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WO2022266733A1 - Process for obtaining an asphalt binder modified with waste tyre rubber powder - Google Patents

Process for obtaining an asphalt binder modified with waste tyre rubber powder Download PDF

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Publication number
WO2022266733A1
WO2022266733A1 PCT/BR2021/050279 BR2021050279W WO2022266733A1 WO 2022266733 A1 WO2022266733 A1 WO 2022266733A1 BR 2021050279 W BR2021050279 W BR 2021050279W WO 2022266733 A1 WO2022266733 A1 WO 2022266733A1
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WO
WIPO (PCT)
Prior art keywords
rubber powder
sieve
high shear
rubber
process according
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
Application number
PCT/BR2021/050279
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French (fr)
Portuguese (pt)
Inventor
Luiz Henrique TEIXEIRA
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Cbb Industria E Comercio De Asfaltos E Engenharia Ltda
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Cbb Industria E Comercio De Asfaltos E Engenharia Ltda
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Application filed by Cbb Industria E Comercio De Asfaltos E Engenharia Ltda filed Critical Cbb Industria E Comercio De Asfaltos E Engenharia Ltda
Priority to PCT/BR2021/050279 priority Critical patent/WO2022266733A1/en
Priority to BR102022012720-4A priority patent/BR102022012720B1/en
Publication of WO2022266733A1 publication Critical patent/WO2022266733A1/en
Anticipated expiration legal-status Critical
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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B02CRUSHING, PULVERISING, OR DISINTEGRATING; PREPARATORY TREATMENT OF GRAIN FOR MILLING
    • B02CCRUSHING, PULVERISING, OR DISINTEGRATING IN GENERAL; MILLING GRAIN
    • B02C19/00Other disintegrating devices or methods
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04Waste materials; Refuse
    • C04B18/18Waste materials; Refuse organic
    • C04B18/20Waste materials; Refuse organic from macromolecular compounds
    • C04B18/22Rubber, e.g. ground waste tires
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B26/00Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02Macromolecular compounds
    • C04B26/26Bituminous materials, e.g. tar, pitch
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08JWORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
    • C08J3/00Processes of treating or compounding macromolecular substances
    • C08J3/02Making solutions, dispersions, lattices or gels by other methods than by solution, emulsion or suspension polymerisation techniques
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L17/00Compositions of reclaimed rubber
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L95/00Compositions of bituminous materials, e.g. asphalt, tar, pitch
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09DCOATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
    • C09D121/00Coating compositions based on unspecified rubbers
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09DCOATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
    • C09D195/00Coating compositions based on bituminous materials, e.g. asphalt, tar, pitch
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09JADHESIVES; NON-MECHANICAL ASPECTS OF ADHESIVE PROCESSES IN GENERAL; ADHESIVE PROCESSES NOT PROVIDED FOR ELSEWHERE; USE OF MATERIALS AS ADHESIVES
    • C09J195/00Adhesives based on bituminous materials, e.g. asphalt, tar, pitch
    • CCHEMISTRY; METALLURGY
    • C10PETROLEUM, GAS OR COKE INDUSTRIES; TECHNICAL GASES CONTAINING CARBON MONOXIDE; FUELS; LUBRICANTS; PEAT
    • C10GCRACKING HYDROCARBON OILS; PRODUCTION OF LIQUID HYDROCARBON MIXTURES, e.g. BY DESTRUCTIVE HYDROGENATION, OLIGOMERISATION, POLYMERISATION; RECOVERY OF HYDROCARBON OILS FROM OIL-SHALE, OIL-SAND, OR GASES; REFINING MIXTURES MAINLY CONSISTING OF HYDROCARBONS; REFORMING OF NAPHTHA; MINERAL WAXES
    • C10G1/00Production of liquid hydrocarbon mixtures from oil-shale, oil-sand, or non-melting solid carbonaceous or similar materials, e.g. wood, coal
    • C10G1/10Production of liquid hydrocarbon mixtures from oil-shale, oil-sand, or non-melting solid carbonaceous or similar materials, e.g. wood, coal from rubber or rubber waste
    • 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
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/18Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Definitions

