NL2028820B1 - A process for the preparation of an asphalt composition. - Google Patents

A process for the preparation of an asphalt composition. Download PDF

Info

Publication number
NL2028820B1
NL2028820B1 NL2028820A NL2028820A NL2028820B1 NL 2028820 B1 NL2028820 B1 NL 2028820B1 NL 2028820 A NL2028820 A NL 2028820A NL 2028820 A NL2028820 A NL 2028820A NL 2028820 B1 NL2028820 B1 NL 2028820B1
Authority
NL
Netherlands
Prior art keywords
reclaimed asphalt
aggregates
heated
fraction
coarse fraction
Prior art date
Application number
NL2028820A
Other languages
Dutch (nl)
Inventor
W Demmink Ernst
Gijsbertus Van Bochove Gerrit
Original Assignee
Asfaltnu Beheer B V
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Asfaltnu Beheer B V filed Critical Asfaltnu Beheer B V
Priority to NL2028820A priority Critical patent/NL2028820B1/en
Application granted granted Critical
Publication of NL2028820B1 publication Critical patent/NL2028820B1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/02Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for preparing the materials
    • E01C19/10Apparatus or plants for premixing or precoating aggregate or fillers with non-hydraulic binders, e.g. with bitumen, with resins, i.e. producing mixtures or coating aggregates otherwise than by penetrating or surface dressing; Apparatus for premixing non-hydraulic mixtures prior to placing or for reconditioning salvaged non-hydraulic compositions
    • E01C19/1004Reconditioning or reprocessing bituminous mixtures, e.g. salvaged paving, fresh patching mixtures grown unserviceable; Recycling salvaged bituminous mixtures; Apparatus for the in-plant recycling thereof

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Compositions Of Macromolecular Compounds (AREA)

Abstract

The present invention relates to a process for the preparation of an asphalt composition comprising a step of mixing virgin minerals aggregates, reclaimed asphalt aggregates and optionally one or more other components. The present invention also relates to apparatus for the preparation of an asphalt composition comprising virgin minerals aggregates, reclaimed asphalt aggregates and optionally other components. An object of the present invention is to provide a method for the preparation of an asphalt composition wherein the emissions of unwanted components to the environment is reduced to a minimum.

