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Determinación de las propiedades mecánicas de la lámina para pista atléti= ca a partir de caucho reciclado utilizando poliuretano

Determination of the mechanical properties of the film for athletic track from recycled rubber using polyurethane

<= o:p>

¹=

Alejandra Marlene Lascano More= ta

<= /span>

https://orcid.org/0000-0001-99= 81-0473

<= /span>

Universidad Técnica de Ambato, Ecuador

am.lascano@uta.edu.ec

²=

Diego Andrés Llerena Pico

<= /span>

https://orcid.org/0009-0006-55= 21-6695

<= /span>

Universidad Técnic= a de Ambato, Ecuador

dllerena5438@uta.edu.ec

³

Segundo Manuel Esp= ín Lagos                                 https:= //orcid.org/0000-0001-8049-452X

Universidad Técnic= a de Ambato, Ecuador

sespin@uta.edu.ec

⁴

Diego Rafael Freire Romero                                   http= s://orcid.org/0009-0004-3439-2572

Harbert International Establishment S de RL, Ecu= ador

freired@harbert.com.ec

⁵

Fernanda Patricia Guamanquispe Vaca                  https://orcid.org/0000-0002-8830-138X

Universidad Técnic= a de Ambato, Ecuador

fguamanquispe8596@uta.edu.ec=

=

=

Artículo de Investigación Científica y Tecnológica<= /b>

Enviado: = 11/02/2023

Revisado:= 13/03/2023

Aceptado:= 10/04/2023

Publicado= :19/05/2023

DOI: https://doi= .org/10.33262/concienciadigital.v6i2.2557

=

&nbs= p;

Cítese:

Lascano Moreta, A. M., Llerena Pico, D. A., Espín Lagos, S. M., Freire Romero, D. R., & Guamanquispe Vaca, F. P. (2023). Determinación de las propiedades mecánicas de la lámi= na para pista atlética a partir de caucho reciclado utilizando poliuretano. ConcienciaDigital, 6(2), 155-173. https://doi= .org/10.33262/concienciadigital.v6i2.2557

CONCIENCIA DIGITAL, es una revista multidisciplinar= , trimestral, que se publicará en soporte electrónico tiene como misión contribu= ir a la   formación de profesionales competentes con visión humaníst= ica y crítica que sean capaces de exponer sus resultados investigativos y científicos en la misma medida que se promueva mediante su intervención cambios positivos en la sociedad. https://concienciadigital.org.

<= span style=3D'font-size:8.0pt;mso-fareast-font-family:"Times New Roman";mso-bi= di-font-family: "Times New Roman";mso-fareast-language:ES'>La revista es editada por la Editorial Ciencia Digital (Editorial de prestigio registrada en la Cámara Ecuatoriana de Libro con No de Afiliación 663) www.celibro.org.= ec

=

Esta revista está protegida ba= jo una licencia Creative Commons Atribución-NoComercial-CompartirIgual 4.0 International. Copia de la licencia: https://creativecommons.org/li= censes/by-nc-sa/4.0/deed.es

Palabras claves: caucho reciclado, frac= ción volumétrica, láminas de caucho reciclado, neumáticos, poliuretano.=

Resumen =

Introducción: la contaminación ambiental causada por las llantas en desuso, la constante fabricación de llantas y la dificultad para desecharlas después= de ser usadas, constituye uno de los problemas medioambientales más serios de los últimos ańos en el mundo, por la cual se hace urgente contrarrestarla mediante el reciclaje, insertando en el mercado como láminas a partir del caucho reciclado para pistas atléticas, que además de aprovechar el mater= ial reciclable de las llantas convencionales trae consigo muchos beneficios ambientales. Se trabajó bajo las condiciones establecidas en la normativa ASTM D3039 para las propiedades mecánicas de tracción, ASTM D695-15 para compresión y ASTM D2240-05 para dureza. Objetivos: determinar las propiedades mecánicas de la lám= ina para pista atlética a partir de caucho reciclado utilizando poliuretano. = Metodología: en el presente tr= abajo experimental la población a considerar fueron las probetas del material <= /span>compuesto conformado con poliuretano y partículas de ca= ucho reciclado a distintas variaciones. Resultados: se planteó la investigación basando en la utilización de partículas de caucho reciclado= y poliuretano a distintas fracciones volumétricas que van desde 70 % de poliuretano y 3= 0 % de partículas de caucho, 60 % poliuretano y 40 % partículas de caucho, 50= % de poliuretano y 50 % de partículas de caucho, con un tamańo granulométri= co de 0,05 mm a 1 mm, dando como resultado la fracción volumétrica con mejor= es propiedades mecánica la que está constituida por 70 % Poliuretano y 30% de partículas de caucho, esto debido a que las dimensiones de las partículas= de caucho tienen el tamańo adecuado y la cantidad necesaria para adherirse de mejor manera al poliuretano, alcanzando un rendimiento óptimo y mejorando= los resultados obtenidos en esta fracción. Conclusiones: el material obten= ido con fracciones volumétricas del 70 % matriz polimérica y 30 % de refuerzo= con partículas de caucho reciclado proporcionaron un mejor comportamiento a compresión, tracción y dureza. <= /span>Área de est= udio general: materiales. Área de est= udio específica: polímeros.=

Keywords:recycled rubber, volume fraction, recycled rubber sheets, tires, polyurethane.<= /o:p>

&= nbsp;