  • the present invention is applied to the technical field of modifying asphalt binders used in the construction of flexible pavement highways, by adding waste tires with their own characteristics in a high shear process also known as terminal blend, generating a stable binder and with better characteristics to absorb the efforts generated by the action of traffic and weather on the highways.
  • Asphalts modified by dust from waste tires are already known in the state of the art because they have characteristics that increase the performance of the pavement, reducing the harmful effects of traffic and bad weather, such as elastic recovery, high softening point and high rotational viscosity.
  • the blend terminal is intended for the production of the mixture for storage and is characterized by mixing the finely ground rubber with the hot binder in a process that promotes the grinding, agitation and circulation of the mixture.
  • a fusion occurs between petroleum asphalt cement (PAC) and rubber powder, through heating (180 Q C at 190 ° C) and mechanical movement promoted by low or high shear agitators.
  • PAC petroleum asphalt cement
  • the result is a stable modified binder that can be stored without separating the phases of the mixture. This process enables even greater quality control, since it is carried out in industrial plants.
  • processes that incorporate rubber into asphalt binders can be done by mixing by stirring at high or low shear.
  • various mixing processes by agitation in high shear existing in the state of the art make use of additives, such as solvents or stabilizers, or even subject the mixture to longer processes or multiple agitation processes.
  • Document EP439232B1 adopts mixing the particles in three stages, at temperatures above 150 ° C.
  • the components mentioned for mixing are rubber, bitumen and oils.
  • the first stage comprises mixing and heating under high shear the rubber particles and oil to 150-160 °C. Q C.
  • the temperature is reduced to 190-210 ° C and the mixture remains for about two hours to mature and optionally the other components of the asphalt are added.
  • Document CN108659556A presents a method of preparing high viscosity and high elasticity rubber-modified asphalt composed of SBS polymer (Styrene-Butadiene-Styrene), basic asphalt, natural asphalt, sulfur, rubber, stabilizer, mixing agent warm and anti-aging. These components are mixed in two steps: (i) preheating the base asphalt to 170-180 °C in a colloidal high shear mill and adding the rubber; (ii) passage of the mixture from step (i) to a development tank for cyclic stirring for about 2 hours and subsequent passage of the mixture through the high shear mill, with the addition of stabilizer and reaction for about 3 hours. This process is followed by the addition of the hot mixing agent, further heating and mixing and further cooling to obtain high elasticity.
  • SBS polymer Styrene-Butadiene-Styrene
  • a basic aspect of the present invention relates to a process for obtaining asphaltic binder modified with pneumatic rubber powder characterized by combining in a single pass, in a grinding process in a high shear dispersion reactor, the rubber powder with the asphalt cement subjected to heating at a temperature of 175 ° C to 200 ° C.
  • the process differs from the solutions proposed in the state of the art by obtaining a homogeneous mixture and with little residue at the end, which results from the grinding of the rubber by the high shear mill, during the mixture, in a single pass.
  • it has the advantage of not using dispersants or other additives to homogenize the mixture and providing a process with less mixing time, as it is more efficient, allowing the mixture to pass through the high-shear mill only once.
  • This application also differs from CN108659556A by using tire rubber for insertion in asphalt cement, while the prior art document uses SBS polymer.
  • This polymer is already widely used for insertion in asphalt to improve mechanical properties and durability.
  • asphalt cement differs from rubber from tires, as it is easier to disperse. Therefore, it is not trivial to replace the polymer source in asphalt mixtures, as proposed by the present application.
  • the present invention brings an environmental benefit, not explored by document CN108659556A.
  • the disclosed process begins with loading the rubber powder into a passing silo.
  • the powder then passes through a magnetic drawer to remove the metallic filings present in the raw material.
  • the rubber is pumped automatically to a storage silo and then to the high shear mill.
  • the rubber powder passes through an auxiliary metal detector to remove possible metallic residues.
  • a dosing screw controls the entry of rubber powder into the mill according to the dosage established in proportion to the CAP.
  • the insertion of raw materials into the shear mill is adjusted through the rotation of the feed pump motor and the dosing screw, which simultaneously control the entry of rubber dust and asphalt cement into the mill.
  • the high shear mill used in the process disclosed in the present invention is a high shear dispersion reactor type mill for continuous processes, consisting of three stages.
  • the first stage consists of a rotor and stator assembly, where asphalt and rubber powder are mixed. The mixture is pushed to the edges where there is a row of stator teeth, giving rise to the first grind.
  • the second stage of the mill has a rotor and stator assembly with four rows of teeth, two on the rotor and two on the stator, which promote a new grinding in a process called medium shear.
  • the rotor and stator set has six rows of teeth, three on the rotor and three on the stator, promoting a third grinding, known as fine shearing.
  • the final product is pumped into the storage tank.
  • the application of the high shear mill combined with the use of rubber in the appropriate granulometry and chemical composition guarantee a more homogeneous mixture, with a smaller amount of residues at the end of the process when compared to other methods of the state of the art, for example the use of high or low shear agitators.
  • the combination of raw materials can be done in a single pass in the high shear mill, resulting in a significant saving in mixing time.
  • the rubber dust from waste tires must fit into the following granulometric range: 0% to 5% of the particulate material passing through the #200 sieve (0.075 mm), 10% to 35% passing through the #80 sieve (0.180 mm), 40% to 80% passing the #50 sieve (0.300 mm), 60% to 100% passing the #40 sieve (0.420 mm) and 100% passing the #30 sieve (0.600), as well as having a content of polymeric and volatile material minimum 60%, carbon black content maximum 36% and ash content maximum 9%.
  • rubber-modified asphalt has a softening point of at least 50 Q C, penetration (25 Q C, 100 g, 5 s, 0.1 mm) from 3 mm to 7 mm, elastic recovery (25 Q C, 10 cm) min 50%, dynamic viscosity (175 Q C, spindle 3, 20 rpm) min 800 cP and max 2000 cP, flash point min 235 Q C.
  • the proportion of added rubber powder is in the range of 15% to 20%, and the proportion of added asphalt cement is in the range of 85% to 80%.
  • the rubber powder passes through magnets to remove waste steel filings, before being inserted into the high shear mill.
  • the inlet temperature of the asphalt binder in the high shear mill is between 150 ° C and 180 ° C.
  • a high shear homogenizing mixer with three dispersion stages is used, composed of three sets of rotors and stators having teeth at an angle of approximately 45 Q and drive shaft speed 1100 rpm.
  • the high shear dispersion reactor type mill used is the model Dispax Reactor DR-PB 2000/50 from the manufacturer IKA.
  • an H 2 S emission reducer is added to the mixture in the high shear mill.
  • the hhS emission reducing additive used is from the manufacturer ArrMaz, marketed under the name of deScent TBP and acts in the reincorporation, to the binder, of the hhS emitted during the modification.
  • Table 1 shows an example of the production process of the state of the art and Table 2 shows an example of the production process according to the present invention, for the same amount of modified asphalt.

