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Karbonatyzacja betonu produkowanego z użyciem CO2 jako domieszki

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
EN
Carbonation behavior of concrete produced using CO2 as an admixture
Języki publikacji
PL EN
Abstrakty
PL
W istniejącej praktyce CO2 wprowadzany jest do betonu głównie poprzez przyspieszoną karbonatyzację, która ma wiele ograniczeń, takich jak mała szybkość dyfuzji i wymaganie dużej szczelnej komory, co ogranicza ją tylko do elementów prefabrykowanych. Aby pokonać te ograniczenia, niniejsza praca prezentuje nowatorskie wykorzystanie CO2 w produkcji betonu poprzez mineralizację z użyciem CO2. CO2 jest sekwestrowane do zawiesiny materiału cementowego bogatego w wapń w pierwszym etapie tego procesu, a następnie mieszany z pozostałymi materiałami, aby w drugim etapie wytworzyć beton. Dwuetapowy proces mineralizacji w niniejszej pracy upraszcza wprowadzenie CO2 do betonu i pozwala na uzyskanie 99% efektywności wykorzystania stosowanego CO2. CO2 reaguje z materiałami cementowymi bogatymi w wapń, tworząc korzystnie wpływający na hydratację betonu węglan wapnia w nano-skali. Analiza mikrostrukturalna sugeruje, że węglany rozpoczynają hydratację i przyczyniają się do rozwoju silniejszej mikrostruktury. Z tych powodów odporność na karbonatyzację utwardzonego betonu i wytrzymałość na ściskanie są poprawione. Wyniki opisywanych badań doświadczalnych pokazują, że optymalna ilość CO2 wprowadzona do betonu poprawia wytrzymałość na ściskanie o 18,2%, 18,8% i o 17,9% zmniejsza karbonatyzację po 180 dniach testów. Ponadto główny gaz cieplarniany, CO2, może być wykorzystywany, przyczyniając się do zrównoważonej i przyjaznej dla środowiska produkcji betonu i praktyk budowlanych.
EN
In the existing practice, CO2 is mainly added to concrete through accelerated carbonation, which has many limitations, such as a low diffusion rate and the requirement of a large airtight chamber, which applies to pre-cast elements only. To overcome these limitations, this paper presents a novel beneficial use of CO2 in concrete production through the mineralization of CO2. CO2 is sequestered into a slurry of calcium-rich cementitious material in the first step of this process and then blended with the remaining materials to make concrete in the second step. The two-step mineralization process in the present work simplifies the CO2 mineralization into concrete and reaches 99% efficiency of applied CO2. The CO2 reacts with calcium-rich cementitious materials to form nano-scale calcium carbonate beneficially impacted concrete hydration. Microstructural analysis suggests that the carbonates seed the hydration and contribute to developing a stronger microstructure. For these reasons, the carbonation resistance of hardened concrete and the compressive strength is improved. The finding of the experimental investigation of the present research shows that an optimum amount of CO2 mineralization into concrete improves compressive strength by 18.2%, 18.8%, and 17.9% less carbonation at 180 days of testing. Furthermore, the major greenhouse gas, CO2, can be utilized, contributing towards sustainable and environmentally friendly production of concrete and construction practices.
Czasopismo
Rocznik
Strony
364--374
Opis fizyczny
Bibliogr. 41 poz., il., tab.