Description

Title: A process for the preparation of an asphalt composition.
The present invention relates to a process for the preparation of an asphalt composition comprising a step of mixing virgin minerals aggregates, reclaimed asphalt aggregates and optionally one or more other components. The present invention also relates to apparatus for the preparation of an asphalt composition comprising virgin minerals aggregates, reclaimed asphalt aggregates and optionally other components.
Asphalt is a universal raw material used for roadways, parking lots and other surface applications. The asphalt material is generally a composition of minerals including aggregate and sand or stone filler and a bituminous binder. Additionally, asphalt mixtures may include various substitutes for the aggregate (coarse and fine) including; crushed glass, used tires, and other reclaimed materials. The bituminous binder is basically the glue that binds the mineral ingredients such that they are solid under normal operating or environmental temperatures but semi-liquid under elevated temperatures.
A process for the production of asphalt comprising reclaimed asphalt aggregates is known from WO2014168479 in the name of the present inventors. Such a process for the preparation of an asphalt composition comprising reclaimed asphalt aggregates comprising recycle bitumen, comprises the steps of providing at least a coarse fraction of reclaimed asphalt aggregates and at least a fine fraction of reclaimed asphalt aggregates, heating at least a part of the coarse fraction to a temperature of more than 130 °C to obtain a hot coarse fraction, providing fresh bitumen and heating the fresh bitumen to a temperature of at least 130 °C to obtain hot fresh bitumen; and mixing at least a portion of the hot coarse fraction and, optionally, at least a portion of the fine fraction with hot fresh bitumen to obtain an asphalt composition. The virgin coarse aggregates and/or the virgin fine aggregates have been heated before being added to the bitumen.
Another publication in the name of the present inventors is W02015126252 and that WO document relates to a process for preparing an asphalt composition comprising a bituminous binder material and solid particles composed of mineral aggregates and elastic particles, in which process the bituminous binder material is heated to an elevated temperature; the heated bituminous binder material at elevated temperature is passed to an expansion chamber, water is passed to the expansion chamber to contact the heated bituminous binder material to form steam, thereby forming foamed bitumen, and the foamed bitumen is combined with the solid particles, wherein the elastic particles have a maximum particle size of at most 2.8 mm, and which solid particles are gap-graded, the gap being defined by a lower and an upper limit, wherein solid particles of a size between the lower and upper limit are substantially absent, wherein the upper limit of the gap is bigger than the maximum particle size of the elastic particles, and wherein the aggregates include particles with particle sizes above the upper limit of the gap, yielding an asphalt composition.
WO2014168477 in the name of the present inventors relates to a process for the preparation of a mastic composition, comprising a step of providing a solid material comprising reclaimed granular asphalt aggregates which have a maximum diameter of at most 2 mm, and recycle bitumen, providing a fresh bitumen and, optionally, a rejuvenating agent, mixing the solid material with the fresh bitumen to obtain a mixture containing reclaimed granular asphalt aggregates and a bituminous binder material consisting of recycle bitumen and fresh bitumen and optionally the rejuvenating agent, and recovering the mixture as the mastic composition, wherein the amount of bitumen ranges from 15 to 75 %wt, calculated as recycle bitumen, fresh bitumen and optionally the rejuvenating agent, and based on the weight of the mastic composition.
EP 1 767 581 in the name of the present inventors relates to a method for preparing an asphalt mix, comprising contacting and mixing, at a temperature in the range from 75 - 110°C, foamed bitumen and aggregate material with a moisture content of less than 0.5% by weight, based on the mass of the aggregate material, in which the asphalt mix, after mixing, is compacted to form an asphalt, and in which the aggregate material is divided into a fine fraction and a coarse fraction, both fractions having a moisture content of less than 0.5% by weight, and in which the foamed bitumen is first contacted with the coarse fraction, and then, in a second step, the fine fraction is added to the mixture obtained in this way.
WO 2010/012597 in the name of the present inventors relates to a process for preparing an asphalt mixture from recycled asphalt pavement (RAP) , virgin aggregate, filler and first and second binder materials, comprising steps of transporting RAP through a first drum and thereby heating the RAP to a temperature of from 70 to 130 °C, transporting virgin aggregate through a second drum, thereby heating the virgin aggregate to a temperature of from 90 to 130 °C, adding a first binder material to the RAP in the first drum, to provide treated RAP, optionally supplying the treated RAP from the first drum to a first storage vessel, optionally supplying the virgin aggregate from the second drum to a second storage vessel, and supplying the treated
RAP from the first drum or from the first storage vessel to a mixing zone, supplying the virgin aggregate from the second drum or from the second storage vessel to the mixing zone, supplying filler to the mixing zone, supplying a second binder material to the mixing zone, and mixing to provide the asphalt mixture; wherein the first binder material is a mineral oil, an oil of vegetable or animal origin, or a soft bitumen component, wherein a hard bitumen component is added as a bitumen emulsion or as a foamed bitumen.