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Organic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Ceramic Engineering (AREA)
  • Structural Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Polymers & Plastics (AREA)
  • Medicinal Chemistry (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Oil, Petroleum & Natural Gas (AREA)
  • General Chemical & Material Sciences (AREA)
  • Dispersion Chemistry (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Food Science & Technology (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Tires In General (AREA)

Abstract

The present invention relates to a process for obtaining an asphalt binder modified with waste tyre rubber powder, characterized by involving combining, in a single step, in a process of grinding in a high-shear dispersion reactor, the waste tyre rubber powder with the asphalt cement subjected to heating at a temperature ranging from 175ºC to 200ºC, with the rubber powder falling within the following grain size range: 0%-5% of the particulate material can pass through a #200 (0.075 mm) sieve, 10%-35% can pass through a #80 (0.180 mm) sieve, 40%-80% can pass through a #50 (0.300 mm) sieve, 60%-100% can pass through a #40 (0.420 mm) sieve and 100% can pass through a #30 (0.600) sieve; and the rubber powder having a minimum volatile polymer material content of 60%, a maximum carbon black content of 36% and a maximum ash content of 9%.

Description

“PROCESSO PARA OBTENÇÃO DE LIGANTE ASFÁLTICO MODIFICADO COM PÓ DE BORRACHA DE PNEUMÁTICOS INSERVÍVEIS” “PROCESS FOR OBTAINING MODIFIED ASPHALT BINDER WITH RUBBER POWDER FROM UNSERVED TIRES”

CAMPO TÉCNICO TECHNICAL FIELD

[001] A presente invenção é aplicada ao campo técnico da modificação de ligantes asfaltos utilizados na construção de rodovias de pavimentos flexíveis, pela adição de pneus inservíveis com características próprias em um processo de alto cisalhamento também conhecido como terminal blend, gerando um ligante estável e com melhores caraterísticas para absorver os esforços gerados pela ação do tráfego e do clima nas rodovias. [001] The present invention is applied to the technical field of modifying asphalt binders used in the construction of flexible pavement highways, by adding waste tires with their own characteristics in a high shear process also known as terminal blend, generating a stable binder and with better characteristics to absorb the efforts generated by the action of traffic and weather on the highways.

ESTADO DA TÉCNICA STATE OF THE TECHNIQUE

[002] Asfaltos modificados por pó de pneus inservíveis já são conhecidos no estado da técnica por possuírem características que conferem um aumento de performance ao pavimento, diminuindo os efeitos nocivos do tráfego e das intempéries, tais como de recuperação elástica, elevado ponto de amolecimento e alta viscosidade rotacional. [002] Asphalts modified by dust from waste tires are already known in the state of the art because they have characteristics that increase the performance of the pavement, reducing the harmful effects of traffic and bad weather, such as elastic recovery, high softening point and high rotational viscosity.

[003] As técnicas atuais para a inserção do pó de borracha no ligante asfáltico são por via seca e via úmida. No processo por via seca a borracha é misturada ao ligante em substituição parcial ao agregado, gerando o concreto asfáltico modificado com adição de borracha. No processo por via úmida a borracha é moída mais fina do que no processo por via seca e é incorporada ao ligante aquecido, dando origem ao ligante modificado por borracha ou asfalto- borracha. O processo por via úmida pode ser feito de duas formas distintas, que são normalmente designados pelas expressões “continuous blend” e “terminal blend”. O continuous blend não envolve a moagem do ligante/modificador e é destinado à produção da mistura em obra para aplicação imediata devido à sua instabilidade. O terminal blend é destinado à produção da mistura para estocagem e caracteriza-se pela mistura da borracha finamente moída com o ligante quente em um processo que promove a moagem, agitação e circulação da mistura. Neste processo ocorre uma fusão entre o cimento asfáltico de petróleo (CAP) e o pó de borracha, através do aquecimento (180QC a 190QC) e da movimentação mecânica promovida por agitadores de baixo ou alto cisalhamento. O resultado é um ligante modificado estável que pode ser armazenado sem que haja separação das fases da mistura. Esse processo possibilita ainda maior controle de qualidade, uma vez que é realizado em plantas industriais. [003] Current techniques for inserting rubber powder into the asphalt binder are dry and wet. In the dry process, the rubber is mixed with the binder in partial replacement of the aggregate, generating modified asphalt concrete with the addition of rubber. In the wet process, the rubber is ground finer than in the dry process and is incorporated into the heated binder, resulting in the rubber-modified or rubber-asphalt binder. The wet process can be done in two different ways, which are usually designated by the expressions “continuous blend” and “terminal blend”. The continuous blend does not involve the grinding of the binder/modifier and is intended for the production of the mixture on site for immediate application due to its instability. The blend terminal is intended for the production of the mixture for storage and is characterized by mixing the finely ground rubber with the hot binder in a process that promotes the grinding, agitation and circulation of the mixture. In this process, a fusion occurs between petroleum asphalt cement (PAC) and rubber powder, through heating (180 Q C at 190 ° C) and mechanical movement promoted by low or high shear agitators. The result is a stable modified binder that can be stored without separating the phases of the mixture. This process enables even greater quality control, since it is carried out in industrial plants.