Twórcy
  • Department of Civil Engineering, National Institute of Technology Silchar, India
  • Department of Civil Engineering, National Institute of Technology Silchar, India
Bibliografia
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  • 2. Z. He, Y. Jia, S. Wang, M. Mahoutian, Y. Shao, Maximizing CO2 sequestration in cement-bonded fiberboards through carbonation curing. Constr. Build. Mater. 213, 51-60. (2019). https://doi.org/10.1016/j.conbuildmat.2019.04.042
  • 3. S. Gupta, A. Kashani, A.H. Mahmood, T. Han, Carbon sequestration in cementitious composites using biochar and fly ash – Effect on mechanical and durability properties. Constr. Build. Mater. 291, 123363 (2021). https://doi.org/10.1016/j.conbuildmat.2021.123363
  • 4. S. Monkmana, P.A. Kenwardb, G. Dippleb, M. MacDonalda, M. Raudseppb, Activation of cement hydration with carbon dioxide. J. Sustain. Cem. Mater. 7, 160-181 (2018). https://doi.org/10.1080/21650373.2018.1443854
  • 5. D. Wang, J. Xiao, Z. Duan, Strategies to accelerate CO2 sequestration of cement-based materials and their application prospects. Constr. Build. Mater. 314, 125646 (2022). https://doi.org/10.1016/j.conbuildmat.2021.125646
  • 6. S. Gupta, H.W. Kua, C.Y. Low, Use of biochar as carbon sequestering additive in cement mortar. Cem. Concr. Compos. 87, 110-129 (2018). https://doi.org/10.1016/j.cemconcomp.2017.12.0 09
  • 7. R. Kurda, J. De Brito, J.D. Silvestre, Carbonation of concrete made with high amount of fly ash and recycled concrete aggregates for utilization of CO2. J. CO2 Util. 29, 12-19 (2018). https://doi.org/10.1016/j.jcou.2018.11.004
  • 8. M. Lei, S. Deng, K. Huang, Z. Liu, F. Wang, S. Hu, Preparation and Characterization of a CO2 Activated Aerated Concrete with Magnesium Slag as Carbonatable Binder. S.S.R.N. Electron. J. 353, 129112 (2022). https://doi.org/10.1016/j.conbuildmat.2022.129112
  • 9. A.N. Junior, R.D.T. Filho, E.D.M.R. Fairbairn, J. Dweck, The effects of the early carbonation curing on the mechanical and porosity properties of high initial strength Portland cement pastes. Constr. Build. Mater. 77, 448-454 (2015). http://dx.doi.org/10.1016/j.conbuildmat.2014.12.072
  • 10. T. Chen, M. Bai, X. Gao, Carbonation curing of cement mortars incorporating carbonated fly ash for performance improvement and CO2 sequestration. J. CO2 Util. 51, 101633 (2021). https://doi.org/10.1016/j.jcou.2021.101633
  • 11. S.C. Kou, B.J. Zhan, C.S. Poon, Use of a CO2 curing step to improve the properties of concrete prepared with recycled aggregates. Cem. Concr. Compos. 45, 22-28 (2014). http://dx.doi.org/10.1016/j.cemconcomp.2013.09.008
  • 12. S. Geetha, K. Ramamurthy, Properties of geopolymerised low-calcium bottom ash aggregate cured at ambient temperature. Cem. Concr. Compos. 43, 20-30 (2013). http://dx.doi.org/10.1016/j.cemconcomp.2013.06.007
  • 13. M.E. Kumar, K. Ramamurthy, Influence of production on the strength, density and water absorption of aerated geopolymer paste and mortar using Class F fly ash. Constr. Build. Mater. 156, 1137-1149 (2017). http://dx.doi.org/10.1016/j.conbuildmat.2017.08.153
  • 14. L. Rosa, V. Becattini, P. Gabrielli, A. Andreotti, M. Mazzotti, Carbon dioxide mineralization in recycled concrete aggregates can contribute immediately to carbon-neutrality. Resour. Conserv. Recycl. 184, 106436 (2022). https://doi.org/10.1016/j.resconrec.2022.106436
  • 15. Dixit, H. Du, S.D. Pang, Carbon capture in ultra-high performance concrete using pressurized CO2 curing. Constr. Build. Mater. 288, 123076 (2021). https://doi.org/10.1016/j.conbuildmat.2021.123076
  • 16. D. Sharma, S. Goyal, Accelerated carbonation curing of cement mortars containing cement kiln dust: An effective way of CO2 sequestration and carbon footprint reduction. J. Clean. Prod. 192, 844-854 (2018). https://doi.org/10.1016/j.jclepro.2018.05.027
  • 17. S. Monkman, Y. Shao, Assessing the Carbonation Behavior of Cementitious Materials. J. Mater. Civ. Eng. 18, 768-776 (2006). DOI:10.1061/ASCE08991561200618:6768
  • 18. N. Liyana, M. Kamal, Z. Itam, Y. Sivaganese, S. Beddu, Carbon dioxide sequestration in concrete and its effects on concrete compressive strength. Mater. Today Proc., 31, A18-A21 (2020). https://doi.org/10.1016/j.matpr.2020.11.185.
  • 19. D. Wang, T. Noguchi, T. Nozaki, Y. Higo, Investigation on the fast carbon dioxide sequestration speed of cement- based materials at 300 C-700 C. Constr. Build. Mater. 291, 123392 (2021). https://doi.org/10.1016/j.conbuildmat.2021.123392
  • 20. S. Monkman, M. MacDonald, On carbon dioxide utilization as a means to improve the sustainability of ready-mixed concrete. J. Clean. Prod. 167, 365-375 (2017). http://dx.doi.org/10.1016/j.jclepro.2017.08.194
  • 21. X. Qian, J. Wang, Y. Fang, L. Wang, Carbon dioxide as an admixture for better performance of OPC-based concrete. J. CO2 Util. 25, 31-38 (2018). https://doi.org/10.1016/j.jcou.2018.03.007
  • 22. R.B. Chokkalingam, M. Santhanam, Durability characteristics of high early strength concrete. Curr. Sci. 113, 1568-1577 (2017). doi: 10.18520/cs/v113/i08/1568-1577
  • 23. ASTM C150/C150M - 16: Standard Specification for Portland Cement. ASTM International, 100 Barr Harbor Drive, P.O. Box C700, West Conshohocken, PA 19428-2959. United States.