EP 3 173 526 relates to a continuous procedure for the production of tempered bituminous mixtures from reclaimed asphalt pavement and from a bituminous emulsion, comprising the following steps: provision of reclaimed asphalt pavement having a granulometry comprised between 0 and D3 mm, processing the reclaimed asphalt pavement to obtain at least two fractions, the maximum sizes whereof do not exceed 7 mm and 30 mm, subjection of predetermined quantities of the fractions to a process of mixing and heating by hot gas flow such that the heating times and the intensity of exposure of each fraction are adapted to the granulometry thereof, being shorter for a fraction of smaller size than for another of greater size, the temperature of the mixture at the end of the step being comprised between 90 °C and 120 °C, blending the mixture obtained in the foregoing step with a predetermined quantity of bituminous emulsion supplied at a temperature comprised between 60 °C and 80 °C, the final mixture subsequent to the previous step attaining a temperature of between 90 and 110 °C.
EP 3 467 045 relates to a preparation method of a plant-mixed warm recycled asphalt mixture, comprising the following steps of preparing reclaimed asphalt pavement materials, new aggregates, mineral powder, new asphalt and a regenerant with a total mass percentage of 100%, heating and stirring the reclaimed asphalt pavement materials, adding the regenerant, and then continuing to heat and stir the mixture, placing a product thus produced in a development bin for development, wherein a development temperature is 40°C to 150°C, and a development time is 0.5 h to 6 h, mixing, heating and stirring the product with the new aggregate; and mixing and heating the product thus produced with the new asphalt, adding the mineral powder, and stirring until the mixture is molded.
US 2018/186963 relates to a method to reclaim or recycle asphalt or asphalt components to produce reusable asphalt or asphalt components comprising providing crushed asphalt or asphalt components; and adding the asphalt or asphalt components to a solvent in which the bituminous binder is soluble, wherein the solvent is selected from the group consisting of heptane, hexane, naphtha, kerosene, gasoline or a petroleum based solvent. Such a method further comprises an additional step of screening or separating coarse aggregate and fine aggregate asphalt components from the solution and cleaning or removing bituminous binder and/or the solvent from the coarse aggregate and fine aggregate asphalt components thus screened or separate by centrifugal spinning or by adding a second solution effective to remove the bituminous binder and/or the first solution.
CN210946381U relates to an asphalt mixture regeneration device with cold addition function, comprising a coarse particle reclaimed asphalt pavement (RAP) cold silo, a coarse particle conveyor line, a coarse particle RAP regeneration drum, a hot material temporary storage silo, a fine particle RAP cold silo, a fine particle conveying line, a fine particle temporary storage bin, a RAP weighing scale and a mixer, wherein the coarse particle RAP cold storage bin is connected to the feed inlet of the coarse particle RAP regeneration drum through the coarse particle conveying line, and the discharge port of the regeneration drum is connected with the hot material temporary storage bin.
US 2012/263007 relates to an asphalt plant adapted to use RAP to produce asphalt, the asphalt plant comprising a bin, the bin being adapted to store the RAP, a heat source, the heat source being adapted to supply heat, a dryer, the dryer being adapted to dry the RAP, a mixer, the mixer being adapted the mix the RAP, a means for conveying the RAP from the bin to the dryer, wherein the asphalt plant uses substantially only the RAP to produce asphalt.
On basis of the above discussed documents it is clear that asphalt as such can be reused for the preparation of “new” asphalt. In a plant situation wherein reclaimed asphalt pavement materials are heated, the binding agent and the other building materials, such as mineral particles, will return to somewhat of their original condition, i.e. the binding agent will melt and the stones will become separate from each other.
In practice, reclaimed asphalt pavement materials will be heated in large quantities and at a high production rate. In order to meet these requirements a tumble dryer with an internal flame is often used. In such a tumble dryer the co-current principle is quite useful: the cold and wet reclaimed asphalt granulates briefly see the flame, but with further heating the reclaimed asphalt granulates will be carried away from the flame.
An aspect of such a process is that the larger granulates will initially remain cool on its outside and the effect thereof is no complete burning of the bitumen. The 5 disadvantage is that the finer granulates do not remain cold on the inside but directly absorb the temperature of the flame.
In a situation wherein asphalt granulate is produced by a milling and crushing process not only big chunks will be produced but small bitumen particles and bitumen dust are also released. These relatively small particles will also enter the flame in the tumble dryer and these particles will very quickly take on the temperature of the flame and the effect may be the combustion of the bitumen. This combustion of the bitumen and the direction of the necessary airflow through the tumble dryer means that the resulting gases are taken along and eventually escape through the chimney as unwanted emissions. In addition, it is also possible that the bitumen does not burn completely, but that it is overheated, resulting in a strong deterioration of its properties.
An object of the present invention is to provide a method for the preparation of an asphalt composition wherein the emissions of unwanted components to the environment is reduced to a minimum.
An object of the present invention is to provide a method for the preparation of an asphalt composition wherein combustion and degradation of the bitumen component of the reclaimed asphalt pavement materials is reduced to a minimum.
