Ambient Cured Fly Ash Geopolymer Coatings for Concrete

The reinforced concrete structures that support transport, energy and urban networks in developed countries are over half a century old, and are facing widespread deterioration. Geopolymers are an affordable class of materials that have promising applications in concrete structure coating, rehabilitation and sensing, due to their high chloride, sulphate, fire and freeze-thaw resistances and electrolytic conductivity. Work to date has, however, mainly focused on geopolymers that require curing at elevated temperatures, and this limits their ease of use in the field, particularly in cooler climates. Here, we outline a design process for fabricating ambient-cured fly ash geopolymer coatings for concrete substrates. Our technique is distinct from previous work as it requires no additional manufacturing steps or additives, both of which can bear significant costs. Our coatings were tested at varying humidities, and the impacts of mixing and application methods on coating integrity were compared using a combination of calorimetry, x-ray diffraction and image-processing techniques. This work could allow geopolymer coatings to become a more ubiquitous technique for updating ageing concrete infrastructure so that it can meet modern expectations of safety, and shifting requirements due to climate change.

[1]  N. Scarlett,et al.  Effect of microabsorption on the determination of amorphous content via powder X-ray diffraction , 2018, Powder Diffraction.

[2]  Hongxi Wang,et al.  Bonding and abrasion resistance of geopolymeric repair material made with steel slag , 2008 .

[3]  Eric P. Kim,et al.  Overview of Geopolymer Cement , 2013 .

[4]  Lawrence O'Gorman,et al.  Practical Algorithms for Image Analysis: Description, Examples and Code , 2000 .

[5]  T. Bakharev,et al.  Geopolymeric materials prepared using Class F fly ash and elevated temperature curing , 2005 .

[6]  Aljoša Šajna,et al.  Assessment of alkali activated mortars based on different precursors with regard to their suitability for concrete repair , 2016 .

[7]  Javier León,et al.  Estimation of bond strength envelopes for old-to-new concrete interfaces based on a cylinder splitting test , 2011 .

[8]  Jadambaa Temuujin,et al.  Fly ash based geopolymer thin coatings on metal substrates and its thermal evaluation. , 2010, Journal of hazardous materials.

[9]  Ángel Palomo,et al.  An XRD Study of the Effect of the SiO2/Na2O Ratio on the Alkali Activation of Fly Ash , 2007 .

[10]  Chai Jaturapitakkul,et al.  NaOH-activated ground fly ash geopolymer cured at ambient temperature , 2011 .

[11]  K. Breugel,et al.  Autogenous shrinkage in high-performance cement paste: An evaluation of basic mechanisms , 2003 .

[12]  Mingzhong Zhang,et al.  Workability and mechanical properties of alkali-activated fly ash-slag concrete cured at ambient temperature , 2018 .

[13]  P. Banfill,et al.  Alkali activated fly ash: effect of admixtures on paste rheology , 2009 .

[14]  S. Martínez-Ramírez,et al.  Alkali-activated fly ash/slag cements: Strength behaviour and hydration products , 2000 .

[15]  E. Allouche,et al.  Rheological Behavior of Fly-Ash-Based Geopolymers , 2013 .

[16]  Jadambaa Temuujin,et al.  Preparation and thermal properties of fire resistant metakaolin-based geopolymer-type coatings , 2011 .

[17]  Anya Vollpracht,et al.  Isothermal calorimetry and in-situ XRD study of the NaOH activated fly ash, metakaolin and slag. , 2018 .

[18]  A. V. Riessen,et al.  Effect of mechanical activation of fly ash on the properties of geopolymer cured at ambient temperature , 2009 .

[19]  Phillip Frank Gower Banfill,et al.  Rheology and Setting of Alkali-Activated Slag Pastes and Mortars: Effect of Organic Admixture , 2008 .

[20]  Masih Mohammadi,et al.  Influence of silica fume and metakaolin with two different types of interfacial adhesives on the bond strength of repaired concrete , 2014 .

