalt compacting surfaces (63, 64) are cylindrical and located on first and
second rollers (61, 62) that propel the rolling compactor (60); and
the method further comprising the step of using at least one other exciter (50') to
vibrate the another compacting surface (63, 64) at one or more frequencies equal to
or greater than about 100 Hz to prevent the asphalt mix adhering to the another compacting
surface.
10. The method according to claim 8, wherein the asphalt compacting machine is a paver
(15) provided with an asphalt hopper (20), an asphalt conveyor (25), an asphalt spreader
(30), and a screed (40) and the asphalt compacting surface is a generally flat surface
located on the underside of the screed, the method further comprising the steps of:
using the asphalt hopper (20) to receive asphalt mix;
using the conveyor (25) to deliver the asphalt mix to the auger;
using the auger to spread the asphalt mix on a paving surface; and
using the compacting surface (45) to compact the asphalt mix, whereby an asphalt pavement
is provided on the paving surface.
11. The method according to claim 8, wherein the step of using the at least one exciter
to vibrate the compacting surface includes the step of using the at least one exciter
to vibrate the compacting surface at one or more frequencies substantially equal to
or greater than 1 kHz, preferably equal to or greater than 20 kHz.
12. The method according to claim 8, wherein the at least one exciter is a piezoelectric
exciter (50a').
13. The method according to claim 8, wherein the at least one exciter is an electro-magnetic
exciter (50a).
14. The method according to claim 8, wherein the at least one exciter is a hydraulic exciter
(50a").
1. Asphaltstraßenbelag-Baumaschine (15; 60), umfassend:
eine Asphaltverdichtungsfläche (45; 63, 64), dadurch gekennzeichnet, dass wenigstens ein Erreger (50; 50'), der die Verdichtungsfläche mit einer oder mehreren
Frequenzen, die gleich oder größer als ungefähr 100 Hz sind, in Vibration versetzt,
um zu verhindern, dass Asphaltmischung an der Verdichtungsfläche haftet.
2. Asphaltstraßenbelag-Baumaschine nach Anspruch 1, wobei:
die Asphaltverdichtungsmaschine ein Rollverdichter (60) ist, der mit der Asphaltverdichtungsfläche
(63, 64) und einer weiteren Asphaltverdichtungsfläche (63, 64) versehen ist;
wenigstens ein weiterer Erreger (50') eine weitere Verdichtungsfläche mit einer Frequenz,
die gleich oder größer als ungefähr 100 Hz ist, in Vibration versetzt, um zu verhindern,
dass Asphaltmischung an der weiteren Verdichtungsfläche (63, 64) haftet; und
die Asphaltverdichtungsflächen (63, 64) zylindrisch sind und an einer ersten und einer
zweiten Rolle (61, 62) angeordnet sind, die den Rollverdichter (60) antreiben.
3. Asphaltstraßenbelag-Baumaschine nach Anspruch 1, wobei:
die Asphaltverdichtungsmaschine ein Asphaltfertiger (15) ist, der mit einem Asphalttrichter
(20), einem Asphaltförderer (25), einem Asphaltstreuer (30) und einer Bohle (40) versehen
ist; und
die Asphaltverdichtungsfläche eine insgesamt flache Fläche ist, die an der Unterseite
der Bohle (40) angeordnet ist.
4. Asphaltstraßenbelag-Baumaschine nach Anspruch 1, wobei der wenigstens eine Erreger
(50; 50') die Verdichtungsfläche mit einer oder mehreren Frequenzen, die im Wesentlichen
gleich oder größer als 1 kHz, bevorzugt gleich oder größer als 20 kHz sind, in Vibration
versetzt, um zu verhindern, dass Asphaltmischung an der Verdichtungsfläche haftet.
5. Asphaltstraßenbelag-Baumaschine nach Anspruch 1, wobei der wenigstens eine Erreger
ein piezoelektrischer Erreger (50a') ist.
6. Asphaltstraßenbelag-Baumaschine nach Anspruch 1, wobei der wenigstens eine Erreger
ein elektromagnetischer Erreger (50a) ist.
7. Asphaltstraßenbelag-Baumaschine nach Anspruch 1, wobei der wenigstens eine Erreger
ein hydraulischer Erreger (50a") ist.