The present invention relates to a process for the preparation of an asphalt composition comprising a step of mixing virgin minerals aggregates, reclaimed asphalt aggregates and optionally one or more other components, wherein the reclaimed asphalt aggregates comprise recycle bitumen, the method comprising: a) providing a coarse fraction of reclaimed asphalt aggregates; b) providing a fine fraction of reclaimed asphalt aggregates; c) heating the coarse fraction of reclaimed asphalt aggregates of step a) in a heating drum wherein the coarse fraction of reclaimed asphalt aggregates is heated to a temperature in a range of 100 and 140 °C, to obtain a heated coarse fraction, d) withdrawing of at least a portion of the heated coarse fraction of step c) from the heating drum, and e) contacting the heated coarse fraction of reclaimed asphalt aggregates of step d) with the fine fraction of reclaimed asphalt aggregates of step b) in a storage bin, wherein the heated coarse fraction of reclaimed asphalt aggregates provides at least a part of the energy needed to dry and heat the fine fraction of reclaimed asphalt aggregates to obtain a heated mixture of reclaimed asphalt comprising the coarse fraction of reclaimed asphalt aggregates and the fine fraction of reclaimed asphalt aggregates.
On basis of the above process one or more objects are achieved. The present inventors found that a better way to heat up the fine asphalt particles, i.e. a fine fraction of reclaimed asphalt aggregates, without the formation of harmful emissions is to apply a method of indirect heating. The cold and wet fine fraction of reclaimed asphalt aggregates is brought into contact with the hot, coarse fraction of reclaimed asphalt aggregates material and the small bitumen particles are heated via indirect heating. According this way of processing of the fine fraction of reclaimed asphalt aggregates no burning and degradation of the bitumen takes place and the emissions are reduced to a minimum.
In an example of the present process for the preparation of an asphalt composition a rejuvenating agent may be added in step e) in a storage bin. In another example of the present process for the preparation of an asphalt composition a rejuvenating agent may be added in step ¢) in a heating drum.
In an example step e) further comprises adding one or more additives chosen from the group of adhesion promoters, such as amine components, lime and calcium hydroxide, anti-drainage additives, such as cellulose, glass fibres and rock wool, and dyes, such as iron oxide, and polymers.
The coarse fraction of reclaimed asphalt aggregates of step a) and the fine fraction of reclaimed asphalt aggregates of step b) are preferably obtained from raw reclaimed asphalt from road structures, wherein the raw reclaimed asphalt is objected to a step of crushing and/or sieving for separating the raw reclaimed asphalt aggregates thus objected into at least a coarse fraction of reclaimed asphalt aggregates and at least a fine fraction of reclaimed asphalt aggregates.
In an example the coarse fraction of reclaimed asphalt aggregates comprises granular particles with a diameter of more than about 2 mm and the fine fraction of reclaimed asphalt aggregates comprises granular particles with a diameter of at most about 6 mm. In practice it will be very difficult to have a sharp cut off between the two, i.e. coarse and fine, fractions of reclaimed asphalt aggregates.
In an example the temperature of the fine fraction of reclaimed asphalt aggregates before being contacted with at least a portion of the heated coarse fraction ofreclaimed asphalt aggregates is general around ambient temperature and preferably kept below 40 °C.
The weight ratio of heated coarse fraction of reclaimed asphalt aggregates to the fine fraction of reclaimed asphalt aggregates in step e) is preferably in a range of 3:1 to 20:1.
For obtaining the final asphalt composition the present process further comprises a step of mixing the heated mixture of reclaimed asphalt with virgin mineral aggregates and optionally one or more other components, such as fresh bitumen, fillers and additives, wherein the step of mixing is preferably carried after a residence or storage time of the mixture of reclaimed asphalt and optionally the rejuvenating agent in the storage bin of at least 3 minutes, preferably at least 7 minutes.
The present invention also relates to an apparatus for the preparation of an asphalt composition comprising virgin minerals aggregates, reclaimed asphalt aggregates and optionally one or more other components, such as fresh bitumen, fillers and additives, the apparatus comprising: i) a heating drum for heating a coarse fraction of reclaimed asphalt aggregates to a temperature in a range of 100 and 140 °C to obtain a heated coarse fraction, ii) a storage bin, located downstream from the heating drum, provided with an inlet for at least a portion of the heated coarse fraction from the heating drum, an inlet for a fine fraction of reclaimed asphalt aggregates, and an outlet for a heated mixture of reclaimed asphalt, wherein the heated coarse fraction of reclaimed asphalt aggregates provides at least a part of the energy needed to dry and heat the fine fraction of reclaimed asphalt aggregates to obtain the heated mixture of reclaimed asphalt comprising the coarse fraction of reclaimed asphalt aggregates and the fine fraction of reclaimed asphalt aggregates.
In an example the storage bin and/or the heating drum is provided with an inlet for a rejuvenating agent. In some embodiments it is preferred to prevent a close contact between the rejuvenating agent and the hot air from the flame in the heating drum because high temperatures may cause loss of rejuvenating agent, combustion and vaporization of the rejuvenating agent resulting in harmful emissions to the environment.
In an example the storage bin is further provided with an inlet for one or more additives chosen from the group of adhesion promoters, such as amine components, lime and calcium hydroxide, anti-drainage additives, such as cellulose, glass fibres and rock wool, and dyes, such as iron oxide, and polymers.
In an example the outlet of the storage bin is connected to a mixing device for obtaining the asphalt composition, the mixing device is further provided with one or more inlets for virgin minerals aggregates and optionally one or more other components, such as fresh bitumen, fillers or additives.
