ES2659078T3 - Método para colocación de hormigón compactado a rodillo (HCR) sobre una subbase para producir un pavimento de hormigón - Google Patents

Método para colocación de hormigón compactado a rodillo (HCR) sobre una subbase para producir un pavimento de hormigón Download PDF

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ES2659078T3
ES2659078T3 ES15162894.8T ES15162894T ES2659078T3 ES 2659078 T3 ES2659078 T3 ES 2659078T3 ES 15162894 T ES15162894 T ES 15162894T ES 2659078 T3 ES2659078 T3 ES 2659078T3
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concrete
hcr
subbase
produce
transport truck
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Davide Zampini
Alexandre Guerini
Carsten Zanders
Giovanni Volpatti
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Cemex Research Group AG
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    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
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    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
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    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
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Abstract

Método para colocación de hormigón compactado a rodillo (HCR) sobre una subbase para producir un pavimento de hormigón, caracterizado por que comprende: (a) dosificar un hormigón que tenga una consistencia seleccionada del grupo que consiste en S1, S2, S3, S4 y S5 de acuerdo con la norma europea EN 206-1: 2000 y cargar dicho hormigón en un camión de transporte de hormigón, (b) añadir al menos un agente de peletización seleccionado del grupo que consiste en celulosa, quitosano, poliacrílicos, poliaminas, poli(alcoholes vinílicos), polisacáridos, colágeno, acrilamida, ácido láctico, ácido metacrílico, metacrilato, hidroxietilo, etilenglicol, óxido de etileno, ácido acrílico, floculantes inorgánicos y coagulantes inorgánicos para el hormigón y en espera de 3 a 15 minutos en mezcla constante para producir un hormigón peletizado con un tiempo VEBE clasificado como V0 a V2 de acuerdo con la norma europea EN 12350-3: 2009 y (c) descargar el hormigón peletizado obtenido en la etapa (b) sobre la subbase desde el camión de transporte de hormigón, girando el tambor del camión de transporte de hormigón.