Abstract<= /o:p>

Introduction: the environmental pollution caused by tires in disuse, the constant manufacture of tires and the difficulty to dispose of them after being used, constitutes one of the most serious environmental problems of recent years in the world, for which it is urgent to countera= ct it through recycling, inserting in the market as sheets from recycled rub= ber for athletic tracks, that in add= ition to taking advantage of the recyclable material of conventional tires brin= gs with it many environmental benefits. We worked under the conditions established in ASTM D3039 for mechanical tensile properties, ASTM D695-15= for compression and ASTM D2240-05 for hardness. Objectives: to determine the mechanical properties of the sheet for athletic tr= ack from recycled rubber using polyurethane. Methodology: in the present experimental work the population to be considered were the specimens of the composite material formed with polyurethane and particles of recycled rubber to different variations. Results: the research was based on the use of recy= cled rubber and polyurethane particles at different volumetric fractions rangi= ng from 70 % polyurethane and 30 % rubber particles, 60 % polyurethane and 4= 0 % rubber particles, 50 % polyurethane and 50 % rubber particles, with a granulometric size of 0.05 mm to 1 mm, resulting in the volumetric fraction with better mechanical proper= ties which is constituted by 70% Polyurethane and 30% rubber particles, this because the dimensions of the rubber particles have the right size and the necessary amount to adhere better to the polyurethane, reaching optimal performance and improving the results obtained in this fraction. <= span lang=3DEN-US style=3D'mso-ansi-language:EN-US'>Conclusions: the material obtained with volumetric fractions of 70 % polymer ma= trix and 30 % reinforcement with recycled rubber particles provided better compression, traction, and hardness behavior. Area of general study: mathematics. Specific area of study: polymers.

Introducción

Las llantas al fabricarse a partir de caucho natural, caucho sintético, negro de humo, agentes químicos (azufre, óxido de zinc, cadmio), y elementos de refuerzo (hilos de acero y textiles), se convierten en un tipo de residuo de manejo especial, que por su composición= y tamańo no son recibidos en los rellenos sanitarios lo cual conlleva a que se genere una inadecuada disposición (Cardona & Sánchez, 2011), de allí qu= e, son arrojados a los bordes de las carreteras, solares, ríos, etc. afectando negativamente el medio ambiente (Miranda, 2006).

Estas llantas se convierten en un factor altamente contaminante que atenta contra el medio ambiente, debido a su cor= ta vida útil (aproximadamente 18 meses) y a los inadecuados procesos de disposición final que se aplican (Leung et al., 2002); gran parte de las llantas luego de su uso, son almacenadas en depósitos clandestinos, techos o patios de vivienda, basureros y en espacios públicos (lagos, ríos, calles y parques), con graves consecuencias en términos ambientales, económicos y sanitarios (Santander, 2018).

La quema de llantas afecta la calidad del ai= re debido a alta proliferación de dioxinas, mercurio, hidrocarburos poli aromáticos y metales pesados como plomo, zinc, níquel y vanadio, líquidos y sólidos dańinos (López, 2019), que además según la Agencia para la Protecci= ón del Medio Ambiente de EU EPA, pueden ser contaminantes del suelo y del agua superficial y subterránea (Aguilar, 2023). Se afirma que la quema o incineración ya sea por incendios en los vertederos o por incineración controlada es el mayor problema atmosférico porque genera diferentes contaminantes tóxicos, tales como partículas sólidas, NOx1, SO2, COV, gases clorados y dioxinas (Babativa & Holguín, 2017).

Estos contaminantes afectan la salud humana = ya que son agentes cancerígenos, causan malformaciones congénitas, diabetes, altera el sistema hormonal, inmunológico, respiratorio y nervioso (<= span style=3D'mso-bidi-font-size:12.0pt;line-height:115%;mso-fareast-font-family= :"Malgun Gothic"; mso-bidi-font-family:"Times New Roman"'>Rodríguez-Moreno, 2013).

En cuanto a la proliferación de vectores, es= tos transmiten parásitos, incluyendo virus, bacterias, protozoos y helmintos. Cuando las llantas usadas son almacenadas en lugares abiertos, albergan gran cantidad de agua estancada y absorben luz solar creando un ambiente propicio para la reproducción de roedores, vectores o mosquitos trasmisores de enfermedades (Ardila & Arriola, 2017). Es claro entonces que la contaminación desde las llantas en desuso es nociva para la salud, la seguridad, y el bienestar de la población, de la vida vegetal y animal.

Esta problemática se agranda si se tiene en cuenta que cada ańo, cerca de 1000 millones de neumáticos llegan al final d= e su vida útil en todo el mundo (Herrero, 2019); y que el parque automotor va creciendo cada ańo de manera vertiginosa, lo que ha hecho que el consumo promedio de llantas en Colombia este entre 4,5 y 5,5 millones, de las cuale= s se recicla por incineración y en rellenos sanitarios un 72 por ciento, se reencaucha un 17 por ciento, el 6 por ciento tiene un destino artesanal y a= un 5 por ciento se le da otros usos, como el 'regrabado' (Santander, 2018).

Tanto el caucho natural como el sintético, al igual que el plástico, se deterioran continuamente. Por tal motivo, es importante que los custodios de las colecciones tomen conciencia que, controlando correctamente el deterioro, se puede prolongar la vida útil de estos materiales, a fin de minimizar la problemática del destino final de l= os neumáticos que en la actualidad se constituyen como un problema de salud pública, técnico, estético y ambiental (Shulan et al., 2011).

Como sucede con todos los materiales orgánic= os, el caucho y el plástico se deterioran de distinta forma, a velocidades que varían ampliamente y que resultan impredecibles. El deterioro puede ser químico, causado por oxidación o hidrólisis, o bien físico o biológico. Tal= es procesos pueden ocasionar cambios en la composición química, las propiedades físicas y el aspecto de los materiales mencionados. Es posible que se liber= en vapores dańinos para otros objetos, como también que aparezcan exudaciones o acumulaciones en la superficie de los objetos de caucho y plástico (= Doğan et al., 2012).