In an example a mixer is positioned downstream from the heating drum and upstream from storage bin, the mixer being provided with an inlet for at least a portion of the heated coarse fraction from the heating drum, an inlet for a fine fraction of reclaimed asphalt aggregates, and an outlet for the mixture thus obtained to the storage bin. The mixer may also be provided with one or more inlets for other components, such as adhesion promoters, such as amine components, lime and calcium hydroxide, anti-drainage additives, such as cellulose, glass fibres and rock wool, and dyes, such as iron oxide, and polymers. In such a mixer the fine fraction and optionally other components as mentioned before are intensively mixed into the heated coarse fraction resulting in an optimal contact between the heated asphalt granulate from the heating drum and the cold and wet fine fraction and optionally other components. This action improves the temperature exchange between the two fractions and the product obtained from this mixer is more homogeneous and the moisture can evaporate and escape better and faster. The mixer mentioned here is “sandwiched” between the heating drum and the storage bin.
According to the present invention the fine fraction of reclaimed asphalt aggregates is extracted from the reclaimed asphalt by means of sieving prior to entering the asphalt plant. This can take place in the pre-processing process of asphalt granulate which usually takes place via breaking and screening. The removal of this fine fraction may also be necessary because these fines are not desired in specific asphalt mixtures. It is also possible that such fine fractions of reclaimed asphalt aggregates are formed in other processes that are used for the pre-treatment of the asphalt granulate.
The present inventors found that is beneficial to introduce these fine asphalt/bitumen fractions cold and wet into the asphalt plant halfway through the production process, i.e. after the heating drum of the coarse fraction of reclaimed asphalt aggregates. Thus, there will be no direct contact between the flame of the heating drum and the fine fractions of reclaimed asphalt aggregates, and the fine fraction will thus not be carried away by the airflow running through the heating drum.
The fine fraction of reclaimed asphalt aggregates is introduced into the heated coarse fraction of reclaimed asphalt aggregates flowing out of the heating drum and is thus heated indirectly by this heated coarse fraction of reclaimed asphalt aggregates and away from the hot internal airflow coming from the outlet of the heating drum. After a period of temperature equalization in the storage bin, the composite mixture is then mixed into a final asphalt mixture, together with any new minerals that may have been heated in another drum and optionally other materials, such as fillers and new bitumen.
For the purpose of promating an understanding of the principles of the present invention, reference will now be made to the embodiments illustrated in the figures. It will, nevertheless, be understood that no limitation of the scope of the disclosure is thereby intended; any alterations and further modifications of the described or illustrated embodiments, and any further applications of the principles of the disclosure as illustrated therein are contemplated as would normally occur to one skilled in the art to which the invention relates. It is noted here that the disclosure is by no means to be interpreted as limited to any merely preferred features, unless essential for proper functioning as defined in the claims, where the scope of protection may even include obvious alternatives for specifically recited features in the appended independent claims.
Figure 1 shows a schematic view of an asphalt plant according to the present invention.
Figure 2 shows a schematic view of an asphalt plant according to the present invention.
A part 10f an asphalt plant is shown in Figure 1. A coarse fraction of reclaimed asphalt aggregates 8 is heated in a heating drum 2 to a temperature in a range of 100 and 140 °C to obtain a heated coarse fraction 11. A rejuvenating agent 15 may be added at or just before the outlet of heating drum 2. In storage bin 5 a fine fraction of reclaimed asphalt aggregates 9 is brought into contact with heated coarse fraction of reclaimed asphalt aggregates 11. The heated coarse fraction of reclaimed asphalt aggregates 11 provides at least a part of the energy needed to dry and heat the fine fraction of reclaimed asphalt aggregates 9 to obtain a heated mixture.
Rejuvenating agent 4 and one or more additives 3 may be added to the storage bin 5, as well. Outlet stream 7 of storage bin 5 comprises a mixture of fine fraction of reclaimed asphalt aggregates, coarse fraction of reclaimed asphalt aggregates, and optionally rejuvenating agent or other components. Outlet stream 7 of storage bin 5 is sent to a mixing device 6 provided with one or more inlets 14 for (heated) virgin minerals aggregates and optionally one or more other components, such as fillers, fresh bitumen and additives. Outlet stream 10 comprising an asphalt composition is stored in a storage vessel 12 for further transport as stream 13.
A part 20 of an asphalt plant is shown in Figure 2. A coarse fraction of reclaimed asphalt aggregates 8 is heated in a heating drum 2 to a temperature in a range of 100 and 140 °C to obtain a heated coarse fraction 11. A rejuvenating agent 15 may be added at or just before the outlet of heating drum 2. The outlet 11 of heating drum 2 is sent to a mixer 16. In mixer 16 a fine fraction of reclaimed asphalt aggregates 9 is brought into contact with heated coarse fraction of reclaimed asphalt aggregates 11.
The heated coarse fraction of reclaimed asphalt aggregates 11 provides at least a part of the energy needed to dry and heat the fine fraction of reclaimed asphalt aggregates 9 to obtain a heated mixture. Other components may be added via one or more inlets 3, 4 for additional components to mixer 16 as well, such as additives. The outlet stream 17 is sent to a storage bin 5. The outlet stream 7 of storage bin 5 comprises a mixture of fine fraction of reclaimed asphalt aggregates, coarse fraction of reclaimed asphalt aggregates, and optionally rejuvenating or other components. Outlet stream 7 of storage bin 5 is sent to a mixing device 6 provided with one or more inlets 14 for (heated) virgin minerals aggregates and optionally one or more other components, such as fillers, fresh bitumen and additives. Outlet stream 10 comprising an asphalt composition is stored in a storage vessel 12 for further transport as stream 13.
It is to be noted that coarse fraction of reclaimed asphalt aggregates 8 and fine fraction of reclaimed asphalt aggregates 9 may originate from different reclaimed asphalt streams.