[004] De forma geral, os processos que incorporam borracha aos ligantes asfálticos podem ser feitos por meio da mistura por agitação em alto ou baixo cisalhamento. Para possibilitar a incorporação da borracha ao asfalto, diversos processos de mistura por agitação em alto cisalhamento existentes no estado da técnica fazem o uso de aditivos, tais como solventes ou estabilizantes, ou ainda submetem a mistura a processos mais longos ou múltiplos processos de agitação. [004] In general, processes that incorporate rubber into asphalt binders can be done by mixing by stirring at high or low shear. To enable the incorporation of rubber into the asphalt, various mixing processes by agitation in high shear existing in the state of the art make use of additives, such as solvents or stabilizers, or even subject the mixture to longer processes or multiple agitation processes.

[005] O documento EP439232B1 , por exemplo, adota mistura das partículas em três etapas, em temperaturas acima de 150 QC. Neste documento os componentes mencionados para mistura são borracha, betume e óleos. A primeira etapa é composta pela mistura e aquecimento sob alto cisalhamento das partículas de borracha e óleo a 150-160 QC. Na segunda etapa a mistura homogeneizada da primeira etapa é levada a um segundo misturador, onde a mistura é aquecida a 210-240 QC. Na terceira etapa a temperatura é reduzida a 190-210 QC e a mistura permanece por cerca de duas horas para amadurecimento e opcionalmente são adicionados os demais componentes do asfalto. [005] Document EP439232B1 , for example, adopts mixing the particles in three stages, at temperatures above 150 ° C. In this document, the components mentioned for mixing are rubber, bitumen and oils. The first stage comprises mixing and heating under high shear the rubber particles and oil to 150-160 °C. Q C. In the third step, the temperature is reduced to 190-210 ° C and the mixture remains for about two hours to mature and optionally the other components of the asphalt are added.

[006] Já o documento CN108659556A apresenta um método de preparação de asfalto modificado por borracha de alta viscosidade e alta elasticidade composto por polímero SBS (Estireno-Butadieno-Estireno), asfalto básico, asfalto natural, enxofre, borracha, estabilizador, agente de mistura quente e antienvelhecimento. Esses componentes são misturados em duas etapas: (i) pré-aquecimento do asfalto base a 170-180QC em um moinho coloidal por alto cisalhamento e adição da borracha; (ii) passagem da mistura da etapa (i) para um tanque de desenvolvimento para agitação cíclica por cerca de 2 horas e posterior passagem da mistura pelo moinho de alto cisalhamento, com a adição de estabilizador e reação por cerca de 3 horas. Esse processo é seguido pela adição do agente de mistura quente, novo aquecimento e mistura e posterior resfriamento, para obtenção da alta elasticidade. [006] Document CN108659556A presents a method of preparing high viscosity and high elasticity rubber-modified asphalt composed of SBS polymer (Styrene-Butadiene-Styrene), basic asphalt, natural asphalt, sulfur, rubber, stabilizer, mixing agent warm and anti-aging. These components are mixed in two steps: (i) preheating the base asphalt to 170-180 °C in a colloidal high shear mill and adding the rubber; (ii) passage of the mixture from step (i) to a development tank for cyclic stirring for about 2 hours and subsequent passage of the mixture through the high shear mill, with the addition of stabilizer and reaction for about 3 hours. This process is followed by the addition of the hot mixing agent, further heating and mixing and further cooling to obtain high elasticity.