Los principales agentes que causan el deteri= oro del caucho y los plásticos son la radiación, la humedad elevada, la tempera= tura alta, el oxígeno y los gases contaminantes, al igual que la tensión y otras fuerzas físicas directas (Posada, 2012). Pese a ello, no todos los cauchos y plásticos son atacados en la misma medida por cada agente.

La crisis ambiental y la contaminación va en aumento en los últimos ańos, siendo esta una de las razones por la cual se = ha realizado este estudio para disminuir este tipo de contaminantes, dando como resultado la creación de un material con excelentes propiedades mecánicas reemplazando a los materiales convencionales de la industria. En la presente investigación se estudia las propiedades mecánicas de las láminas para pista atlética a partir de caucho reciclado utilizando poliuretano, donde la adic= ión de partículas de caucho en polímer= os termoestables es una forma de promover el reciclaje de los neumáticos fuera= de uso, los mismos que hoy en día se encuentran sustituyendo materiales tradicionales por materiales compuestos a bajo costo y afables con el ambiental, por esta razón, el objetivo de la investigación es la obtención = de un material a partir de las partículas de caucho reciclados y poliuretano. =

En la actualidad la utilización del poliuret= ano se ha incrementado considerablemente esto debido a que son muy flexibles, y= al ser combinadas con un buen aditivo, garantiza la existencia de una buena aleación en cauchos y plásticos, dando como resultado un esfuerzo notable. = El caucho es utilizado en el campo del calzado para la formación de las suelas esto debido a la aleación con poliuretano. Sin embargo, en muchos de los ca= sos la adhesión no es favorable, de los cuales se investigaron los inconvenient= es que se suscitaron, dando como solución diferentes tratamientos superficiales a = el caucho para que este tenga una elevada mejora en sus propiedades y en su adherencia con los distintos tipos de poliuretano (Fernández, 1991).

El poliuretano es una reacción química entre= el isocianato y el poliol, dando como resultado una resina que puede optar por formas duras que se las puede utilizar como recubrimientos sólidos o flexib= les. En la actualidad los poliuretanos se establecen en el sexto lugar del merca= do plástico ocupando el 5% en ventas mundialmente, donde se confirma que estos materiales son indispensables en la industria por el poco tiempo en su reac= ción (Ocampo, 2012).

Las partículas de caucho reciclados se incorporan con los polímeros como un método de reutilización. El caucho reciclado se agrupa en polímeros que pueden ser termoestable, termoplástico= s y goma, pero en mucho de los casos la compatibilidad de estos compuestos es un dilema debido a que al momento de realizar la mezcla estos pierden propieda= des mecánicas debido a la interfaz (Pérez, 2015).

Estas mezclas son compactadas por medio de procesos físicos entre dos polímeros, donde el responsable de las propiedad= es mecánicas es la matriz continua, por lo tanto, la excelencia en la mezcla e= s la compactación entre los polímeros donde los resultados serán los deseables. Aplicando una reacción dinámica entre el caucho reciclado y el polímero mej= ora significativamente las propiedades del material, elevando la adherencia y disminuyendo las tensiones que existe entre las caras y alcanzando una separación más delgada del caucho al momento de la mezcla (Ramarad et al., = 2014).

En estudios anteriores se demuestra que a pa= rtir de la incorporación de partículas de caucho de los neumáticos fuera de uso = con poliuretano generan cambios significativos en su estructura. En la actualid= ad se han convertido en una mezcla valiosa y positiva para nuevas aplicaciones industriales tales como la fabricación de láminas impermeables, asfaltos, aislamiento acústico, etc. mejorando sus propiedades mecánicas estáticas, densidad y su estabilidad térmica, reduciendo considerablemente la huella ecológica que deja este tipo de desechos (Piszczyk et al., 2015).

La ciencia e ingeniería de materiales tiene = un campo amplio e interdisciplinario encargado de estudiar y manipular tanto composiciones químicas como físicas en la estructura de los materiales, controlando propiedades mediante síntesis y procesamientos, enfocadas en la transformación de materiales en instrumentos o estructuras útiles. En ingen= iería de materiales es importante disponer relaciones entre el material y el rendimiento de un mecanismo donde se tomará en cuenta la microestructura, composición y la forma a la que se redujo y se procesó el material (Askelan= d, 2011).

Metodología

En el presente trabajo experimental la población a considerar fueron las probetas del material compuesto conformado con poliuretano y partículas de caucho reciclado a distintas variaciones, donde se trabajó ba= jo las condiciones establecidas en la normativa ASTM para las propiedades mecánicas ASTM D3039 para tracción, ASTM D695-15 para compresión y ASTM D2240-05 para dureza. Para la conformación de las fracciones volumétricas d= el poliuretano están en el rango de 50%, 60% y 70% del porcentaje total de la composición del material y con un porcentaje de partículas de caucho recicl= ado de 50%, 40% y 30% respectivamente, el tamańo de la partícula de caucho a utilizar en la investigación es la que esta denominada D y está en el rango= de (0,05 - 1) mm.

Se consider= o un mínimo de 5 probetas por prueba tanto para tracción, compresión y dureza, se considerará 2 probetas adicionales en caso de que exista alguna contrarieda= d en alguna de ellas, dando un total de 63 probe= tas como se muestra en la tabla 1, de tal manera que los resultados obtenidos en cada ensayo fueron puntualizados en fichas para proceder a su pertinente estudio y analizar e interpretar los datos realizados.

