WO2013079123A1 - A asphalt recycling system and method for producing a new asphalt layer from the asphalt to be recycled - Google Patents
A asphalt recycling system and method for producing a new asphalt layer from the asphalt to be recycled Download PDFInfo
- Publication number
- WO2013079123A1 WO2013079123A1 PCT/EP2011/071680 EP2011071680W WO2013079123A1 WO 2013079123 A1 WO2013079123 A1 WO 2013079123A1 EP 2011071680 W EP2011071680 W EP 2011071680W WO 2013079123 A1 WO2013079123 A1 WO 2013079123A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- rap
- hot
- asphalt
- recycling system
- transmission channel
- 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.)
- Ceased
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/02—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 preparing the materials
- E01C19/10—Apparatus 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
- E01C19/1004—Reconditioning or reprocessing bituminous mixtures, e.g. salvaged paving, fresh patching mixtures grown unserviceable; Recycling salvaged bituminous mixtures; Apparatus for the in-plant recycling thereof
-
- 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
- E01C19/02—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 preparing the materials
- E01C19/05—Crushing, pulverising or disintegrating apparatus; Aggregate screening, cleaning, drying or heating apparatus; Dust-collecting arrangements specially adapted therefor
-
- 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
- E01C19/02—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 preparing the materials
- E01C19/10—Apparatus 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
- E01C19/1013—Plant characterised by the mode of operation or the construction of the mixing apparatus; Mixing apparatus
-
- 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
- E01C19/02—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 preparing the materials
- E01C19/10—Apparatus 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
- E01C19/1013—Plant characterised by the mode of operation or the construction of the mixing apparatus; Mixing apparatus
- E01C19/1027—Mixing in a rotary receptacle
- E01C19/1036—Mixing in a rotary receptacle for in-plant recycling or for reprocessing, e.g. adapted to receive and reprocess an addition of salvaged material, adapted to reheat and remix cooled-down batches
Definitions
- the present invention relates to asphalt recycling systems which provide the asphalt layer (RAP), which is desired to be recycled by being removed from the place thereof, to be converted into recycled asphalt concrete (RAC), and particularly relates to asphalt recycling systems with respect to the prior art part of Claim 1.
- RAP asphalt layer
- RAC recycled asphalt concrete
- asphalt concrete obtained from the aggregate and bitumen mixture is used as different layers like corrosion layer, binder, straightening layer and base layers on road's upper structure.
- Each of these layers is produced by means of recipes prepared in laboratory with respect to the methods of international standards in order to provide different performance requirements. Different performances expected from each layer are provided by means of recipes prepared by different maximum particle dimension, different gradation and different bitumen proportions. These performance requirements are valid also for the layers to be realized using the recycled asphalt concrete (RAC).
- Asphalt concrete which is applied to roads should be removed after certain usage.
- removed asphalt concrete should be recycled and used in the production of new asphalt concrete.
- recycling of the removed asphalt concrete (hereafter it will be called RAP) and the usage thereof in the production of new asphalt concrete provides economic advantages. As the proportion of removed asphalt used increases in the production of new asphalt concrete, the economic advantage provided increases more.
- RAP removed asphalt concrete
- the recycling of the RAP and the proportion of the RAP in the new mixture depends on maximum granule dimension, gradation and the bitumen proportion included and the results of the measurement of the aging and fatigue characteristics of the bitumen included.
- the removed asphalt concrete can be added with the proportion that the new mixture can provide the desired performance characteristics.
- the most frequent recycling method is the adding of the removed asphalt concrete, in cold form and in determined proportions to the new asphalt mixture realized in the asphalt plant mixer.
- This method is called cold recycling.
- the maximum recycling ratio which can be obtained is 20 %.
- RAP is brought to the process temperature in a heating mechanism which operates in connection with a present asphalt plant and afterwards, the asphalt plant is added to the new mixture; this process is called hot recycling.
- the recycling ratio is greater than the recycling ratio of cold recycling, because of the disadvantages faced during the heating of the RAP in this system and during the advancing of RAP inside the system for feeding the RAP into the asphalt plant mixer, the recycling ratio decreases during usage.
- the second disadvantage is that since the asphalt plant is heated in a free manner before it is added to the new mixture in the mixer, and moreover during the transferring of this asphalt plant to the mixture, the homogeneity of the mixture is deteriorated and this homogeneity can not be provided again.