REVELAÇÃO PROBLEMA TÉCNICO DISCLOSURE TECHNICAL PROBLEM

[007] O processo de incorporação de borracha a ligantes asfálticos envolve a mistura por longos períodos, com a inserção de aditivos e, em geral, mais de um processo ou etapas de mistura. Essas variáveis adicionais implicam em maiores custos ao processo. Nos processos convencionais há problemas com a dispersão do pó de borracha, gerando misturas não homogéneas e com maior quantidade de resíduo sólido ao final. Essa dificuldade ocorre porque algumas partículas de borracha não passam pelo cisalhamento por ficarem aderidas às paredes dos reatores e às pás agitadoras. [007] The process of incorporating rubber into asphalt binders involves mixing for long periods, with the insertion of additives and, in general, more than one process or mixing steps. These additional variables imply higher costs for the process. In conventional processes there are problems with the dispersion of rubber powder, generating non-homogeneous mixtures and with a greater amount of solid residue at the end. This difficulty occurs because some rubber particles do not undergo shearing because they adhere to the walls of the reactors and stirring blades.

[008] A mistura de borracha proveniente de pneus ao cimento asfáltico também gera outro passivo: a alta emissão de FLS devido à reação da borracha com o CAP em altas temperaturas. [008] The mixture of rubber from tires to asphalt cement also generates another liability: the high emission of FLS due to the reaction of the rubber with the CAP at high temperatures.

SOLUÇÃO TÉCNICA TECHNICAL SOLUTION

[009] Para superar os obstáculos e problemas descritos acima e outras desvantagens não mencionadas aqui, de acordo com os propósitos da invenção, tal como aqui descritos, um aspecto básico da presente invenção refere-se a um processo para obtenção de ligante asfáltico modificado com pó de borracha de pneumático de caracterizado por combinar em um único passe, em processo de moagem em reator de dispersão por alto cisalhamento, o pó de borracha com o cimento asfáltico submetidos a aquecimento a uma temperatura 175QC a 200QC. [009] To overcome the obstacles and problems described above and other disadvantages not mentioned here, according to the purposes of the invention, as described herein, a basic aspect of the present invention relates to a process for obtaining asphaltic binder modified with pneumatic rubber powder characterized by combining in a single pass, in a grinding process in a high shear dispersion reactor, the rubber powder with the asphalt cement subjected to heating at a temperature of 175 ° C to 200 ° C.

EFEITOS VANTAJOSOS ADVANTAGEOUS EFFECTS

[010] Ao se combinar o pó de borracha com o cimento asfáltico submetidos a aquecimento a uma temperatura 175QC a 200QC em um único passe, em processo de moagem em reator de dispersão por alto cisalhamento, há uma série de efeitos vantajosos, tais como: absorção total dos polímeros existentes no pó de borracha; diminuição da carga térmica aplicada sobre o ligante durante o período de modificação, menor consumo de energia para modificação, alta produtividade, estabilidade a estocagem e melhor performance. [010] When combining the rubber powder with the asphalt cement subjected to heating at a temperature of 175 Q C to 200 Q C in a single pass, in a grinding process in a high shear dispersion reactor, there is a series of advantageous effects, such as: total absorption of existing polymers in the rubber powder; decrease in the thermal load applied to the binder during the modification period, lower energy consumption for modification, high productivity, storage stability and better performance.

[011] O processo se diferencia das soluções propostas no estado da técnica por obter uma mistura homogénea e com pouco resíduo ao final, o que decorre da moagem da borracha pelo moinho de alto cisalhamento, durante a mistura, em um único passe. Além disso, possui a vantagem de não usar dispersantes ou outros aditivos para homogeneização da mistura e prover um processo com menor tempo de mistura, pois por ser mais eficiente possibilita que a mistura passe apenas uma vez pelo moinho de alto cisalhamento. [011] The process differs from the solutions proposed in the state of the art by obtaining a homogeneous mixture and with little residue at the end, which results from the grinding of the rubber by the high shear mill, during the mixture, in a single pass. In addition, it has the advantage of not using dispersants or other additives to homogenize the mixture and providing a process with less mixing time, as it is more efficient, allowing the mixture to pass through the high-shear mill only once.

[012] Diferente do documento EP439232B1 o presente pedido propõe a mistura da borracha com cimento asfáltico em um único passe no moinho de alto cisalhamento, resultando em um menor custo global do processo. [012] Unlike document EP439232B1, this application proposes mixing rubber with asphalt cement in a single pass in the high-shear mill, resulting in a lower overall cost of the process.

[013] O presente pedido se diferencia também de CN108659556A por utilizar borracha de pneus para inserção no cimento asfáltico, enquanto o documento do estado da técnica utiliza o polímero SBS. Esse polímero já e amplamente utilizado para inserção em asfaltos para melhora de propriedades mecânicas e durabilidade. Sua adição nos cimentos asfálticos difere das borrachas provenientes de pneus, pois é sua dispersão é mais fácil. Portanto, não é trivial a substituição da fonte de polímero nas misturas asfálticas, como a proposta pelo presente pedido. Além disso, ao propor o uso pneus inservíveis a presente invenção traz um benefício ambiental, não explorado pelo documento CN108659556A. [013] This application also differs from CN108659556A by using tire rubber for insertion in asphalt cement, while the prior art document uses SBS polymer. This polymer is already widely used for insertion in asphalt to improve mechanical properties and durability. Its addition in asphalt cement differs from rubber from tires, as it is easier to disperse. Therefore, it is not trivial to replace the polymer source in asphalt mixtures, as proposed by the present application. Furthermore, by proposing the use of waste tires, the present invention brings an environmental benefit, not explored by document CN108659556A.