  • 24. ASTM C33/C33M - 18 Standard Specification for Concrete Aggregates. ASTM International, 100 Barr Harbor Drive, P.O. Box C700, West Conshohocken, PA 19428-2959. United States.
  • 25. ASTM C618-15: Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. ASTM International, 100 Barr Harbor Drive, P.O. Box C700, West Conshohocken, PA 19428-2959. United States.
  • 26. ASTM C 1602/C 1602M-04 - Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete. ASTM International, 100 Barr Harbor Drive, P.O. Box C700, West Conshohocken, PA 19428-2959. United States.
  • 27. A.C.I. 211.1-91: Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete (Reapproved 2002). A.C.I. World Headquarters 38800 Country Club Dr. Farmington Hills, MI48331-3439 USA.
  • 28. IS 1199-2018 (Part-1) Fresh Concrete - Sampling of Fresh Concrete. Bureau of Indian Standards, New Delhi, 2018.
  • 29. IS 1199 (Part-5) Fresh Concrete - Making and Curing of Test Specimens. Bureau of Indian Standards, New Delhi, 2018.
  • 30. IS 516 (Part-1/Sec-1) Hardened Concrete - Methods of Test, Compressive, Flexural and Split Tensile Strength. Bureau of Indian Standards, New Delhi, 2021.
  • 31. IS 516 (Part-2/Sec-4) Hardened Concrete - Methods of Test, Determination of the Carbonation Resistance by Accelerated Carbonation Method. Bureau of Indian Standards, New Delhi, 2021.
  • 32. IS 516 (Part-5/Sec-3) Hardened Concrete - Methods of Test, Carbonation Depth Test. Bureau of Indian Standards, New Delhi, 2021.
  • 33. ASTM C 1723-10 Standard Guide for Examination of Hardened Concrete Using Scanning Electron Microscopy. ASTM International, 100 Barr Harbor Drive, P.O. Box C700, West Conshohocken, PA 19428-2959. United States.
  • 34. S. Gupta, Carbon sequestration in cementitious matrix containing pyrogenic carbon from waste biomass: A comparison of external and internal carbonation approach. J. Build. Eng. 43, 102910 (2021). https://doi.org/10.1016/j.jobe.2021.102910
  • 35. R.G. Pillai, R. Gettu, M. Santhanam, Use of supplementary cementitious materials (S.C.M.s) in reinforced concrete systems - Benefits and limitations. Rev. ALCONPAT. 10, 147-164 (2020). https://doi.org/10.21041/ra.v10i2.477
  • 36. IS 456: 2000 (2021) Plain and reinforced concrete- Forth revision, Bureau of Indian Standards, Manak Bhavan, 9 Bahadur Shah Zafar Marg, New Delhi-110002.
  • 37. Y. Wu, H. Mehdizadeh, K.H. Mo, T.C. Ling, High-temperature CO2 for accelerating the carbonation of recycled concrete fines. J. Build. Eng. 52, 104526 (2022). https://doi.org/10.1016/j.jobe.2022.104526
  • 38. C. Liang, N. Lu, H. Ma, Z. Ma, Z. Duan, Carbonation behavior of recycled concrete with CO2-curing recycled aggregate under various environments. Journal of J. CO2 Util. 39, 1-13 (2020). https://doi.org/10.1016/j.jcou.2020.101185
  • 39. V. Francioso, C. Moro, I. Martinez-Lage, M. Velay-Lizancos, Curing temperature: A key factor that changes the effect of TiO2 nanoparticles on mechanical properties, calcium hydroxide formation and pore structure of cement mortars. Cem. Concr. Compos. 104, 103374 (2019). https://doi.org/10.1016/j.cemconcomp.2019.103374
  • 40. V.W.Y. Tam, A. Butera, K.N. Le, Microstructure and chemical properties for CO2 concrete. Constr. Build. Mater. 262, (2020). https://doi.org/10.1016/j.conbuildmat.2020.120584
  • 41. S. Monkman, B.E.J. Lee, K. Grandfield, M. MacDonald, L. Raki, The impacts of in-situ carbonate seeding on the early hydration of tricalcium silicate. Cem. Concr. Res. 136, 106179 (2020). https://doi.org/10.1016/j.cemconres.2020.106179 .
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-6abe9b16-47cc-4863-85cd-6af2ab94011b
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