- Another disadvantage is that in the present hot recycling methods, during heating, the hot air obtained from a heat source (burner) and the RAP which comprises bitumen strike directly and instantly. This situation leads to the deterioration of the bitumen inside the RAP, which is already aged and fatigue.
- Another important disadvantage is related to the chemical additives used.
- a system which has at least 3 edges and which has a body with a transmission channel extending along the periphery. Accordingly, RAP is moved along the periphery of the body by means of the pallets inside said transmission channel and meanwhile, it is subject to heat in order to have the required process temperature. After the desired process temperature is obtained, RAP is stored in an accumulation reservoir where the temperature thereof is preserved and it is automatically transferred to the asphalt plant mixer where new asphalt concrete production is realized. Thus, recycling can be obtained with the bringing of the RAP to the process temperature by means of an efficient and homogeneous heating and with the addition of the required additives.
- the present invention is a novel hot asphalt recycling system which eliminates the abovementioned disadvantages and which brings new advantages to the related technical field.
- An object of the subject matter invention is to increase heating efficiency of the systems providing hot RAP to an asphalt plant in order to be used in new asphalt concrete production, thus, the object is to provide the usage of maximum proportion of RAP in the new asphalt mixture.
- Another object of the subject matter invention is to produce RAC which will form the bitumen base, from the asphalt which is desired to be recycled (RAP) as independently of an asphalt plant.
- the present invention relates to a hot asphalt recycling system
- a hot asphalt recycling system comprising a heat-insulated body with a closed volume; at least one RAP material transmission channel within said frame, said channel being embodied so as to produce a geometrical shape with at least three edges; a transmission line displacing within said RAP material transmission channel and comprising a plurality of transmission plates positioned thereon at certain intervals; an outer air channel which substantially encircles said transmission channel and wherein hot air is circulated; an accumulation reservoir which is formed inside the body and where the RAP at certain temperature is stored so as to preserve the temperature of the RAP; and a discharge unit which is used to discharge the hot RAP material within the accumulation reservoir to the desired media; in order to obtain RAC, which is to be used in the production of both of the asphalt layers (binder and bitumen base), from RAP material.
- the system is characterized by comprising an inner air channel which is positioned in the inner volume of the body, connects an air inlet pipe which provides the primary hot air input to the body to the said outer air channel and at least a section of which extends at the vicinity of the transmission line; in order to lengthen the path the hot air takes inside the body and thus in order to transfer the heat, which is provided by the heat source and which circulates inside the body, to the RAP in an efficient manner.
- the system comprises a mixer wherein the RAP coming from the discharge mechanism, new bitumen at a predetermined amount and optionally at least one chemical additive are mixed for a predetermined period; in order to produce RAC from the hot RAP, accumulated in the accumulation reservoir, as independently of an asphalt plant.
- At least some part of said inner air channel comprises parts extending together with the transmission channel so as to partly extend substantially parallel to the transmission channel.
- a horizontal part passes through said inner air channel's accumulation reservoir.
- said inner air channel comprises a lower part extending at the bottom part of the body; an vertical part extending so as to contact the transmission channel inwardly along a part of the vertical edge of the body at the continuation of the lower part; a horizontal part extending substantially horizontally at the continuation of said vertical part; and an output part which extends at the continuation of the horizontal part so as to connect the inner air channel to the outer air channel.
- an intermediate connection part is provided which connects the output of said outer air channel to a heating reservoir formed at the inner volume of the body.
- said heating reservoir comprises at least one first and one second directing wings extending on said heating reservoir body inner volume.
- the first directing wing comprises a flat part at least extending along a part of the diagonal edge of the body so as to have a certain distance in between.
- said second directing wing which extends beginning from a point substantially at a lower alignment of the first directing wing and which extends up to the vicinity of the lower alignment of the accumulation reservoir base.
- a bitumen feeding unit is provided which is controlled by the automatic control system and thanks to this, which transfers new additional bitumen to the mixer in desired times and in desired amounts.
- At least one chemical feeding unit is provided which is controlled by the automatic control system and thanks to this, which transfers chemical additive to the mixer in desired times and in desired amounts.
- a directing unit is provided which directs the material exiting from said mixer to the RAC silo or to an asphalt plant.