DESCRIÇÃO DETALHADA DA INVENÇÃO MODOS DA INVENÇÃO DETAILED DESCRIPTION OF THE INVENTION MODES OF THE INVENTION

[014] Esta invenção não está limitada em sua aplicação aos detalhes construtivos e arranjo de componentes determinados na descrição a seguir ou ilustrados nos desenhos. A invenção é realizável com outras configurações e pode ser praticada ou executada de várias maneiras. Ademais, a fraseologia e terminologia aqui utilizadas têm o propósito de descrever e não devem ser consideradas como restritivas. O uso de “incluindo”, “compreendendo”, “possuindo”, “contendo” ou “envolvendo”, e variantes desses termos, tem a intenção de abarcar os itens listados após os ditos termos e seus equivalentes, bem como itens adicionais. [014] This invention is not limited in its application to the constructive details and arrangement of components determined in the following description or illustrated in the drawings. The invention is realizable in other configurations and can be practiced or carried out in a variety of ways. Furthermore, the wording and terminology used herein is for the purpose of description and should not be considered restrictive. The use of "including", "comprising", "having", "containing" or "involving", and variants of these terms, is intended to encompass the items listed after said terms and their equivalents, as well as additional items.

[015] Em um dos modos exemplificativos de execução da presente invenção o processo divulgado se inicia com o carregamento do pó de borracha em um silo de passagem. O pó então passa por uma gaveta magnética para retirada de resíduos de limalhas metálicas presentes na matéria prima. Em seguida a borracha é bombeada de forma automatizada para um silo de armazenamento e em seguida para o moinho de alto cisalhamento. Antes da entrada no moinho o pó de borracha passa por um detector de metais auxiliar para retirada de possíveis resquícios metálicos. Uma rosca dosadora controla a entrada do pó de borracha no moinho de acordo com a dosagem estabelecida em proporção ao CAP. A inserção das matérias primas no moinho de cisalhamento é ajustada através das rotações do motor da bomba de alimentação e da rosca dosadora, que controlam de forma simultânea a entrada de pó de borracha e de cimento asfáltico no moinho. [015] In one of the exemplary modes of implementation of the present invention, the disclosed process begins with loading the rubber powder into a passing silo. The powder then passes through a magnetic drawer to remove the metallic filings present in the raw material. Then the rubber is pumped automatically to a storage silo and then to the high shear mill. Before entering the mill, the rubber powder passes through an auxiliary metal detector to remove possible metallic residues. A dosing screw controls the entry of rubber powder into the mill according to the dosage established in proportion to the CAP. The insertion of raw materials into the shear mill is adjusted through the rotation of the feed pump motor and the dosing screw, which simultaneously control the entry of rubber dust and asphalt cement into the mill.

[016] O moinho de alto cisalhamento utilizado no processo divulgado na presente invenção é um moinho do tipo reator de dispersão de alto cisalhamento para processos contínuos, composto por três estágios. O primeiro estágio é composto por um conjunto de rotor e estator e nele ocorre a mistura do asfalto e do pó de borracha. A mistura é empurrada para as bordas onde há uma fileira de dentes do estator, dando origem à primeira moagem. O segundo estágio do moinho possui um conjunto de rotor e estator com quatro fileiras de dentes, duas no rotor e duas no estator, que promovem uma nova moagem em um processo chamado cisalhamento médio. No terceiro estágio o conjunto de rotor e estator possui seis fileiras de dentes, sendo três no rotor e três no estator, promovendo uma terceira moagem, conhecida como cisalhamento fino. Depois de passar por esses três estágios o produto final é bombeado para o tanque de armazenamento. A aplicação do moinho de alto cisalhamento, combinada com a utilização da borracha na granulometria e composição química adequadas garantem uma mistura mais homogénea, com menor quantidade de resíduos ao final do processo quando comparado aos outros métodos do estado da técnica, por exemplo o uso de agitadores por alto ou baixo cisalhamento. Além disso, devido à uma maior efetividade da mistura, a combinação das matérias primas pode ser feita em um único passe no moinho de alto cisalhamento, resultando em um ganho significativo de tempo de mistura. Para se obter o resultado desejado, o pó de borracha de pneus inservíveis deve se enquadrar na seguinte faixa granulométrica: 0% a 5% do material particulado passante na peneira #200 (0,075 mm), 10% a 35% passante na peneira #80 (0,180 mm), 40% a 80% passante na peneira #50 (0,300 mm), 60% a 100% passante na peneira #40 (0,420 mm) e 100% passante na peneira #30 (0,600), bem como possui teor de material polimérico e volátil mínimo 60%, teor de negro de carbono máximo de 36% e teor de cinzas máximo de 9%. [016] The high shear mill used in the process disclosed in the present invention is a high shear dispersion reactor type mill for continuous processes, consisting of three stages. The first stage consists of a rotor and stator assembly, where asphalt and rubber powder are mixed. The mixture is pushed to the edges where there is a row of stator teeth, giving rise to the first grind. The second stage of the mill has a rotor and stator assembly with four rows of teeth, two on the rotor and two on the stator, which promote a new grinding in a process called medium shear. In the third stage, the rotor and stator set has six rows of teeth, three on the rotor and three on the stator, promoting a third grinding, known as fine shearing. After going through these three stages, the final product is pumped into the storage tank. The application of the high shear mill, combined with the use of rubber in the appropriate granulometry and chemical composition guarantee a more homogeneous mixture, with a smaller amount of residues at the end of the process when compared to other methods of the state of the art, for example the use of high or low shear agitators. Furthermore, due to the greater mixing effectiveness, the combination of raw materials can be done in a single pass in the high shear mill, resulting in a significant saving in mixing time. In order to obtain the desired result, the rubber dust from waste tires must fit into the following granulometric range: 0% to 5% of the particulate material passing through the #200 sieve (0.075 mm), 10% to 35% passing through the #80 sieve (0.180 mm), 40% to 80% passing the #50 sieve (0.300 mm), 60% to 100% passing the #40 sieve (0.420 mm) and 100% passing the #30 sieve (0.600), as well as having a content of polymeric and volatile material minimum 60%, carbon black content maximum 36% and ash content maximum 9%.