Tabla 1<= /p>
Número de probetas y su fracción volumétrica<= /o:p>

Granulo= metría

No=

Configuración

Fracción volumétrica

Probetas<= /i>

Tracción<= /i>

Probetas compresión

Probetas dureza

TIPO D<= o:p>

(0,05-1= ) mm

1<= /o:p>

A1

70 % Poliuretano

30 % Partículas de caucho

7

7

7

2<= /o:p>

A2

60 % Poliuretano

40 % Partículas de caucho

7

7

7

3<= /o:p>

A3

50 % Poliuretano

50 % Partículas de caucho

7

7

7

Total de probetas

21

21

21

Fuente: Llerena (2019)

Granulometría=

El tamańo de granulometría se tomó como referencia de investigaciones posteriores donde = se destaca que los mejores resultados obtenidos y con características mecánicas superiores es la que se encuentra en el rango de 0,05 mm – 0,60 mm, independientemente de la composición volumétrica de la matriz y del refuerz= o. Para la actual investigación se utilizará el tamańo de partículas de caucho= con la siguiente denominación:

·&nb= sp;     Para D1: 0,05 mm -= 1 mm.

Figura 1<= /p>
Morfología de la partícula de caucho

Fuente: Llerena (2019)

La resina utilizada es de poliuretano cronodur PU-90 (A+B), la cual corresponde a una resina ideal para este tipo de trabajo debido a su fácil preparación, se lo consiguió en el cantón Salcedo en la empresa Resina, donde se realizó un análisis previo del producto siendo este óptimo para la fabricación del material compuesto.

Los moldes = se los elaboró acorde a la norma ASTM, la misma que determina los ensayos y las normas a utilizar, así como el dimensionamiento y el número de probetas a realizar para cada ensayo.

Tabla 2

Dimensionamiento de los moldes según la norma ASTM=

Ensayo

Norma

Dimensiones

Número de probetas

Tracción

ASTMMD30= 39-2015

Largo 250 mm

Ancho 25 mm

Espesor 3 mm

5

Compresión

ASTMMD69= 5-15

Largo 250 mm

Ancho 25 mm

Espesor 3 mm

5

Dureza

ASTMMD22= 40-05

Largo 250 mm

Ancho 25 mm

Espesor 3 mm

5

Fuente: Llerena (2019)

Ensayos

Para la realización de los ensayos a tracción, compresión y dureza, se los desarrollo en la ciudad de Ambato en = las instalaciones del Centro de Fomento Productivo Metalmecánico Carrocero de <= span style=3D'mso-bidi-font-size:12.0pt;line-height:115%;mso-bidi-font-family:"T= imes New Roman"'>Tungurahua, donde se aplicó las normas correspondientes para cada uno de los ensayos indicando el equipo a utilizar.

A.<= span style=3D'font:7.0pt "Times New Roman"'>   Ensayo a Tracción

El ensayo a tracción se trabajó bajo la Norma ASTM D3039: “Standard Test Method For Tensile Properties of Polymer Matrix Composite Materials”, la que consi= ste en colocar la probeta en una célula de carga las cuales se acoplan los util= lajes para la realización del ensayo.

Mediante el ensayo a tracción se obtuvo la fuerza máxima, esfuerzo máximo a la tracción, módulo de elasticidad y el porcentaje de elongación, donde se obtuvo cálcul= os estadísticos tales como el promedio (x), desviación estándar y el coeficiente de variación (CV= ).

La nomenclatura del tipo de falla evaluad= a se lo especifica en la tabla 3.

Tabla 3

Nomenclatura del tipo de falla evaluado=

Primer = carácter

Tipo de= falla

Segundo= carácter

Área de= falla

Tercer = carácter

Localiz= ación de la falla

L<= /o:p>

Lineal

A<= /o:p>

En el agarre

T<= /o:p>

Parte superior

G<= /o:p>

Agarre

I<= /o:p>

Dentro del agarre

U<= /o:p>

Desconocido

A<= /o:p>

Angular

G<= /o:p>

Zona calibrada

M<= /o:p>

Medio

Fuente: Llerena (2019)

La máquina utilizada para la realización = de los ensayos a tracción es la máquina de ensayos universal Metrotec Serie MTE-50, con una velocidad de 10 mm/min, con una precarga de 0,01 N, la misma que es utilizada para ensayar materiales compuestos con la ayuda de un sofisticado sistema computarizado como se muestra en la figura 2.

Figura 2

Máquina de ensayo a tracción

Fuente: Llerena (2019)

B.<= span style=3D'font:7.0pt "Times New Roman"'>   Ensayo a Compresión

Para la realización del ensayo a compresión se aplicó la Norma ASTM D695-2015: “= Standard Test Method For Compressive Properties of Rigid Plastic”, al igual que = el ensayo a tracción se utiliza el mismo procedimiento de medición y las mismas características de la máquina universal Metrotec Serie MTE50, con la única diferencia que en las células se coloca los platos, los mismos que realizan= la compresión, con una velocidad de 1,3 mm/min, tal como muestra la figura 3.<= o:p>

Figura 3=

Máquina de ensayo a compresión

Fuente: Llerena (2019)

Al realizar= el ensayo a compresión se pudo obtener los resultados requeridos para su respe= ctivo análisis, de los cuales se determinaron la fuerza máxima, fuerza de fluenci= a, el esfuerzo máximo de compresión, esfuerzo de fluencia, el porcentaje de elongación y el módulo de elasticidad, de los resultados obtenidos se obtuvo los valores estadísticos de los cuales se calculó el promedio (x), desviaci= ón estándar y el coeficiente de variación (CV= ).

C.<= span style=3D'font:7.0pt "Times New Roman"'> Ensayo de Dureza

En el ensay= o de dureza se empleó la Norma ASTM D2240-05: “Standard Test Method For Rubber Property – Durometer”, debido a que existe dos tipos de dureza shore en= el Centro de Fomento Productivo Metalmecánico Carrocero de Tungurahua, se hizo pruebas con la Dureza Shore A y la Dureza Shore D, dando mejores valores en= la escala de dureza Shore D, debido a que esta escala trabaja con materiales c= omo el caucho. Este tipo de ensayo se lo realizó manualmente con un intervalo de tiempo de identación de 1 segundo para mejor obtención de información. En la figura 4, se muestra el equipo utilizado para el ensayo de Dureza Shore D.