- said directing unit comprises at least one silo output, at least one asphalt plant output and at least one flap which closes the silo output or asphalt plant output as responsive to the commands of the automatic control system.
- said transmission plates in order to prevent the RAP, which is heated and which becomes adhesive, from plastering to the inner walls of the transmission channel, said transmission plates have dimensions so as to advance by contacting substantially to the inner wall of the transmission channel.
- the subject matter system is operated independently from the asphalt plant and, the RAC, which is to be used in the production of bitumen base, is produced.
- the RAC in case of cooperation with asphalt plant; the RAC is produced which is to be used in the production of abrasion layer or binder.
- the subject matter invention is a hot asphalt recycling method applied in order to obtain RAC by using RAP, where the RAP is to be used in the production of one of the asphalt layers by using RAP, characterized by comprising the steps of: a) Providing a body with a closed volume which is thermally and substantially insulated from the outer environment,
- step (c) in said step (c), the hot air is partly circulated at the vicinity of the transmission channel so as to be substantially parallel to the transmission channel.
- step (c) hot air is passed through the accumulation reservoir.
- step (e) hot air is circulated so as to advance along a certain part of the diagonal edge of the body.
- the material exiting from the mixer is directed to a silo or an asphalt plant.
- the RAC material which will form the bitumen base is produced.
- Figure 1 is a representative view of the system where the subject matter asphalt recycling system is applied.
- Figure 2a is the solo perspective view of the subject matter asphalt recycling system.
- Figure 2b is the perspective view of the inner structure of the subject matter asphalt recycling system.
- hot air required for the subject matter hot asphalt recycling system (hereafter it will be called RS) is preferably provided by a hot air generator (70) which is preferably a burner.
- a hot air generator (70) which is preferably a burner.
- air which is provided by the hot air generator (70) and which is at 650°C temperature is decreased to 400-450°C by means of the air cooling system at the output of hot air generator (70).
- the hot air is given to RS from here by means of an air inlet pipe (241).
- the cold RAP material which will be processed in RS and the additional aggregate which is to be mixed with cold RAP material are transferred to the RS by means of a loading unit (10).
- a loading unit (10) there is at least one additional aggregate silo (1 1), at least one cold RAP silo (12), a band conveyor (13) which is positioned under said silos (11 , 12), and an vertical elevator (14) which is positioned at the end of the band conveyor (13).
- Said silos (11 , 12) have dosaged feeding units (not illustrated in the figure) which are controlled by the automatic control unit of the RS.
- automatic control unit adjusts the amount of material to be transferred to the band conveyor (13). For instance, if 70 % RAP material and 30 % aggregate are to be used in the mixture, the dosaged feeding units of the RAP silo (12) and the aggregate silo (11) function with respect to these proportions, and thanks to this, material is fed to the band conveyor (13) with desired proportions continuously. As a result, the material on the band conveyor (13) is elevated to the feeding inlet (28) on the upper edge of the RS by means of said vertical elevator (14) and the material is transferred to the RS.
- the end part of the lower corner of the RS has a cross section like a cut vertical triangle and it comprises a body (20) with a heat insulated closed volume.
- the heating process of the RAP material is realized in said body (20).
- the hot air which enters into the body (20) through the air inlet pipe (241), preferably through a lateral surface of the body (20) is transferred to the cold RAP which is circulated inside the system in an efficient and homogeneous manner, and at the end of the process, the hot air is transferred to a filter (71) by means of an air output pipe (247) and from there, the hot air is transferred to the atmosphere.
- the air temperature which is between 390-440°C at the inlet (241) decreases down to approximately 150-190°C at the air output pipe (247).
- the RS has a transmission channel (21) which extends along the inner periphery of the body (20) and which preferably has a hollow rectangular cross-section.
- Said transmission channel (21) is ended (21 1) with the base part becoming open at a point close to the middle of the upper edge of the body (20), thus, the carried RAP material is accumulated in an accumulation reservoir (26) formed inside the body (20).
- Said accumulation reservoir (26) preferably has a cross section like an inverse trapezoid which substantially extends downwardly from the upper part of the body (20).
- transmission line (23) inside the transmission channel (21), which circulates the cold RAP entering into the RS and which meanwhile provides the RAP to be subjected to heat as detailed below.