Description

imagen1
imagen2
imagen3
imagen4
imagen5
imagen6
imagen7
imagen8
imagen9
Materia prima
Unidad Cantidad
CEM I 52.5 R
kg/m3 300
agua
kg/m3 180
a/c eficiente
- 0.55
a/c real
- 0.6
redondo 0/4 (arena)
kg/m3 871
triturado 4/8 (grava 1)
kg/m3 704
triturado 8/11 (grava 2)
kg/m3 332
Superplastificante (PCE)
% en peso de cem 1.25
Retardante
% en peso de cem 0.3
imagen10
imagen11 imagen12
Polisacárido
kg/m3 0.75
La grava, cemento, agua, superplastificante y retardante se mezclaron durante 3 minutos en el sitio de trabajo. El agente de peletización se añadió luego y los componentes se mezclaron adicionalmente durante 5 minutos. Se formaron los pellets durante este período.
5 Los pellets formados se vertieron desde el cubo en el hueco para lograr una capa de 3-4 cm. El hormigón se extendió con un rastrillo para lograr una altura uniforme. La compactación final se realizó manualmente, con la ayuda de una pala.
Las propiedades del concreto fueron las siguientes:
10
Caracterización fresca
Tipo
Unidad Cantidad
Contenido de aire antes de la peletización
% 2.3
Densidad
kg/m3 2370
Asentamiento antes de la peletización
mm 120
Asentamiento después de la peletización
mm 0
VEBE después de la peletización
sec 32
Caracterización endurecida
Tipo
Unidad Cantidad
Resistencia a la comprensión (28 días)
Mpa 34
Resistencia a la comprensión (140 días)
Mpa 39
Ejemplo 7
Las fibras de refuerzo se ensayaron en HCR convencional y el HCR líquido producido de acuerdo con el método de la invención. Este ejemplo se realizó de acuerdo con la norma EN-14651 Productos de hormigón prefabricado -Método de prueba para hormigón con fibra metálica -medición de la resistencia a la tracción por flexión.
En las siguientes tablas, se pueden ver los diseños de la mezcla y la caracterización fresca y la caracterización endurecida de los hormigones utilizados.
HCR CONVENCIONAL
Materia prima
imagen13 Unidad Cantidad
Cem I 52.5 R
imagen14 kg/m3 300
agua
imagen15 kg/m3 133
a/c eficiente
imagen16 - 0.38
a/c real
imagen17 - 0.44
redondo 0/4 (arena)
imagen18 kg/m3 925
triturado 4/8 (grava 1)
imagen19 kg/m3 747
triturado 8/11 (grava 2)
imagen20 kg/m3 352
Superplastificante (PCE)
imagen21 % en peso de cem -
Retardante
imagen22 % en peso de cem -
imagen23
imagen24 imagen25
Agente de peletización (floculante)
imagen26 kg/m3 -
Caracterización fresca
Tipo
Unidad Cantidad
Densidad
kg/m3 2450
Caracterización fresca
Tipo
Unidad imagen27 Cantidad
Asentamiento
mm imagen28 0
VEBE
sec imagen29 31
imagen30
imagen31
imagen32
imagen33
Caracterización endurecida de la matriz de hormigón
Tipo
Unidad imagen34 Cantidad
Resistencia a la comprensión (28 días)
Mpa imagen35 32
Resistencia a la flexión (28 días)
Mpa imagen36 3.7
HCR LÍQUIDO
Materia prima
Unidad imagen37 Cantidad
Cem I 52.5 R
kg/m3 imagen38 300
agua
kg/m3 imagen39 180
a/c eficiente
- imagen40 0.55
a/c real
- imagen41 0.6
redondo 0/4 (arena)
kg/m3 imagen42 871
triturado 4/8 (grava 1)
kg/m3 imagen43 704
triturado 8/11 (grava 2)
kg/m3 imagen44 332
Superplastificante (PCE)
% en peso de cem imagen45 1.25
Retardante
% en peso de cem imagen46 0.3
imagen47
imagen48 imagen49 imagen50
Agente de peletización (floculante)
kg/m3 imagen51 0.75
Caracterización fresca
Tipo
imagen52 Unidad Cantidad
imagen53
Características de las Fibras
Característica
Unidad Valor
Módulo E
Gpa >10
Longitud
mm 50
l/d
- 90
Por lo tanto, se produjeron un total de 8 muestras.
Los resultados para la resistencia a la tracción por flexión se muestran en la siguiente tabla (caracterización endurecida de las muestras de hormigón realizadas de acuerdo con la norma EN-14651 -3PBT):
HCR CONVENCIONAL
imagen54
HCR -0% de ref HCR -0.25% imagen55 HCR -0.5% imagen56 HCR -0.75%
Fibra [% en vol]
0% 0.25% imagen57 0.50% imagen58 0.75%
fL [Mpa]
3.3 4.25 imagen59 3.72 imagen60 1.85
f1 [Mpa]
0.78 0.88 imagen61 1.19 imagen62 1.27
f2 [Mpa]
0.17 0.55 imagen63 0.79 imagen64 0.79
f3 [Mpa]
0.06 0.53 imagen65 0.68 imagen66 0.65
f4 [Mpa]
0.02 0.48 imagen67 0.59 imagen68 0.54
Energía [N/mm]
1.54 3.2 imagen69 3.79 imagen70 3.37
HCR LÍQUIDO
imagen71
HCR LÍQUIDO – 0 % de ref HCR LÍQUIDO 0.25% - HCR LÍQUIDO 0.5% - HCR LÍQUIDO -0.75%
Fibra [% en vol]
0% 0.25% imagen72 0.50% imagen73 0.75%
fL [Mpa]
3.91 4.56 imagen74 2.92 imagen75 4.67
f1 [Mpa]
0.39 0.88 imagen76 1.21 imagen77 1.45
f2 [Mpa]
0.02 0.45 imagen78 0.71 imagen79 1.29
f3 [Mpa]
0 0.39 imagen80 0.55 imagen81 1.21
f4 [Mpa]
0 0.35 imagen82 0.46 imagen83 1.12
Energía [N/mm]
1.03 2.79 imagen84 3.38 imagen85 5.79

Claims (1)

  1. imagen1
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