8. Verfahren zum Betreiben einer Asphaltstraßenbelag-Baumaschine (15; 60), die mit einer
Verdichtungsfläche (45; 63, 64) versehen ist, wobei das Verfahren die Schritte umfasst:
Verwenden der Verdichtungsfläche (45; 63, 64) zum Verdichten einer Asphaltmischung
auf einer Straßenbelagoberfläche während eines Asphaltstraßenbelagbildungsvorgangs;
dadurch gekennzeichnet, dass
wenigstens ein Erreger (50; 50') verwendet wird, um die Verdichtungsfläche mit einer
oder mehreren Frequenzen, die gleich oder größer als ungefähr 100 Hz sind, in Vibration
zu versetzen, um zu verhindern, dass die Asphaltmischung an der Verdichtungsfläche
haftet.
9. Verfahren nach Anspruch 8, wobei:
die Asphaltverdichtungsmaschine ein Rollverdichter (60) ist, der mit der Asphaltverdichtungsfläche
(63, 64) und einer weiteren Asphaltverdichtungsfläche (63, 64) versehen ist;
die Asphaltverdichtungsflächen (63, 64) zylindrisch sind und an einer ersten und einer
zweiten Rolle (61, 62) angeordnet sind, die den Rollverdichter (60) antreiben; und
das Verfahren weiterhin den Schritt umfasst, wenigstens einen weiteren Erreger (50')
zu verwenden, um die weitere Verdichtungsfläche (63, 64) mit einer oder mehreren Frequenzen,
die gleich oder größer als ungefähr 100 Hz sind, in Vibration zu versetzen, um zu
verhindern, dass die Asphaltmischung an der weiteren Verdichtungsfläche haftet.
10. Verfahren nach Anspruch 8, wobei die Asphaltverdichtungsmaschine ein Fertiger (15)
ist, der mit einem Asphalttrichter (20), einem Asphaltförderer (25), einem Asphaltstreuer
(30) und einer Bohle (40) versehen ist, und die Asphaltverdichtungsfläche eine insgesamt
flache Fläche ist, die an der Unterseite der Bohle angeordnet ist, wobei das Verfahren
weiterhin die Schritte umfasst:
Verwenden des Asphalttrichters (20) zur Aufnahme der Asphaltmischung;
Verwenden des Förderers (25), um die Asphaltmischung der Schnecke zuzuführen;
Verwenden der Schnecke, um die Asphaltmischung auf einer Straßenbelagsfläche zu verteilen;
und
Verwenden der Verdichtungsfläche (45) zum Verdichten der Asphaltmischung, wodurch
ein Asphaltstraßenbelag auf der Straßenbelagfläche erzeugt wird.
11. Verfahren nach Anspruch 8, wobei der Schritt des Verwendens des wenigstens einen Erregers,
um die Verdichtungsfläche in Vibration zu versetzen, den Schritt des Verwendens des
wenigstens einen Erregers umfasst, um die Verdichtungsfläche mit einer oder mehreren
Frequenzen, die im Wesentlichen gleich oder größer als 1 kHz, bevorzugt gleich oder
größer als 20 kHz sind, in Vibration zu versetzen.
12. Verfahren nach Anspruch 8, wobei der wenigstens eine Erreger ein piezoelektrischer
Erreger (50a') ist.
13. Verfahren nach Anspruch 8, wobei der wenigstens eine Erreger ein elektromagnetischer
Erreger (50a) ist.
14. Verfahren nach Anspruch 8, wobei der wenigstens eine Erreger ein hydraulischer Erreger
(50a") ist.
1. Machine de construction de revêtement d'asphalte (15; 60), comprenant :
une surface de compactage d'asphalte (45 ; 63, 64) ; caractérisée par
au moins un excitateur (50 ; 50') qui fait vibrer la surface de compactage à une ou
plusieurs fréquence(s) supérieure(s) ou égale(s) à environ 100 Hz pour empêcher un
mélange d'asphalte d'adhérer à la surface de compactage.
2. Machine de construction de revêtement d'asphalte selon la revendication 1, dans laquelle
:
la machine de compactage d'asphalte est un compacteur roulant (60) muni de la surface
de compactage d'asphalte (63, 64) et d'une autre surface de compactage d'asphalte
(63, 64) ;
au moins un autre excitateur (50') fait vibrer l'autre surface de compactage à une
fréquence supérieure ou égale à environ 100 Hz pour empêcher un mélange d'asphalte
d'adhérer à l'autre surface de compactage (63, 64) ; et
les surfaces de compactage d'asphalte (63, 64) sont cylindriques et situées sur des
premier et deuxième rouleaux (61, 62) qui propulsent le compacteur roulant (60).