- Said transmission line (23) has a plurality of transmission plates (231) which are positioned one after another so as to have a certain space in between and which are positioned inside the transmission channel (21) so as to be substantially perpendicular with respect to the extension direction of the transmission channel (21).
- the RAP material which is advanced by the transmission plates (231) is circulated inside the transmission channel (21).
- Said transmission plates (231) have dimensions so as to substantially contact with the inner wall of the transmission channel (21).
- the transmission plates (231) strip the inner wall of the transmission channel (21) continuously, thus they strip the deeply drawn RAP which becomes adhesive as a result of the temperature, and they particularly strip the bitumen from the wall, thus, the accumulation of the bitumen on the wall is prevented and thereby the inefficiency in heat transfer is prevented. Thanks to this characteristic, the problem of decrease in heating efficiency as a result of adhesive RAP is eliminated, which is one of the biggest handicaps in the previous systems.
- Said transmission plates (231) are preferably connected onto chains (232) and said chains (232) are connected to chain gears (233) where each one is positioned to one corner of the body (20).
- the asphalt which is poured from the end of the vertical elevator (14) to the feeding inlet (28), and the cold RAP which is transferred to the transmission line (23) preferably by means of an asphalt feeding screw (not illustrated in the figure) are moved along the transmission channel (21), at the end of the transmission channel (21), they are discharged to the accumulation reservoir (26), from there they are transferred to a discharge unit with loadcell (27) from the hot RAP output (261) of the accumulation reservoir (26).
- the valve (not illustrated in the figure) at the hot RAP outlet (261) is opened and thus the hot RAP is poured to the discharge unit with loadcell (27).
- the hot air provided by the hot air generator (70) should be transferred to the RAP, which is carried in the transmission channel (21), by indirect heating in the most efficient manner so as not to give damage to the structural properties of the bitumen.
- the circulation of the hot air inside the RS body (20) so as to be in correlation with RAP is provided by means of particularly designed outer and inner air channels (24, 25). Accordingly, the air inlet pipe (241) is connected to an inner air channel (25) which is embodied on the inner volume of the body (20).
- Said inner air channel (25) comprises a lower part (251) which is positioned at the lower part of the body (20) and which has a U like cross section; an vertical part (252) which extends so as to contact with the transmission channel (21) inwardly along a part of the vertical edge of the body (20) at the continuation of the lower part (251); and a horizontal part (253) which essentially extends horizontally so as to pass through the accumulation reservoir (26) at the continuation of said vertical part (252); and an output part (254) which extends at the continuation of the horizontal part (253) in order to connect the inner air channel (25) to the outer air channel (24).
- said inner air channel (25) Thanks to the special design of said inner air channel (25), the distance the hot air advances inside the body (20) is maximized and during this circulation, maximum heat transfer is provided to the transmission channel (21) and thus to the RAP.
- the air exiting from the inner air channel (25) is transferred to the outer air channel (24) by means of a transmission pipe (248).
- Said outer air channel (24) extends along the outer periphery of the body (20) so as to contact with the transmission channel (21) outwardly at each point thereof.
- said outer air channel (24) essentially comprises an upper part (245) which extends along the upper edge of the body (20) by beginning from the region where the accumulation reservoir (26) begins; a diagonal part (243) which extends along the hypotenuse edge of the body (20) at the continuation of the upper part (245); a lower part (244) which extends along the short edge of the body (20); and an vertical part (242) which extends along the vertical edge of the body (20).
- an interconnection part (246) which extends parallel to the ground on the exterior of the lateral surface of the body (20) and which opens to a heating reservoir formed at the inner volume of the body (20) from the other end thereof.
- Said heating reservoir (22) is defined by the first and second directing wings (221 , 222).
- the first directing wing (221) extends so as to begin from the end of the transmission line (23) and so that there is a certain distance in between along the diagonal edge of the body (20).
- the second directing wing (222) extends to the lower alignment of the base of the accumulation reservoir (26) by beginning from a point on the diagonal edge of the body (20) and it extends at a substantially lower alignment of the first directing wing (221).
- the first directing wing (221) has a curved part extending in a convex manner beginning from the end of the transmission line (23) and it has a flat part extending along the diagonal edge at the continuation thereof.