Figura 4

Máquina para ensayo de dureza Shore D=

Fuente:<= /span> Llerena (2019)

Métodos=

Los valores= que se presentan en la tabla 4, corresponden a las cantidades que debe estar conformada el material compuesto, garantizando que el material resultante s= ea el ideal para la elaboración de las probetas sin que estas afecten las propiedades mecánicas.

Tabla 4

Valores de Volumen y masa para cada tipo de probet= a

Ensayo

Fp

Fm

Volumen
molde

δp
(g/cm³)

δm
(g/cm³)

Vp
(cm³)

Vm
(cm³)

Pp (g)

Pm (g)

Tracción

0,30

0,70

131,25

0,99=

1,133

39,375

91,875

38,981

104,094

0,40

0,60

52,500

78,750

51,975

89,224

0,50

0,50

65,625

65,625

64,969

74,353

Compresión

0,30

0,70

7,62

2,286

5,334

2,263

6,043

0,40

0,60

3,048

4,572

3,018

5,180

0,50

0,50

3,810

3,810

3,772

4,317

Dureza

0,30

0,70

119,88

35,964

83,916

35,604

95,077

0,40

0,60

47,952

71,928

47,472

81,494

0,50

0,50

59,940

59,940

59,341

67,912

Total de volumen y masa por molde

310,500

465,750

307,395

527,695

Fuente: Llerena (2019)

A.<= span style=3D'font:7.0pt "Times New Roman"'>   Probetas a Tracción

1.<= span style=3D'font:7.0pt "Times New Roman"'>    Para la elaboración de las probetas se tomaron en cuenta las fracciones volumétr= icas determinadas en la tabla 4, tanto de la matriz como la del refuerzo. Se pro= cede al respectivo pesaje del Caucho Reciclado y la del Poliuretano utilizando la balanza electrónica.

2.<= span style=3D'font:7.0pt "Times New Roman"'>    Se procede a realizar la mezcla homogénea tanto de la matriz como la del refue= rzo en un recipiente de plástico para evitar que esta se derrame o se desperdic= ie, con la ayuda de un mezclador debemos asegurar de que el material se combine= de la mejor manera para obtener mejores resultados de la mezcla.

3.<= span style=3D'font:7.0pt "Times New Roman"'>    Es necesario la utilización de cera desmoldante para que el material no se adh= iera al molde y poder sustraer de manera adecuada las probetas sin que esta perjudique.

4.<= span style=3D'font:7.0pt "Times New Roman"'>    Se vierte el material en el molde de manera uniforme y con una espátula se va dando forma en el molde, llegando a las partes de difícil acceso como son l= os filos del molde.

5.<= span style=3D'font:7.0pt "Times New Roman"'>    Se procede a cerrar el molde colocando su tapa en los agujeros de los pernos y ajustar las tuercas para evitar que el material se deforme al momento de moverlo de un lugar al otro.

6.<= span style=3D'font:7.0pt "Times New Roman"'>    Es necesario dejarlo secar por un periodo de 24 a 36 horas antes de desmoldarl= o, una vez trascurrido este lapso se procede a repetir el proceso hasta obtener las láminas con las especificaciones de la norma ASTM D3039-2015.

7.<= span style=3D'font:7.0pt "Times New Roman"'>    El proceso se repetirá hasta obtener las láminas con las diferentes composicio= nes volumétricas.

B.<= span style=3D'font:7.0pt "Times New Roman"'>   Probetas a Compresión

1.<= span style=3D'font:7.0pt "Times New Roman"'>    Se repite los 2 primeros pasos descritos anteriormente en la elaboración de las probetas a tracción.

2.<= span style=3D'font:7.0pt "Times New Roman"'>    Se procede aplicar cera desmoldante en el molde de compresión de manera unifor= me para que al momento de desmoldar no se complique su extracción.<= /span>

3.<= span style=3D'font:7.0pt "Times New Roman"'>    Se vierte el material en el molde de compresión una vez hecha la mezcla, es necesario la utilización de un embudo para evitar que el material se desperdicie y este pueda ingresar al interior de del molde (neplo), para ev= itar que exista vacíos o poros al momento del ingreso del

4.&n= bsp;   material es necesa= rio utilizar una varilla de ˝ pulgada para compactar de manera uniforme el material.

5.&n= bsp;   Una vez que esté l= leno el molde con el material se procedo a tapar, pero es esencial que en la ros= ca no quede material ya que si esto pasa será decil de sacar la tapa, la cual también debe tener cera desmoldante para su fácil desenroscado.

6.    Es necesario esperar un tiempo de 36 a 48 horas para que se seque totalmente debido a que en el interior de la probeta todavía no se seca completamente.=

7.    Se procede a cortar de manera manual las probetas con una cierra circular con las dimensiones establecidas en la nor= ma ASTM D695-2015.

8.    Debido a que los extremos de la probeta quedan desiguales debido al corte, es necesario lijarlos, hasta dejarlos de manera uniforme para después proceder= al control de calidad.

9.&n= bsp;   El proceso se lo repite hasta obtener las probetas establecidas anteriormente.

C.<= span style=3D'font:7.0pt "Times New Roman"'> Probetas de Dureza

Para la elaboración de las probetas= de dureza se utiliza el mismo procedimiento de elaboración que el de las probe= tas a tracción, con la diferencia que el molde que se utiliza para su fabricaci= ón es de acuerdo con las especificaciones de la norma ASTM D2240-15.