Claims (16)

CONCLUSIESCONCLUSIONS 1. Werkwijze voor het bereiden van een asfaltsamenstelling, omvattende een stap van het mengen van oorspronkelijke mineraalaggregaten, teruggewonnen asfaltaggregaten en eventueel één of meer andere componenten, waarbij de teruggewonnen asfaltaggregaten recycle bitumen omvatten, de werkwijze omvattend: a) het verschaffen van een grove fractie van teruggewonnen asfaltaggregaten; b) het verschaffen van een fijne fractie teruggewonnen asfaltaggregaten; c) het verwarmen van de grove fractie van teruggewonnen asfaltaggregaten van stap a) in een verwarmingstrommel waarbij de grove fractie van teruggewonnen asfaltaggregaten wordt verwarmd tot een temperatuur in het gebied van 100 en 140°C, ter verkrijging van een verwarmde grove fractie, d) het onttrekken van ten minste een deel van de verwarmde, grove fractie van stap c) uit de verwarmingstrommel, en e) het in contact brengen van de verwarmde grove fractie van teruggewonnen asfaltaggregaten van stap d) met de fijne fractie van teruggewonnen asfaltaggregaten van stap b) in een tussensilo, waarbij de verwarmde grove fractie van teruggewonnen asfaltaggregaten voorziet in ten minste een deel van de energie die nodig is voor het drogen en verwarmen van de fijne fractie van teruggewonnen asfaltaggregaten ter verkrijging van een verwarmd mengsel van teruggewonnen asfalt, omvattende de grove fractie van teruggewonnen asfaltaggregaten en de fijne fractie van teruggewonnen asfaltaggregaten.A method for preparing an asphalt composition, comprising a step of mixing original mineral aggregates, reclaimed asphalt aggregates and optionally one or more other components, the reclaimed asphalt aggregates comprising recycle bitumen, the method comprising: a) providing a coarse fraction from reclaimed asphalt aggregates; b) providing a fine fraction of reclaimed asphalt aggregates; c) heating the coarse fraction of reclaimed asphalt aggregates from step a) in a heating drum wherein the coarse fraction of reclaimed asphalt aggregates is heated to a temperature in the range of 100 and 140°C, to obtain a heated coarse fraction, d) withdrawing at least a portion of the heated coarse fraction from step c) from the heating drum, and e) contacting the heated coarse fraction of reclaimed asphalt aggregates from step d) with the fine fraction of reclaimed asphalt aggregates from step b ) in an intermediate silo, where the heated coarse fraction of reclaimed asphalt aggregates provides at least part of the energy required to dry and heat the fine fraction of reclaimed asphalt aggregates to produce a heated mixture of reclaimed asphalt, comprising the coarse fraction of reclaimed asphalt aggregates and the fine fraction of reclaimed asphalt aggregates. 2. Werkwijze volgens conclusie 1, waarbij stap e) verder omvat het toevoegen van een verjongingsmiddel.The method of claim 1, wherein step e) further comprises adding a rejuvenating agent. 3. Werkwijze volgens één of meer van de voorgaande conclusies, waarbij stap c) verder omvat het toevoegen van een verjongingsmiddel.The method according to one or more of the preceding claims, wherein step c) further comprises adding a rejuvenating agent. 4. Werkwijze volgens één of meer van de voorgaande conclusies, waarbij stap e) verder omvat het toevoegen van één of meer toevoegmiddelen, gekozen uit de groep van adhesiepromotoren, zoals aminecomponenten, kalk en calciumhydroxide, anti-drainage-additieven, zoals cellulose, glasvezels en steenwol, en kleurmiddelen, zoals ijzeroxide, en polymeren.Method according to one or more of the preceding claims, wherein step e) further comprises adding one or more additives, selected from the group of adhesion promoters, such as amine components, lime and calcium hydroxide, anti-drainage additives, such as cellulose, glass fibers and rock wool, and coloring agents, such as iron oxide, and polymers. 5. Werkwijze volgens één of meer van de voorgaande conclusies, waarbij de grove fractie van teruggewonnen asfaltaggregaten van stap a) en de fijne fractie van teruggewonnen asfaltaggregaten van stap b) worden verkregen uit onbewerkt teruggewonnen asfalt afkomstig van wegen, waarbij het onbewerkte teruggewonnen asfalt wordt onderworpen aan een stap van vermalen en/of zeven voor het scheiden van de onbewerkte, teruggewonnen asfaltaggregaten in ten minste een grove fractie van teruggewonnen asfaltaggregaten en ten minste een fijne fractie van teruggewonnen asfaltaggregaten.A method according to any one of the preceding claims, wherein the coarse fraction of reclaimed asphalt aggregates of step a) and the fine fraction of reclaimed asphalt aggregates of step b) are obtained from raw reclaimed asphalt from roads, the raw reclaimed asphalt being subjected to a milling and/or sieving step to separate the raw reclaimed asphalt aggregates into at least a coarse fraction of reclaimed asphalt aggregates and at least a fine fraction of reclaimed asphalt aggregates. 6. Werkwijze volgens conclusie 5, waarbij de grove fractie van teruggewonnen asfaltaggregaten granulaire deeltjes met een diameter van meer dan ongeveer 2 mm bezit en de fijne fractie van teruggewonnen asfaltaggregaten bezit granulaire deeltjes met een diameter van ten hoogste ongeveer 6 mm.The method of claim 5, wherein the coarse fraction of reclaimed asphalt aggregates has granular particles greater than about 2 mm in diameter and the fine fraction of reclaimed asphalt aggregates has granular particles of up to about 6 mm in diameter. 7. Werkwijze volgens één of meer van de voorgaande conclusies, waarbij de temperatuur van de fijne fractie van teruggewonnen asfaltaggregaten vóór het in contact brengen met ten minste een deel van de verwarmde grove fractie van teruggewonnen asfaltaggregaten zich bevindt rond omgevingstemperatuur en bij voorkeur gehouden beneden 40°C.A method according to any one of the preceding claims, wherein the temperature of the fine fraction of reclaimed asphalt aggregates prior to contacting with at least a portion of the heated coarse fraction of reclaimed asphalt aggregates is around ambient temperature and preferably kept below 40°C. °C. 8. Werkwijze volgens één of meer van de voorgaande conclusies, waarbij in stap e) de gewichtsverhouding tussen de verwarmde grove fractie van teruggewonnen asfaltaggregaten en de fijne fractie van teruggewonnen asfaltaggregaten zich bevindt in een gebied van 3:1 tot 20:1.A method according to any one of the preceding claims, wherein in step e) the weight ratio between the heated coarse fraction of reclaimed asphalt aggregates and the fine fraction of reclaimed asphalt aggregates is in a range from 3:1 to 20:1. 