- the second directing wing (222) has a bending point in the middle region thereof so that the flaps thereof will define an open V shape and thanks to this, the second directing wing (222) extends towards the base of the accumulation chamber (26) with firstly a narrower angle with respect to the ground and secondly at an angle close to vertical.
- the inner wall of the transmission channel (21) has an open structure in order to provide the direct contact of the hot air to the RAP.
- hot air enters the body (20) through the air inlet pipe (241), it advances inside the body (20) along the inner air channel (25), afterwards it advances along the outer air channel (24), afterwards it is directed towards the heating reservoir (22) into the body (20), it moves inside the heating reservoir (22), and from there it advances to the accumulation reservoir (26), and it exits the body (20) by means of the air output pipe (247).
- bitumen feeding unit (30) and a chemical feeding unit (40) transfer additional bitumen and chemical additives respectively in predetermined periods to said mixer (50).
- hot RAP, new bitumen and optionally a mixture comprising the chemical additive are mixed for the desired duration.
- Both the bitumen feeding unit (30) and the chemical feeding unit (40) preferably comprise one each proportional pump (not illustrated in the figure) which is controlled by an automatic control system. Accordingly, prior to the process, the amount of bitumen and/or chemical substance to be added to the mixture is determined in the memory of the automatic control system and accordingly, the proportional pumps (not illustrated in the figure) are controlled.
- the subject matter invention can be used together with an asphalt plant (90) when particularly binder or abrasion layer is desired to be produced, thanks to this, said asphalt layers can be produced by the asphalt plant (90) using the maximum possible proportion of RAP.
- a directing unit (60) at the output of said mixer (50), there is a directing unit (60).
- the directing unit (60) has at least one RAC silo outlet (61) and at least one asphalt plant outlet (62), and a flap (63) whose movement is controlled by the automatic control system closes one of these outlets (61 , 62) according to the condition.
- the RAC which is to be used in asphalt layers is desired to have certain characteristics. These specifications are determined in national or international norms and these specifications also apply to the asphalt concrete (RAC) which is to be produced from RAP by means of RS.
- RAC asphalt concrete
- a plurality of laboratory studies should be realized beforehand, and accordingly, first of all, the properties of aggregate and bitumen which are the raw materials used in production should be determined and accordingly, a mixture recipe should be prepared which will meet the performance properties of the asphalt layer in optimum level which is desired to be produced under certain process conditions. Different methods are used in recipe preparation; the most frequent method is the Marshall method.
- the gradation of the aggregate which has certain physical, chemical and geometric properties and which is to be used as the raw material is determined which will provide the optimum performance characteristics (stability, practical-volume specific weight, void ratio, void filled with asphalt, VFA and flow criteria) expected from the asphalt concrete mixture and the bitumen proportion which will be added to the mixture is determined.
- the automatic control system used in the subject matter invention essentially comprises cold RAP material which is to be heated inside the body (20); additional aggregate amount to be added to cold RAP; hot RAP (100) which is to be transferred to the mixer (50); additional new bitumen to be transferred to the mixer (50); and optionally the values regarding the chemical additive amount in the memory thereof; and with respect to said values, the subject matter invention controls the cold RAP silo (12), additional aggregate silo (11), band conveyor (13), discharge unit with loadcell (27), bitumen feeding unit (30) and optionally the chemical feeding unit (40) respectively.
- Said control system moreover controls the advancing speed of the transmission line (23), the temperature of the air used in the system, flow rate, the operation process of the mixer, and the timings and sequences of the processes mentioned in this paragraph.