[21]  Yao Xiao,et al.  Role of water in the synthesis of calcined kaolin-based geopolymer , 2009 .

[22]  Hao Wang,et al.  Fly ash-based geopolymers: The relationship between composition, pore structure and efflorescence , 2014 .

[23]  W. Rickard,et al.  Methods for geopolymer formulation development and microstructural analysis , 2017 .

[24]  W. Yodsudjai Application of Fly Ash-Based Geopolymer for Structural Member and Repair Materials , 2014 .

[25]  Luc Courard,et al.  Saturation level of the superficial zone of concrete and adhesion of repair systems , 2011 .

[26]  Mattheos Santamouris,et al.  Development and analysis of advanced inorganic coatings for buildings and urban structures , 2015 .

[27]  H. Moon,et al.  Evaluation of the durability of mortar and concrete applied with inorganic coating material and surface treatment system , 2007 .

[28]  Barbara Lothenbach,et al.  Quantification of the degree of reaction of fly ash , 2010 .

[29]  A. Rashad A comprehensive overview about the influence of different admixtures and additives on the properties of alkali-activated fly ash , 2014 .

[30]  Mohammad Ismail,et al.  Geopolymer mortars as sustainable repair material: A comprehensive review , 2017 .

[31]  W. Aperador,et al.  Microstructural and Mechanical Properties of Alkali Activated Colombian Raw Materials , 2016, Materials.

[32]  Jueshi Qian,et al.  A method for assessing bond performance of cement-based repair materials , 2014 .

[33]  Zuhua Zhang,et al.  Potential application of geopolymers as protection coatings for marine concrete II. Microstructure and anticorrosion mechanism , 2010 .

[34]  Hao Wang,et al.  Potential application of geopolymers as protection coatings for marine concrete III. Field experiment , 2012 .

[35]  Derek Bradley,et al.  Adaptive Thresholding using the Integral Image , 2007, J. Graph. Tools.

[36]  Fernando A. Branco,et al.  CONCRETE-TO-CONCRETE BOND STRENGTH. INFLUENCE OF THE ROUGHNESS OF THE SUBSTRATE SURFACE , 2004 .

[37]  Prinya Chindaprasirt,et al.  Effects of NaOH concentrations on physical and electrical properties of high calcium fly ash geopolymer paste , 2014 .

[38]  P. Deb,et al.  Drying Shrinkage of Slag Blended Fly Ash Geopolymer Concrete Cured at Room Temperature , 2015 .

[39]  G. C. Mays,et al.  Significance of property mismatch in the patch repair of structural concrete Part 1: Properties of repair systems , 1990 .

[40]  L. Courard Adhesion of repair systems to concrete: influence of interfacial topography and transport phenomena , 2005 .

[41]  F. Collins,et al.  Carbon dioxide equivalent (CO2-e) emissions: A comparison between geopolymer and OPC cement concrete , 2013 .

[42]  Michael Raupach,et al.  Concrete Repair to EN 1504: Diagnosis, Design, Principles and Practice , 2014 .

[43]  Claudio Modena,et al.  Rehabilitation of reinforced concrete axially loaded elements with polymer-modified cementicious mortar , 2009 .

[44]  J. Davidovits Geopolymers : inorganic polymeric new materials , 1991 .

[45]  E. Allouche,et al.  Factors affecting the suitability of fly ash as source material for geopolymers , 2010 .

[46]  Hwa-Cheol Song,et al.  Drying effect of polymer-modified cement for patch-repaired mortar on constraint stress , 2009 .

[47]  Wang Qiang,et al.  The differences among the roles of ground fly ash in the paste, mortar and concrete , 2015 .

[48]  Hao Wang,et al.  Efflorescence: a critical challenge for geopolymer applications? , 2013 .

[49]  Arnaud Castel,et al.  Chloride diffusivity, chloride threshold, and corrosion initiation in reinforced alkali-activated mortars: Role of calcium, alkali, and silicate content , 2018, Cement and Concrete Research.