9. Werkwijze volgens één of meer van de voorgaande conclusies, verder omvattende een stap van het mengen van het verwarmde mengsel van teruggewonnen asfalt met oorspronkelijke mineraalaggregaten en eventueel één of meer andere componenten, zoals vulmiddelen, verse bitumen en toevoegmiddelen, ter verkrijging van de asfaltsamenstelling.A method according to any one of the preceding claims, further comprising a step of mixing the heated mixture of reclaimed asphalt with original mineral aggregates and optionally one or more other components, such as fillers, fresh bitumen and additives, to obtain the asphalt composition . 10. Werkwijze volgens conclusie 9, waarbij de stap van het mengen wordt uitgevoerd na een verblijftijd van het mengsel van teruggewonnen asfalt en eventueel het verjongingsmiddel in de tussensilo van ten minste 3 minuten, bij voorkeur ten minste 7 minuten.A method according to claim 9, wherein the step of mixing is carried out after a residence time of the mixture of reclaimed asphalt and optionally the rejuvenator in the intermediate silo of at least 3 minutes, preferably at least 7 minutes. 11. Inrichting voor de bereiding van een asfaltsamenstelling, omvattende oorspronkelijke mineraalaggregaten, teruggewonnen asfaltaggregaten en eventueel één of meer andere componenten, de inrichting omvat:11. Device for the preparation of an asphalt composition, comprising original mineral aggregates, reclaimed asphalt aggregates and optionally one or more other components, the device comprising: i) een verwarmingstrommel voor het verwarmen van een grove fractie van teruggewonnen asfaltaggregaten tot een temperatuur in het gebied van 100°C ter verkrijging van een verwarmde grove fractie, ii) een tussensilo, stroomafwaarts gelegen van de verwarmingstrommel, voorzien van een inlaat voor ten minste een deel van de verwarmde grove fractie afkomstig van de verwarmingstrommel, een inlaat voor een fijne fractie van teruggewonnen asfaltaggregaten en een uitlaat voor een verwarmd mengsel van teruggewonnen asfalt, waarbij de verwarmde grove fractie van teruggewonnen asfaltaggregaten ten minste voorziet in een deel van de energie die nodig is voor het drogen en verwarmen van de fijne fractie van teruggewonnen asfaltaggregaten ter verkrijging van het verwarmde mengsel van teruggewonnen asfalt, omvattende de grove fractie van teruggewonnen asfaltaggregaten en de fijne fractie van teruggewonnen asfaltaggregaten.i) a heating drum for heating a coarse fraction of recovered asphalt aggregates to a temperature in the range of 100°C to obtain a heated coarse fraction, ii) an intermediate silo, located downstream of the heating drum, provided with an inlet for at least a portion of the heated coarse fraction from the heating drum, an inlet for a fine fraction of reclaimed asphalt aggregates, and an outlet for a heated mixture of reclaimed asphalt, where the heated coarse fraction of reclaimed asphalt aggregates provides at least part of the energy required is necessary to dry and heat the fine fraction of reclaimed asphalt aggregates to obtain the heated reclaimed asphalt mixture comprising the coarse fraction of reclaimed asphalt aggregates and the fine fraction of reclaimed asphalt aggregates. 12. Inrichting volgens conclusie 11, waarbij de tussensilo en/of de verwarmingstrommel is voorzien van een inlaat voor een verjongingsmiddel.12. Device as claimed in claim 11, wherein the intermediate silo and/or the heating drum is provided with an inlet for a rejuvenating agent. 13. Inrichting volgens één of meer van de conclusies 11-12, waarbij de tussensilo verder is voorzien van een inlaat voor één of meer toevoegmiddelen, gekozen uit de groep van adhesiepromotoren, zoals aminecomponenten, kalk en calciumhydroxide, anti-drainage additieven, zoals cellulose, glasvezels en steenwol, en kleurmiddelen, zoals ijzeroxide, en polymeren.13. Device according to one or more of claims 11-12, wherein the intermediate silo is further provided with an inlet for one or more additives, selected from the group of adhesion promoters, such as amine components, lime and calcium hydroxide, anti-drainage additives, such as cellulose , glass fibers and rock wool, and coloring agents, such as iron oxide, and polymers. 14. Inrichting volgens één of meer van de conclusies 11-13, waarbij de uitlaat van de tussensilo is verbonden met een mengorgaan ter verkrijging van de asfaltsamenstelling, het mengorgaan is verder voorzien van één of meer inlaten voor (verwarmde) oorspronkelijke mineraalaggregaten en eventueel één of meer andere componenten, zoals vulmiddelen, verse bitumen en toevoegmiddelen.14. Device as claimed in one or more of the claims 11-13, wherein the outlet of the intermediate silo is connected to a mixing device for obtaining the asphalt composition, the mixing device is further provided with one or more inlets for (heated) original mineral aggregates and possibly one or more other components, such as fillers, fresh bitumen and additives. 15. Inrichting volgens één of meer van de conclusies 11-14, waarbij stroomafwaarts gelegen van het verwarmingstrommel en stroomopwaarts gelegen ten opzichte van de tussensilo een menger is gepositioneerd, de menger is voorzien van een inlaat voor ten minste een deel van de verwarmde grove fractie afkomstig van de verwarmingstrommel, een inlaat voor een fijne fractie van teruggewonnen asfaltaggregaten, en een uitlaat voor het aldus verkregen mengsel naar de tussensilo.15. Device as claimed in one or more of the claims 11-14, wherein a mixer is positioned downstream of the heating drum and upstream of the intermediate silo, the mixer is provided with an inlet for at least part of the heated coarse fraction from the heating drum, an inlet for a fine fraction of recovered asphalt aggregates, and an outlet for the mixture thus obtained to the intermediate silo. 16. Inrichting volgens conclusie 15, waarbij de menger is voorzien van één of meer inlaten voor toevoegmiddelen, gekozen uit de groep van adhesiepromotoren,An apparatus according to claim 15, wherein the mixer is provided with one or more inlets for additives selected from the group of adhesion promoters, zoals aminecomponenten, kalk en calciumhydroxide, anti-drainage additieven, zoals cellulose, glasvezels, en steenwol, en kleurmiddelen, zoals ijzeroxide, en polymeren.such as amine components, lime and calcium hydroxide, anti-drainage additives, such as cellulose, glass fibers, and rock wool, and coloring agents, such as iron oxide, and polymers.
NL2028820A 2021-07-23 2021-07-23 A process for the preparation of an asphalt composition. NL2028820B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
NL2028820A NL2028820B1 (en) 2021-07-23 2021-07-23 A process for the preparation of an asphalt composition.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
NL2028820A NL2028820B1 (en) 2021-07-23 2021-07-23 A process for the preparation of an asphalt composition.