[017] Em um modo exemplificativo de execução da presente invenção, o asfalto modificado por borracha possui ponto de amolecimento de no mínimo 50 QC, penetração (25 QC, 100 g, 5 s, 0,1 mm) de 3 mm a 7 mm, recuperação elástica (25 QC, 10 cm) de no mínimo 50%, viscosidade dinâmica (175 QC, spindle 3, 20 rpm) de no mínimo 800 cP e no máximo 2000 cP, ponto de fulgor de no mínimo 235 QC. [017] In an exemplary embodiment of the present invention, rubber-modified asphalt has a softening point of at least 50 Q C, penetration (25 Q C, 100 g, 5 s, 0.1 mm) from 3 mm to 7 mm, elastic recovery (25 Q C, 10 cm) min 50%, dynamic viscosity (175 Q C, spindle 3, 20 rpm) min 800 cP and max 2000 cP, flash point min 235 Q C.

[018] Em um modo exemplificativo de execução da presente invenção, a proporção do pó de borracha adicionado está na faixa de 15% a 20%, e a proporção de cimento asfáltico adicionado está na faixa de 85% a 80%. [018] In an exemplary embodiment of the present invention, the proportion of added rubber powder is in the range of 15% to 20%, and the proportion of added asphalt cement is in the range of 85% to 80%.

[019] Em um modo exemplificativo de execução da presente invenção o pó de borracha passa por imãs, para retirada de resíduos de limalha de aço, antes de ser inserido no moinho de alto cisalhamento. [019] In an exemplary way of implementing the present invention, the rubber powder passes through magnets to remove waste steel filings, before being inserted into the high shear mill.

[020] Em um modo exemplificativo de execução da presente invenção a temperatura de entrada do ligante asfáltico no moinho de alto cisalhamento está entre 150QC e 180QC. [020] In an exemplary way of implementing the present invention, the inlet temperature of the asphalt binder in the high shear mill is between 150 ° C and 180 ° C.

[021] Em um modo exemplificativo de execução da presente invenção é empregado um misturador homogenizador de alto cisalhamento com três estágios de dispersão, compostos por três conjuntos de rotores e estatores possuindo dentes em uma angulação de aproximadamente 45Q e velocidade de acionamento do eixo de 1100 rpm. [021] In an exemplary way of carrying out the present invention, a high shear homogenizing mixer with three dispersion stages is used, composed of three sets of rotors and stators having teeth at an angle of approximately 45 Q and drive shaft speed 1100 rpm.

[022] Em um modo exemplificativo da presente invenção o moinho do tipo reator de dispersão de alto cisalhamento utilizado é o modelo Dispax Reactor DR-PB 2000/50 do fabricante IKA. [022] In an exemplary mode of the present invention the high shear dispersion reactor type mill used is the model Dispax Reactor DR-PB 2000/50 from the manufacturer IKA.

[023] Em um modo exemplificativo de execução da presente invenção é adicionado à mistura no moinho de alto cisalhamento um redutor de emissão de H2S. [023] In an exemplary way of carrying out the present invention, an H 2 S emission reducer is added to the mixture in the high shear mill.

[024] Em um modo exemplificativo da presente invenção o aditivo redutor de emissão de hhS utilizado é do fabricante ArrMaz, comercializado sob o nome de deScent TBP e atua na reincorporação, ao ligante, do hhS emitido durante a modificação. [024] In an exemplary mode of the present invention, the hhS emission reducing additive used is from the manufacturer ArrMaz, marketed under the name of deScent TBP and acts in the reincorporation, to the binder, of the hhS emitted during the modification.