Resultados

Los resulta= dos conseguidos en la realización de los ensayos de tracción, compresión y dure= za se los comparará mediante gráficas y estadísticamente entre las distintas fracciones volumétricas tanto de la matriz como de la del refuerzo.

Se muestra = los datos promedios de las propiedades mecánicas adquiridas en el ensayo a tracción. Los resultados obtenidos en la investigación se tabulan obteniendo los valores promedios de las propiedades mecánicas calculadas, como es la fuerza máxima, esfuerzo máximo de tracción, módulo de elasticidad y el porcentaje de elongación.

Tabla 5<= /p>
Recopilación de información del material compuesto= de las cantidades promedio del ensayo a Tracción

Granulometría

Fracción
Volumétrica

Fuerza Máxima
(N)

Esfuerzo Máximo
de Tracción
(MPa)

Módulo de
Elasticidad
(MPa)

% de Elongación

D1:
(0,05 – 1) mm

70% - 30%=

759,9

10,063

222,6

6,044

60% - 40%=

574,3

7,897

197

5,249

50% - 50%=

522,6

7,148

226,6

3,168

Fuente: Llerena (2019)

Se represen= ta los valores promedios obtenidos de las propiedades mecánicas en el ensayo a tracción, de los cuales están interpretados el esfuerzo máximo de tracción = y el módulo de elasticidad. La granulometría utiliza en la investigación va desde los 0,05 – 1 mm donde se evidencia que el valor más alto en el esfuerzo máx= imo es el de la fracción volumétrica 70% - 30%, mientras que en el módulo de elasticidad el valor más alto es el de la fracción volumétrica 50% - 50%.

Se muestra = los datos promedios de las propiedades mecánicas adquiridas en el ensayo a compresión. Los resultados obtenidos en la investigación se tabulan obtenie= ndo los valores promedios de las propiedades mecánicas calculadas, como el esfu= erzo máximo de compresión, esfuerzo de fluencia, porcentaje de deformación y el módulo de elasticidad.

Tab= la 6

Recopilación de información del material compuesto de las cantidades promedio del ensayo= a Compresión

Granulomdetría

Fracción
Volumétrica

Esfuerzo Máximo
de Compresión
(MPa)

Esfuerzo de
Fluencia
(MPa)

% de
Deformación

Módulo de
Elasticidad
(MPa)

D1:
(0,05 – 1) mm

70% - 30%=

23,284

16,3

36,03

64,59

60% - 40%=

11,214

5,24

35,09

31,9

50% - 50%=

10,471

5,72

35,96

29,08

Fuente: Llerena (2019)

Se represen= ta los valores promedios obtenidos de las propiedades mecánicas en el ensayo de compresión, de los cuales están interpretados en barras el esfuerzo máximo = de tracción y el módulo de elasticidad. Se evidencia que el valor más alto en = el esfuerzo máximo de compresión el de la fracción volumétrica 70% - 30%, al i= gual que en el módulo de elasticidad el valor más alto es el de la fracción volumétrica 70% - 30%.

Se muestra = los datos promedios de las propiedades mecánicas adquiridas en el ensayo de dur= eza Shore D. Los resultados obtenidos en la investigación se tabulan obteniendo= los valores promedios de las propiedades mecánicas calculadas.

Tabla 7

Recopilación de información del material compuesto= de las cantidades promedio del ensayo de Dureza Shore D<= /p>

Granulometría

Fracción volumétrica

Dureza shore D=

D1:
(0,05 – 1) mm

70% - 30%

72,3

60% - 40%

70,1

50% - 50%

60,7

Fuente: Llerena (2019)

Se represen= ta el valor promedio obtenido de las propiedades mecánicas en el ensayo de dur= eza Shore D, de los cuales están interpretados en barras. En el gráfico se evidencia que el valor más alto en Dureza Shore D es el de la fracción volumétrica 70% - 30%.

Discusión

Una vez realizado la tabulación de datos = se procede analizar los resultados promedios obtenidos de los ensayos a tracci= ón, compresión y dureza Shore, en una ficha técnica donde se analizará y se seleccionará el material con las mejores propiedades mecánicas de acuerdo c= on sus fracciones volumétricas presentadas en la tabla 4.

Con los resultados presentados en las tablas 5, 6 y 7, se procede a escoger los mej= ores resultados para después determinar que fracción volumétrica es la ideal par= a la aplicación de este proyecto de investigación, donde la resistencia máxima a= la tracción tiene un valor de 10,063 MPa y la resistencia máxima a la compresi= ón con un valor de 23,284 MPa, siendo estos los mejores resultados de las prob= etas ensayadas correspondientes a la fracción volumétrica 70% Matriz- 30% Refuer= zo.

Los mejores resultados obtenidos del módulo de elasticidad en los ensayos a tracción y compresión equivalen a 226,6 MPa correspondiente al módulo de elasticidad a= la tracción teniendo una fracción volumétrica de 50% Matriz- 50% Refuerzo, y 6= 4,59 MPa el módulo de elasticidad a la compresión correspondiente a la fracción volumétrica 70% Matriz- 30% Refuerzo.

El mejor resultado promedio obtenido en el ensayo de dureza equivale a 72,3 dureza S= hore D correspondiente a la fracción volumétrica 70% Matriz- 30% Refuerzo, tenie= ndo una excelente resistencia a la penetración.

Esto da pas= o a encontrar una configuración óptima, siendo el caso ideal el que combina una fracción volumétrica 70% de la matriz - 30% del refuerzo.=

Conclusiones

·         El material obtenido con fracciones volumétr= icas del 70 % matriz polimérica y 30 % de refuerzo con partículas de caucho reciclado proporcionaron un mejor comportamiento a compresión, tracción y dureza.