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Abstract
Description
Claims
Priority Applications (8)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/EP2011/071680 WO2013079123A1 (en) | 2011-12-03 | 2011-12-03 | A asphalt recycling system and method for producing a new asphalt layer from the asphalt to be recycled |
| KR1020147015026A KR20140116066A (en) | 2011-12-03 | 2011-12-03 | Asphalt recycling system and method for producing a new asphalt layer from the asphalt to be recycled |
| JP2014543777A JP5945879B2 (en) | 2011-12-03 | 2011-12-03 | Heated asphalt regeneration system |
| CN201180075222.4A CN103998688A (en) | 2011-12-03 | 2011-12-03 | A asphalt recycling system and method for producing a new asphalt layer from the asphalt to be recycled |
| RU2014121082/03A RU2576540C1 (en) | 2011-12-03 | 2011-12-03 | Asphalt recycling system and method of production of new layer of asphalt from asphalt to be reused |
| EP11817474.7A EP2798122A1 (en) | 2011-12-03 | 2011-12-03 | A asphalt recycling system and method for producing a new asphalt layer from the asphalt to be recycled |
| CA2856754A CA2856754A1 (en) | 2011-12-03 | 2011-12-03 | A asphalt recycling system and method for producing a new asphalt layer from the asphalt to be recycled |
| US14/291,083 US20140269143A1 (en) | 2011-12-03 | 2014-05-30 | Asphalt recycling system and method for producing a new asphalt layer from the asphalt to be recycled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/EP2011/071680 WO2013079123A1 (en) | 2011-12-03 | 2011-12-03 | A asphalt recycling system and method for producing a new asphalt layer from the asphalt to be recycled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2013079123A1 true WO2013079123A1 (en) | 2013-06-06 |
Family
ID=45592300
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/EP2011/071680 Ceased WO2013079123A1 (en) | 2011-12-03 | 2011-12-03 | A asphalt recycling system and method for producing a new asphalt layer from the asphalt to be recycled |
Country Status (8)
| Country | Link |
|---|---|
| US (1) | US20140269143A1 (en) |
| EP (1) | EP2798122A1 (en) |
| JP (1) | JP5945879B2 (en) |
| KR (1) | KR20140116066A (en) |
| CN (1) | CN103998688A (en) |
| CA (1) | CA2856754A1 (en) |
| RU (1) | RU2576540C1 (en) |
| WO (1) | WO2013079123A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115015528A (en) * | 2022-06-24 | 2022-09-06 | 长沙理工大学 | A method for determining construction conditions of recycled asphalt concrete with high RAP content based on Marshall volume index |
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|---|---|---|---|---|
| US10683620B1 (en) * | 2019-09-23 | 2020-06-16 | Building Materials Investment Corporation | Methods of forming an asphalt shingle waste powder from asphalt shingle waste |
| US12305396B1 (en) | 2022-10-27 | 2025-05-20 | Specialty Granules Investments Llc | Reclaimed roofing granules and related methods |
| US12214358B1 (en) | 2022-11-07 | 2025-02-04 | Bmic Llc | Systems and methods for drying asphalt shingle waste |
| US12180414B2 (en) | 2022-12-12 | 2024-12-31 | Bmic Llc | Downstream uses for briquettes and other forms of powder from asphalt shingle waste |
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| JPS58185802A (en) * | 1982-04-23 | 1983-10-29 | 鹿島道路株式会社 | Apparatus for heating and regenerating asphalt paving waste material |
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- 2011-12-03 RU RU2014121082/03A patent/RU2576540C1/en not_active IP Right Cessation
- 2011-12-03 CA CA2856754A patent/CA2856754A1/en not_active Abandoned
- 2011-12-03 KR KR1020147015026A patent/KR20140116066A/en not_active Ceased
- 2011-12-03 WO PCT/EP2011/071680 patent/WO2013079123A1/en not_active Ceased
- 2011-12-03 JP JP2014543777A patent/JP5945879B2/en not_active Expired - Fee Related
- 2011-12-03 EP EP11817474.7A patent/EP2798122A1/en not_active Withdrawn
- 2011-12-03 CN CN201180075222.4A patent/CN103998688A/en active Pending
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115015528A (en) * | 2022-06-24 | 2022-09-06 | 长沙理工大学 | A method for determining construction conditions of recycled asphalt concrete with high RAP content based on Marshall volume index |
| CN115015528B (en) * | 2022-06-24 | 2023-12-08 | 长沙理工大学 | Determination method of construction conditions of high-RAP-doped regenerated asphalt concrete |
Also Published As
| Publication number | Publication date |
|---|---|
| RU2576540C1 (en) | 2016-03-10 |
| EP2798122A1 (en) | 2014-11-05 |
| JP2015504121A (en) | 2015-02-05 |
| CN103998688A (en) | 2014-08-20 |
| KR20140116066A (en) | 2014-10-01 |
| JP5945879B2 (en) | 2016-07-05 |
| CA2856754A1 (en) | 2013-06-06 |
| US20140269143A1 (en) | 2014-09-18 |
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