[025] Na Tabela 1 é apresentado um exemplo do processo de produção da do estado da técnica e na Tabela 2 é apresentado um exemplo do processo de produção de acordo com a presente invenção, para a mesma quantidade de asfalto modificado. [025] Table 1 shows an example of the production process of the state of the art and Table 2 shows an example of the production process according to the present invention, for the same amount of modified asphalt.

Tabela 1 - Estado da Técnica

Figure imgf000008_0001
Figure imgf000009_0001
Table 1 - State of the Art
Figure imgf000008_0001
Figure imgf000009_0001

Tabela 2 - Exemplo da Invenção

Figure imgf000009_0002
Figure imgf000010_0001
Table 2 - Example of the Invention
Figure imgf000009_0002
Figure imgf000010_0001

Claims

REIVINDICAÇÕES 01. Processo para obtenção de ligante asfáltico modificado com pó de borracha de pneumáticos inservíveis caracterizado por combinar em único passe, em processo de moagem em reator de dispersão por alto cisalhamento, o pó de borracha de pneus inservíveis com o cimento asfáltico submetidos a aquecimento a uma temperatura na faixa de 175QC a 200QC, em que: o pó de borracha se enquadra na seguinte faixa granulométrica: 0% a 5% do material particulado passante na peneira #200 (0,075 mm), 10% a 35% passante na peneira #80 (0,180 mm), 40% a 80% passante na peneira #50 (0,300 mm), 60% a 100% passante na peneira #40 (0,420 mm) e 100% passante na peneira #30 (0,600); e o pó de borracha possui teor de material polimérico e volátil mínimo 60%, teor de negro de carbono máximo de 36% e teor de cinzas máximo de 9%. 01. Process for obtaining modified asphalt binder with rubber powder from waste tires characterized by combining in a single pass, in a grinding process in a high shear dispersion reactor, the rubber powder from waste tires with asphalt cement subjected to heating at a temperature in the range of 175 ° C to 200 ° C, where: the rubber powder falls within the following granulometric range: 0% to 5% of the particulate material passing through the #200 sieve (0.075 mm), 10% to 35% passing #80 sieve (0.180 mm), 40% to 80% passing #50 sieve (0.300 mm), 60% to 100% passing #40 sieve (0.420 mm) and 100% passing #30 sieve (0.600 mm) ; and the rubber powder has a minimum polymeric and volatile material content of 60%, a maximum carbon black content of 36% and a maximum ash content of 9%. 02. Processo de acordo com a reivindicação 01 , caracterizado pelo asfalto modificado por borracha possuir ponto de amolecimento de no mínimo 50 QC, penetração (25 QC, 100 g, 5 s, 0,1 mm) de 3 mm a 7 mm, recuperação elástica (25 QC, 10 cm) de no mínimo 50%, viscosidade dinâmica (175 QC, spindle 3, 20 rpm) de no mínimo 800 cP e no máximo 2000 cP, ponto de fulgor de no mínimo 235 QC. 02. Process according to claim 01, characterized in that rubber-modified asphalt has a softening point of at least 50 ° C, penetration (25 ° C, 100 g, 5 s, 0.1 mm) from 3 mm to 7 mm , elastic recovery (25 Q C, 10 cm) of at least 50%, dynamic viscosity (175 Q C, spindle 3, 20 rpm) of at least 800 cP and a maximum of 2000 cP, flash point of at least 235 Q C . 03. Processo de acordo com a reivindicação 01 , caracterizado pela proporção do pó de borracha adicionado estar na faixa de 15% a 20%, e a proporção de cimento asfáltico adicionado estar na faixa de 85% a 80%. 03. Process according to claim 01, characterized by the proportion of added rubber powder being in the range of 15% to 20%, and the proportion of added asphalt cement being in the range of 85% to 80%. 04. Processo de acordo com a reivindicação 01 , em que o pó de borracha passa por imãs, para retirada de resíduos de limalha de aço, antes de ser inserido no moinho de alto cisalhamento. 04. Process according to claim 01, in which the rubber powder passes through magnets, to remove steel filings residues, before being inserted into the high shear mill. 05. Processo de acordo com a reivindicação 01 , caracterizado pela temperatura de entrada do ligante asfáltico no moinho de alto cisalhamento estar entre 150 QC e 180 QC. 05. Process according to claim 01, characterized by the inlet temperature of the asphalt binder in the high shear mill being between 150 ° C and 180 ° C. 06. Processo de acordo com a reivindicação 01 , caracterizado por utilizar misturador homogenizador de alto cisalhamento com três estágios de dispersão, compostos por três conjuntos de rotores e estatores possuindo dentes em uma angulação de aproximadamente 45Q e velocidade de acionamento do eixo de 1100 rpm. 06. Process according to claim 01, characterized by using a high shear homogenizing mixer with three stages of dispersion, composed of three sets of rotors and stators having teeth at an angle of approximately 45 Q and shaft drive speed of 1100 rpm. 07. Processo de acordo com a reivindicação 01 , em que é adicionado à mistura no moinho de alto cisalhamento um redutor de emissão de H2S. 07. Process according to claim 01, in which an H2S emission reducer is added to the mixture in the high shear mill.
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