[50]  Wei Wang,et al.  Mechanical behavior and electrical property of CFRC-strengthened RC beams under fatigue and monotonic loading , 2008 .

[51]  Shigemitsu Hatanaka,et al.  The effect of adding nano-SiO2 and nano-Al2O3 on properties of high calcium fly ash geopolymer cured , 2014 .

[52]  Pradip Nath,et al.  The effects of ground granulated blast-furnace slag blending with fly ash and activator content on the workability and strength properties of geopolymer concrete cured at ambient temperature , 2014 .

[53]  Ran Huang,et al.  Effect of fineness and replacement ratio of ground fly ash on properties of blended cement mortar , 2018, Construction and Building Materials.

[54]  Mingzhong Zhang,et al.  Mechanisms of autogenous shrinkage of alkali-activated fly ash-slag pastes cured at ambient temperature within 24 h , 2018 .

[55]  Alex M. Andrew,et al.  Practical Algorithms for Image Analysis: Description, Examples, and Code , 2001 .

[56]  Oscar Galao,et al.  Multifunctional Cement Composites Strain and Damage Sensors Applied on Reinforced Concrete (RC) Structural Elements , 2013, Materials.

[57]  F. Dehn CONCRETE REPAIR ACCORDING TO THE NEW EUROPEAN STANDARD , 2006 .

[58]  Stefania Manzi,et al.  Room temperature alkali activation of fly ash: The effect of Na2O/SiO2 ratio , 2014 .

[59]  Grzegorz Fusiek,et al.  Wireless Concrete Strength Monitoring of Wind Turbine Foundations , 2017, Sensors.

[60]  J. Davidovits Geopolymer chemistry and applications , 2008 .

[61]  Prabir Sarker,et al.  Effect of GGBFS on setting, workability and early strength properties of fly ash geopolymer concrete cured in ambient condition , 2014 .

[62]  Jianzhou Du,et al.  Surface-modification of fly ash and its effect on strength and freezing resistance of slag based geopolymer , 2019, Construction and Building Materials.

[63]  Amândio Teixeira-Pinto,et al.  Repairing of Damaged Stone in Monuments and Stone Buildings , 2010 .

[64]  Lorena Biondi,et al.  Smart cements: repairs and sensors for concrete assets , 2018, Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[65]  Guang Ye,et al.  Cement hydration and microstructure in concrete repairs with cementitious repair materials , 2016 .

[66]  W. Piasta,et al.  The effect of cement paste volume and w/c ratio on shrinkage strain, water absorption and compressive strength of high performance concrete , 2017 .

[67]  S. M. Park,et al.  Effect of MgO on chloride penetration resistance of alkali-activated binder , 2018, Construction and Building Materials.

[68]  G. C. Mays,et al.  Significance of property mismatch in the patch repair of structural concrete Part 2: Axially loaded reinforced concrete members , 1990 .

[69]  Mu Song,et al.  Property and microstructure of aluminosilicate inorganic coating for concrete: Role of water to solid ratio , 2017 .

[70]  Á. Palomo,et al.  Compatibility studies between N-A-S-H and C-A-S-H gels. Study in the ternary diagram Na2O–CaO–Al2O3–SiO2–H2O , 2011 .

[71]  M. Pigeon,et al.  Influence of key parameters on drying shrinkage of cementitious materials , 1999 .

[72]  M. Luković,et al.  Development and application of an environmentally friendly ductile alkali-activated composite , 2018 .

[73]  Adam R. Kilcullen,et al.  Gel nanostructure in alkali-activated binders based on slag and fly ash, and effects of accelerated , 2013 .

[74]  Wil V. Srubar,et al.  A review of chloride transport in alkali-activated cement paste, mortar, and concrete , 2018, Construction and Building Materials.

[75]  Phillip Frank Gower Banfill,et al.  Properties of alkali-activated fly ashes determined from rheological measurements , 2005 .