·         En el material compuesto por matriz poliméri= ca y refuerzo con partículas de caucho reciclado las propiedades mecánicas a tracción y compresión están determinadas por la concentración de poliuretan= o, es así que, si esta concentración aumenta, la resistencia máxima a tracción= , la resistencia máxima a compresión, el porcentaje de elongación y el módulo de elasticidad en la compresión, aumentan, sin embargo el módulo de elasticida= d en la tracción presenta un comportamiento decreciente en la fracción volumétri= ca del 60% y creciente en la fracción volumétrica del 50% de matriz.

·         Respecto a la dureza Shore D los ensayos muestran que, al incrementar la concentración de poliuretano el valor de la dureza aumenta, dando un material compuesto más resistente con mayores porcentajes de matriz de poliuretano.

·         Dentro de los materiales de matriz poliméric= a y refuerzo con partículas de caucho reciclado, la concentración de caucho reciclado afecta ciertas propiedades mecánicas en la tracción y la compresi= ón, como el esfuerzo máximo a tracción, esfuerzo máximo a compresión, el porcen= taje de elongación, el módulo de elasticidad y la dureza, sin embargo, a medida = que se aumenta la cantidad de partículas de caucho en la matriz de poliuretano = se incrementa el módulo de elasticidad y la deformación.

Conflictos de intereses

Los autores declaran no tener conflictos de interés.

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¹=	Alejandra Marlene Lascano More= ta	<= /span>	https://orcid.org/0000-0001-99= 81-0473
<= /span>	Universidad Técnica de Ambato, Ecuador am.lascano@uta.edu.ec
²=	Diego Andrés Llerena Pico	<= /span>	https://orcid.org/0009-0006-55= 21-6695
<= /span>	Universidad Técnic= a de Ambato, Ecuador dllerena5438@uta.edu.ec
³	Segundo Manuel Esp= ín Lagos https:= //orcid.org/0000-0001-8049-452X Universidad Técnic= a de Ambato, Ecuador sespin@uta.edu.ec
⁴	Diego Rafael Freire Romero http= s://orcid.org/0009-0004-3439-2572 Harbert International Establishment S de RL, Ecu= ador freired@harbert.com.ec
⁵	Fernanda Patricia Guamanquispe Vaca https://orcid.org/0000-0002-8830-138X Universidad Técnic= a de Ambato, Ecuador fguamanquispe8596@uta.edu.ec=

= =	Artículo de Investigación Científica y Tecnológica<= /b> Enviado: = 11/02/2023 Revisado:= 13/03/2023 Aceptado:= 10/04/2023 Publicado= :19/05/2023 DOI: https://doi= .org/10.33262/concienciadigital.v6i2.2557
=	&nbs= p;
Cítese:		Lascano Moreta, A. M., Llerena Pico, D. A., Espín Lagos, S. M., Freire Romero, D. R., & Guamanquispe Vaca, F. P. (2023). Determinación de las propiedades mecánicas de la lámi= na para pista atlética a partir de caucho reciclado utilizando poliuretano. ConcienciaDigital, 6(2), 155-173. https://doi= .org/10.33262/concienciadigital.v6i2.2557
		*CONCIENCIA DIGITAL,* es una revista multidisciplinar= , trimestral, que se publicará en soporte electrónico tiene como misión contribu= ir a la formación de profesionales competentes con visión humaníst= ica y crítica que sean capaces de exponer sus resultados investigativos y científicos en la misma medida que se promueva mediante su intervención cambios positivos en la sociedad. https://concienciadigital.org. <= span style=3D'font-size:8.0pt;mso-fareast-font-family:"Times New Roman";mso-bi= di-font-family: "Times New Roman";mso-fareast-language:ES'>La revista es editada por la Editorial Ciencia Digital (Editorial de prestigio registrada en la Cámara Ecuatoriana de Libro con No de Afiliación 663) www.celibro.org.= ec =
		Esta revista está protegida ba= jo una licencia Creative Commons Atribución-NoComercial-CompartirIgual 4.0 International. Copia de la licencia: https://creativecommons.org/li= censes/by-nc-sa/4.0/deed.es
Palabras claves: caucho reciclado, frac= ción volumétrica, láminas de caucho reciclado, neumáticos, poliuretano.=		Resumen = Introducción: la contaminación ambiental causada por las llantas en desuso, la constante fabricación de llantas y la dificultad para desecharlas después= de ser usadas, constituye uno de los problemas medioambientales más serios de los últimos ańos en el mundo, por la cual se hace urgente contrarrestarla mediante el reciclaje, insertando en el mercado como láminas a partir del caucho reciclado para pistas atléticas, que además de aprovechar el mater= ial reciclable de las llantas convencionales trae consigo muchos beneficios ambientales. Se trabajó bajo las condiciones establecidas en la normativa ASTM D3039 para las propiedades mecánicas de tracción, ASTM D695-15 para compresión y ASTM D2240-05 para dureza. Objetivos: determinar las propiedades mecánicas de la lám= ina para pista atlética a partir de caucho reciclado utilizando poliuretano. = Metodología: en el presente tr= abajo experimental la población a considerar fueron las probetas del material <= /span>compuesto conformado con poliuretano y partículas de ca= ucho reciclado a distintas variaciones. Resultados: se planteó la investigación basando en la utilización de partículas de caucho reciclado= y poliuretano a distintas fracciones volumétricas que van desde 70 % de poliuretano y 3= 0 % de partículas de caucho, 60 % poliuretano y 40 % partículas de caucho, 50= % de poliuretano y 50 % de partículas de caucho, con un tamańo granulométri= co de 0,05 mm a 1 mm, dando como resultado la fracción volumétrica con mejor= es propiedades mecánica la que está constituida por 70 % Poliuretano y 30% de partículas de caucho, esto debido a que las dimensiones de las partículas= de caucho tienen el tamańo adecuado y la cantidad necesaria para adherirse de mejor manera al poliuretano, alcanzando un rendimiento óptimo y mejorando= los resultados obtenidos en esta fracción. Conclusiones: el material obten= ido con fracciones volumétricas del 70 % matriz polimérica y 30 % de refuerzo= con partículas de caucho reciclado proporcionaron un mejor comportamiento a compresión, tracción y dureza. <= /span>Área de est= udio general: materiales. Área de est= udio específica: polímeros.=
Keywords:recycled rubber, volume fraction, recycled rubber sheets, tires, polyurethane.<= /o:p>	&= nbsp;	Abstract<= /o:p> Introduction: the environmental pollution caused by tires in disuse, the constant manufacture of tires and the difficulty to dispose of them after being used, constitutes one of the most serious environmental problems of recent years in the world, for which it is urgent to countera= ct it through recycling, inserting in the market as sheets from recycled rub= ber for athletic tracks, that in add= ition to taking advantage of the recyclable material of conventional tires brin= gs with it many environmental benefits. We worked under the conditions established in ASTM D3039 for mechanical tensile properties, ASTM D695-15= for compression and ASTM D2240-05 for hardness. Objectives: to determine the mechanical properties of the sheet for athletic tr= ack from recycled rubber using polyurethane. Methodology: in the present experimental work the population to be considered were the specimens of the composite material formed with polyurethane and particles of recycled rubber to different variations. Results: the research was based on the use of recy= cled rubber and polyurethane particles at different volumetric fractions rangi= ng from 70 % polyurethane and 30 % rubber particles, 60 % polyurethane and 4= 0 % rubber particles, 50 % polyurethane and 50 % rubber particles, with a granulometric size of 0.05 mm to 1 mm, resulting in the volumetric fraction with better mechanical proper= ties which is constituted by 70% Polyurethane and 30% rubber particles, this because the dimensions of the rubber particles have the right size and the necessary amount to adhere better to the polyurethane, reaching optimal performance and improving the results obtained in this fraction. <= span lang=3DEN-US style=3D'mso-ansi-language:EN-US'>Conclusions: the material obtained with volumetric fractions of 70 % polymer ma= trix and 30 % reinforcement with recycled rubber particles provided better compression, traction, and hardness behavior. Area of general study: mathematics. Specific area of study: polymers.