3. Machine de construction de revêtement d'asphalte selon la revendication 1, dans laquelle
:
la machine de compactage d'asphalte est une asphalteuse (15) munie d'une trémie d'asphalte
(20), d'un transporteur d'asphalte (25), d'une épandeuse d'asphalte (30) et d'une
règle (40) ; et
la surface de compactage d'asphalte est une surface généralement plate située sur
la face inférieure de la règle (40).
4. Machine de construction de revêtement d'asphalte selon la revendication 1, dans laquelle
l'au moins un excitateur (50 ; 50') fait vibrer la surface de compactage à une ou
plusieurs fréquence(s) essentiellement supérieure(s) ou égale(s) à 1 kHz, de préférence
supérieure(s) ou égale(s) à 20 kHz, pour empêcher un mélange d'asphalte d'adhérer
à la surface de compactage.
5. Machine de construction de revêtement d'asphalte selon la revendication 1, dans laquelle
l'au moins un excitateur est un excitateur piézoélectrique (50a').
6. Machine de construction de revêtement d'asphalte selon la revendication 1, dans laquelle
l'au moins un excitateur est un excitateur électromagnétique (50a).
7. Machine de construction de revêtement d'asphalte selon la revendication 1, dans laquelle
l'au moins un excitateur est un excitateur hydraulique (50a").
8. Procédé pour faire fonctionner une machine de construction de revêtement d'asphalte
(15 ; 60) munie d'une surface de compactage (45 ; 63, 64), le procédé comprenant les
étapes qui consistent :
à utiliser la surface de compactage (45 ; 63, 64) pour compacter un mélange d'asphalte
sur une surface de revêtement pendant une opération de formation de revêtement d'asphalte
;
caractérisé par le fait
d'utiliser au moins un excitateur (50 ; 50') pour faire vibrer la surface de compactage
à une ou plusieurs fréquence(s) supérieure(s) ou égale(s) à environ 100 Hz pour empêcher
le mélange d'asphalte d'adhérer à la surface de compactage.
9. Procédé selon la revendication 8, dans lequel :
la machine de compactage d'asphalte est un compacteur roulant (60) muni de la surface
de compactage d'asphalte (63, 64) et d'une autre surface de compactage d'asphalte
(63, 64) ;
les surfaces de compactage d'asphalte (63, 64) sont cylindriques et situées sur des
premier et deuxième rouleaux (61, 62) qui propulsent le compacteur roulant (60) ;
et
le procédé comprenant en outre l'étape qui consiste à utiliser au moins un autre excitateur
(50') pour faire vibrer l'autre surface de compactage (63, 64) à une ou plusieurs
fréquence(s) supérieure(s) ou égale(s) à environ 100 Hz pour empêcher le mélange d'asphalte
d'adhérer à l'autre surface de compactage.
10. Procédé selon la revendication 8, dans lequel la machine de compactage d'asphalte
est une asphalteuse (15) munie d'une trémie d'asphalte (20), d'un transporteur d'asphalte
(25), d'une épandeuse d'asphalte (30), et d'une règle (40) et la surface de compactage
d'asphalte est une surface généralement plate située sur la face inférieure de la
règle, le procédé comprenant en outre les étapes qui consistent :
à utiliser la trémie d'asphalte (20) pour recevoir un mélange d'asphalte ;
à utiliser le transporteur (25) pour distribuer le mélange d'asphalte sur la tarière
;
à utiliser la tarière pour étaler le mélange d'asphalte sur une surface de revêtement
; et
à utiliser la surface de compactage (45) pour compacter le mélange d'asphalte, moyennant
quoi un revêtement d'asphalte est prévu sur la surface de revêtement.
11. Procédé selon la revendication 8, dans lequel l'étape d'utilisation de l'au moins
un excitateur pour faire vibrer la surface de compactage comporte l'étape qui consiste
à utiliser l'au moins un excitateur pour faire vibrer la surface de compactage à une
ou plusieurs fréquence(s) essentiellement supérieure(s) ou égale(s) à 1 kHz, de préférence
supérieure(s) ou égale(s) à 20 kHz.
12. Procédé selon la revendication 8, dans lequel l'au moins un excitateur est un excitateur
piézoélectrique (50a').
13. Procédé selon la revendication 8, dans lequel l'au moins un excitateur est un excitateur
électromagnétique (50a).
14. Procédé selon la revendication 8, dans lequel l'au moins un excitateur est un excitateur
hydraulique (50a").