[76]  Fernando Pacheco-Torgal,et al.  An overview on the potential of geopolymers for concrete infrastructure rehabilitation , 2012 .

[77]  P. Pantazopoulou,et al.  Synergistic effect of corrosion inhibitor and inorganic coating on reinforcement corrosion , 2001 .

[78]  O. Kayali,et al.  Effect of initial water content and curing moisture conditions on the development of fly ash-based geopolymers in heat and ambient temperature , 2014 .

[79]  Grzegorz Fusiek,et al.  Geopolymeric thermal conductivity sensors for surface-mounting onto concrete structures , 2016 .

[80]  J. Deventer,et al.  Geopolymer technology: the current state of the art , 2007 .

[81]  J. L. Barroso de Aguiar,et al.  Performance of alkali-activated mortars for the repair and strengthening of OPC concrete , 2015 .

[82]  Lorena Biondi,et al.  3D printed smart repairs for civil infrastructure , 2018 .

[83]  Benoît Bissonnette,et al.  A surface engineering approach applicable to concrete repair engineering , 2013 .

[84]  Guowei Ma,et al.  A critical review of preparation design and workability measurement of concrete material for largescale 3D printing , 2018 .

[85]  H. Kamarudin,et al.  Reviews on the Geopolymer Materials for Coating Application , 2012 .

[86]  Teewara Suwan,et al.  Strength of Geopolymer Cement Curing at Ambient Temperature by Non-Oven Curing Approaches: An Overview , 2017 .

[87]  Pawel Niewczas,et al.  Hybrid optical-fibre/geopolymer sensors for structural health monitoring of concrete structures , 2015 .

[88]  Hans Beushausen,et al.  Bond strength development between concretes of different ages , 2008 .

[89]  G. Ye,et al.  The pore structure and permeability of alkali activated fly ash , 2013 .

[90]  Jadambaa Temuujin,et al.  Preparation of metakaolin based geopolymer coatings on metal substrates as thermal barriers , 2009 .

[91]  Jianqiao Ye,et al.  Hybrid graphene/geopolymeric cement as a superionic conductor for structural health monitoring applications , 2016 .

[92]  G. Ye,et al.  Setting, Strength, and Autogenous Shrinkage of Alkali-Activated Fly Ash and Slag Pastes: Effect of Slag Content , 2018, Materials.

[93]  M. Juenger,et al.  Extending supplementary cementitious material resources: Reclaimed and remediated fly ash and natural pozzolans , 2017, Cement and Concrete Composites.

[94]  Nemkumar Banthia,et al.  Bond strength between concrete substrate and metakaolin geopolymer repair mortar: Effect of curing regime and PVA fiber reinforcement , 2017 .

[95]  D. R. Morgan,et al.  Compatibility of concrete repair materials and systems , 1996 .

[96]  G. Mucsi,et al.  Control of geopolymer properties by grinding of land filled fly ash , 2015 .

[97]  Yong Zheng Shrinkage behaviour of geopolymer , 2009 .

[98]  Erich D. Rodríguez,et al.  Mechanical and thermal characterisation of geopolymers based on silicate-activated metakaolin/slag blends , 2011, Journal of Materials Science.

[99]  Bing Chen,et al.  Effects of relative humidity on the properties of fly ash-based geopolymers , 2017 .

[100]  Arie van Riessen,et al.  Determination of the reactive component of fly ashes for geopolymer production using XRF and XRD , 2010 .

[101]  Andrew F. Laine,et al.  Circle recognition through a 2D Hough Transform and radius histogramming , 1999, Image Vis. Comput..

[102]  L. Struble,et al.  Monitoring Setting of Geopolymers , 2014 .

[103]  Luc Courard,et al.  Near-to-Surface properties affecting bond strength in concrete repair , 2014 .

[104]  Dimitrios Panias,et al.  EFFECT OF SYNTHESIS PARAMETERS ON THE MECHANICAL PROPERTIES OF FLY ASH-BASED GEOPOLYMERS , 2007 .