Granulo= metría	No=	Configuración	Fracción volumétrica	Probetas<= /i> Tracción<= /i>	Probetas compresión	Probetas dureza
TIPO D<= o:p> (0,05-1= ) mm	1<= /o:p>	A1	70 % Poliuretano 30 % Partículas de caucho	7	7	7
2<= /o:p>	A2	60 % Poliuretano 40 % Partículas de caucho	7	7	7
3<= /o:p>	A3	50 % Poliuretano 50 % Partículas de caucho	7	7	7
Total de probetas	21	21	21

Ensayo	Norma	Dimensiones	Número de probetas
Tracción	ASTMMD30= 39-2015	Largo 250 mm Ancho 25 mm Espesor 3 mm	5
Compresión	ASTMMD69= 5-15	Largo 250 mm Ancho 25 mm Espesor 3 mm	5
Dureza	ASTMMD22= 40-05	Largo 250 mm Ancho 25 mm Espesor 3 mm	5

Primer = carácter	Tipo de= falla	Segundo= carácter	Área de= falla	Tercer = carácter	Localiz= ación de la falla
L<= /o:p>	Lineal	A<= /o:p>	En el agarre	T<= /o:p>	Parte superior
G<= /o:p>	Agarre	I<= /o:p>	Dentro del agarre	U<= /o:p>	Desconocido
A<= /o:p>	Angular	G<= /o:p>	Zona calibrada	M<= /o:p>	Medio

Ensayo	Fp	Fm	Volumen molde	δp (g/cm³)	δm (g/cm³)	Vp (cm³)	Vm (cm³)	Pp (g)	Pm (g)
Tracción	0,30	0,70	131,25	0,99=	1,133	39,375	91,875	38,981	104,094
0,40	0,60	52,500	78,750	51,975	89,224
0,50	0,50	65,625	65,625	64,969	74,353
Compresión	0,30	0,70	7,62	2,286	5,334	2,263	6,043
0,40	0,60	3,048	4,572	3,018	5,180
0,50	0,50	3,810	3,810	3,772	4,317
Dureza	0,30	0,70	119,88	35,964	83,916	35,604	95,077
0,40	0,60	47,952	71,928	47,472	81,494
0,50	0,50	59,940	59,940	59,341	67,912
	Total de volumen y masa por molde	310,500	465,750	307,395	527,695

Granulometría	Fracción Volumétrica	Fuerza Máxima (N)	Esfuerzo Máximo de Tracción (MPa)	Módulo de Elasticidad (MPa)	% de Elongación
D1: (0,05 – 1) mm	70% - 30%=	759,9	10,063	222,6	6,044
60% - 40%=	574,3	7,897	197	5,249
50% - 50%=	522,6	7,148	226,6	3,168

Granulomdetría	Fracción Volumétrica	Esfuerzo Máximo de Compresión (MPa)	Esfuerzo de Fluencia (MPa)	% de Deformación	Módulo de Elasticidad (MPa)
D1: (0,05 – 1) mm	70% - 30%=	23,284	16,3	36,03	64,59
60% - 40%=	11,214	5,24	35,09	31,9
50% - 50%=	10,471	5,72	35,96	29,08

Granulometría	Fracción volumétrica	Dureza shore D=
D1: (0,05 – 1) mm	70% - 30%	72,3
60% - 40%	70,1
50% - 50%	60,7