Publications (1)

Publication Number Publication Date
NL2028820B1 true NL2028820B1 (en) 2023-01-30

Family

ID=85111727

Family Applications (1)

Application Number Title Priority Date Filing Date
NL2028820A NL2028820B1 (en) 2021-07-23 2021-07-23 A process for the preparation of an asphalt composition.

Country Status (1)

Country Link
NL (1) NL2028820B1 (en)

Similar Documents

Publication Publication Date Title
CA2454595C (en) Sulfur additives for paving binders and manufacturing methods
RU2531816C2 (en) Rubber-coated asphalt granules
CN102112557B (en) Process for preparing an asphalt mixture
US7767259B2 (en) Methods of manufacturing hot mix on site utilizing a composition of pellets of tacky, deformable material dispersed within a flowable fine material
KR20130044219A (en) Polymer modified binder and plant mix modifier for asphalt and process of making
US20170306570A1 (en) System and Method for Recycling Asphalt through Radiant and Convection Heating and Simultaneous Gentle Tumbling
JP2008532762A (en) Method and apparatus for crushing and cleaning waste plastic
NZ546419A (en) Method of manufacturing a bituminous coated material suitable for building roads
US5385401A (en) Process for adding recycled tire particle to asphalt
KR102213683B1 (en) Method of manufacturing recycled aggregate and normal temperature ascon manufactured by using the same
US5223032A (en) Particulated asphalt composition and process
US5221338A (en) Particulated asphalt composition and process
NL2028820B1 (en) A process for the preparation of an asphalt composition.
US6045608A (en) Apparatus and process for manufacturing asphalt
Seliverstov Selection of asphalt–concrete mixed compositions in cold recycling of road surfaces
EP1256656B1 (en) Process and apparatus for producing mixture for asphalt pavement and method for paving roads by use thereof
Kovács et al. Use of recycled polyethylene in asphalt mixture
US3249452A (en) Granulated bituminous concrete material and methods of manufacturing and using same
NL2010587C2 (en) Process for the preparation of an asphalt composition.
NL2010588C2 (en) Process for the production of reclaimed asphalt aggregates and use thereof in the production of an asphalt composition.
RU2819274C1 (en) Method of increasing density and strength of asphalt-granulated concrete
JP2025127721A (en) Manufacturing method for recycled asphalt mixture
US20240301209A1 (en) Mixtures and methods of producing paving products using same
RU2215084C1 (en) Method of preparation of asphalt-concrete mix
US1774168A (en) Method of producing cold mixed asphaltic composition for road making and other uses