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 PDFInfo
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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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- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
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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
- 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
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
- 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 3.72imagen60 1.85
- f1 [Mpa]
-
0.78
0.88
imagen61 1.19imagen62 1.27
- f2 [Mpa]
-
0.17
0.55
imagen63 0.79imagen64 0.79
- f3 [Mpa]
-
0.06
0.53
imagen65 0.68imagen66 0.65
- f4 [Mpa]
-
0.02
0.48
imagen67 0.59imagen68 0.54
- Energía [N/mm]
-
1.54
3.2
imagen69 3.79imagen70 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 2.92imagen75 4.67
- f1 [Mpa]
-
0.39
0.88
imagen76 1.21imagen77 1.45
- f2 [Mpa]
-
0.02
0.45
imagen78 0.71imagen79 1.29
- f3 [Mpa]
-
0
0.39
imagen80 0.55imagen81 1.21
- f4 [Mpa]
-
0
0.35
imagen82 0.46imagen83 1.12
- Energía [N/mm]
-
1.03
2.79
imagen84 3.38imagen85 5.79
Claims (1)
-
imagen1
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
WOPCT/EP2014/057144 | 2014-04-09 | ||
PCT/EP2014/057144 WO2015154802A1 (en) | 2014-04-09 | 2014-04-09 | Method for placement of roller compacted concrete (rcc) on a sub-base to produce a concrete pavement |
Publications (1)
Publication Number | Publication Date |
---|---|
ES2659078T3 true ES2659078T3 (es) | 2018-03-13 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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ES15162894.8T Active ES2659078T3 (es) | 2014-04-09 | 2015-04-09 | Método para colocación de hormigón compactado a rodillo (HCR) sobre una subbase para producir un pavimento de hormigón |
Country Status (8)
Country | Link |
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US (1) | US9903075B2 (es) |
CR (1) | CR20160469A (es) |
ES (1) | ES2659078T3 (es) |
IL (1) | IL248219B (es) |
NI (1) | NI201600156A (es) |
PH (1) | PH12016501933A1 (es) |
PT (1) | PT2930267T (es) |
WO (1) | WO2015154802A1 (es) |
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JP2017095936A (ja) * | 2015-11-20 | 2017-06-01 | 株式会社トクヤマ | コンクリート舗装方法 |
CN108658503B (zh) * | 2018-05-25 | 2021-01-08 | 浙江龙游通衢建材有限公司 | 一种混凝土引气剂的制备方法 |
CN112593467A (zh) * | 2020-12-03 | 2021-04-02 | 中交一公局集团有限公司 | 一种干旱地区路基填料施工方法 |
KR20230145450A (ko) * | 2021-02-19 | 2023-10-17 | 다우 글로벌 테크놀로지스 엘엘씨 | 전압 콘크리트 적용을 위한 윤활 첨가제로서 셀룰로스 에테르를 함유하는 건조 혼합물과 시멘트 및 이들의 사용 방법 |
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Publication number | Priority date | Publication date | Assignee | Title |
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US4144086A (en) * | 1974-12-23 | 1979-03-13 | Ab Alfong Betonghardningsmedel | Additive for concrete |
JPH0712963B2 (ja) * | 1984-12-26 | 1995-02-15 | 電気化学工業株式会社 | ダムコンクリート用のセメント混和材及びダムコンクリートの製法 |
US5004799A (en) * | 1989-09-20 | 1991-04-02 | Reece Construction Company, Inc. | Pelletized sulfur concrete and method of preparing same |
US5173117A (en) * | 1989-10-27 | 1992-12-22 | Sumitomo Cement Co. Ltd. | Additives for roller compacted concrete pavement |
KR100228768B1 (ko) | 1996-10-02 | 1999-11-01 | 김영환 | 화학 기상증착 장치 및 증착방법 |
GB2390847B (en) * | 2001-06-08 | 2005-02-02 | Rmc Readymix Ltd | Process for producing a cementitious composition |
CN101077831A (zh) * | 2006-05-23 | 2007-11-28 | 赵文成 | 自养护混凝土 |
JP2009126761A (ja) | 2007-11-27 | 2009-06-11 | Sumitomo Osaka Cement Co Ltd | 生コンクリート凝集剤、及び生コンクリートの処理方法 |
US9061940B2 (en) * | 2008-09-30 | 2015-06-23 | Calera Corporation | Concrete compositions and methods |
JP3147832U (ja) | 2008-11-04 | 2009-01-22 | 株式会社レミックマルハチ | 残コン処理材及び残コン処理体 |
EP2468695A1 (en) * | 2010-12-21 | 2012-06-27 | Mapei S.p.A. | Method for recycling concrete |
US20140053801A1 (en) * | 2012-08-23 | 2014-02-27 | Caterpillar Paving Products | Autoadaptive Engine Idle Speed Control |
-
2014
- 2014-04-09 CR CR20160469A patent/CR20160469A/es unknown
- 2014-04-09 US US15/300,458 patent/US9903075B2/en active Active
- 2014-04-09 WO PCT/EP2014/057144 patent/WO2015154802A1/en active Application Filing
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2015
- 2015-04-09 ES ES15162894.8T patent/ES2659078T3/es active Active
- 2015-04-09 PT PT151628948T patent/PT2930267T/pt unknown
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2016
- 2016-09-29 PH PH12016501933A patent/PH12016501933A1/en unknown
- 2016-10-06 IL IL248219A patent/IL248219B/en not_active IP Right Cessation
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US9903075B2 (en) | 2018-02-27 |
IL248219A0 (en) | 2016-11-30 |
PH12016501933A1 (en) | 2016-12-19 |
WO2015154802A9 (en) | 2016-02-18 |
CR20160469A (es) | 2016-12-06 |
NI201600156A (es) | 2018-08-09 |
IL248219B (en) | 2020-04-30 |
PT2930267T (pt) | 2018-01-11 |
WO2015154802A1 (en) | 2015-10-15 |
US20170107673A1 (en) | 2017-04-20 |
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