Tytuł artykułu
Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
Destruction of old buildings generates waste concrete and powder. In addition, the city's drainage system is gradually struggling to keep up with the demands. Therefore, this study takes the recycled aggregate and powder generated from the crushing of waste C30 concrete as the research object, and investigates the impacts of both on the permeable mortar and summarizes the permeability mechanism and hydration mechanism of permeable mortar. Carbon emission reduction calculations and life cycle assessment were performed for both. The study’s findings demonstrated that the extent of volcanic ash reaction increases and then decreases with increasing grinding time. Considering the activity and economy, the regenerated powder with a grinding time of 5 min was selected, and its activity index was 83%. By exploring the performance of the two, the permeable mortar with 10% of recycled micronized powder and 50% of recycled aggregate has good mechanical properties and water permeability, and its permeability coefficient is about 1.57 mm/s, continuous porosity is 21.8%, and the compressive strength is 18.7 Mpa. The permeable mortar has a quality loss rate of 5.01% and a strength loss rate of 25.1% at the 17th freezing and thawing cycle. Recycled aggregates and recycled powders produce far fewer carbon emissions during production and transportation than natural sand and cement. Currently, permeable bricks are mainly used as construction materials for sidewalk pavements. Recycled permeable mortar is more convenient, environmentally friendly, and stronger than permeable bricks, so the research results will provide basic theoretical support for replacing permeable bricks with recycled permeable mortar.
Czasopismo
Rocznik
Tom
Strony
art. e267, s. 1--25
Opis fizyczny
Bibliogr. 38 poz., rys., tab., wykr.
Twórcy
autor
- School of Materials Science and Engineering, Chongqing Jiaotong University, Chongqing, China
autor
- School of Materials Science and Engineering, Chongqing Jiaotong University, Chongqing, China
autor
- School of Materials Science and Engineering, Chongqing Jiaotong University, Chongqing, China
autor
- Beijing Building Materials Academy of Scientific Research Co, Ltd, Beijing , China
- State Key Laboratory of Solid Waste Reuse for Building Materials, Beijing, China
Bibliografia
- 1. Qi Z, Huaitao S. Comparative analysis of domestic and international policies and regulations on construction waste disposal. Environ Protect Circular Economy. 2020;40(01):85-87.
- 2. Chaofeng L. Analysis of the current situation and problems in the implementation of temporary sites for recycling and treatment of construction waste concrete. Concrete. 2021;09:129-33.
- 3. Yang M. Experimental study on the performance of mixed recycled fine aggregate cement mortar. Concrete and Cement Products. 2022;09:92-94.
- 4. Kunlin Ma, Wenbo Mo. Properties and engineering application of brick‑cement recycled fine aggregate recycled mortar. J Railway Sci Eng. 2021;18(08):2073-80.
- 5. Jianggang W, Bo Z. Feasibility study of recycled micronized powder for preparing low strength grade recycled concrete. Municipal Technol. 2022;40(08):57-60.
- 6. Chunfeng H, Huanhuan D. Experimental study on mechanical properties of full‑component recycled powder mortar for waste concrete. Concrete. 2021;12:117-9.
- 7. Wu H, Liang C, Wang C, Ma Z. Properties of green mortar blended with waste concrete‑brick powder at various components, replacement ratios and particle sizes. Constr Build Mater. 2022. https://doi.org/10.1016/j.conbuildmat.2022.128050.
- 8. Kia A, Wong HS, Cheeseman CR. High‑strength clogging resistant permeable pavement. Int J Pavement Eng. 2021;22(3):271-82.
- 9. Yu Z, Gan H, Xiao M, et al. Performance of permeable pavement systems on stormwater permeability and pollutant removal[J]. Environ Sci Pollut Res. 2021;28:28571-84.
- 10. Revathy V, Antherjanam G. Strength comparison of cement mortar and geopolymer mortar[C]// proceedings of structural engineering and construction management 3. Berlin: Springer International Publishing; 2020.
- 11. Torres I, Veiga R, Freitas V. Influence of substrate characteristics on behavior of applied mortar. J Mater Civ Eng. 2018;30(10):04018254.
- 12. Voit K, Hron J, Frei G, et al. Rock‑mortar‑interaction in mortared natural stone structures[J]. Bautechnik. 2022;99(8):604-14.
- 13. Pavlů T. The utilization of recycled materials for concrete and cement production‑a review[C]//IOP conference series: materials science and engineering. IOP Publishing. 2018;442: 012014.
- 14. Pavlů T, Fořtová K, Mariaková D, et al. The durability of recycled aggregate concrete containing recycled masonry aggregate[C]//AIP. Melville: AIP Publishing; 2021.
- 15. Wang R, Zhang YX. Recycling fresh concrete waste: a review. Struct Concr. 2018;19(6):1939-55.
- 16. Pavlů T, Fořtová K, Mariaková D, et al. Optimization of the recycled masonry aggregate concrete mixture for structural utilization[C]//AIP Conference Proceedings. Melville: AIP Publishing; 2021.
- 17. Pavlů T, Fořtová K, Mariaková D, et al. High‑performance concrete with fine recycled concrete aggregate: Experimental assessment. Struct Concr. 2023;24(2):1868-78.
- 18. Kou S, Zhan B, Poon C. Feasibility study of using recycled fresh concrete waste as coarse aggregates in concrete. Constr Build Mater. 2012;28(1):549-56.
- 19. JG/T 573–2020, Recycled micropowder for concrete and mortar.
- 20. JGJ/T 70–2009, Test method for basic properties of building mortar.
- 21. JC/T 2727–2022, Permeable mortar.
- 22. JC/T 2558–2020, Pervious concrete.
- 23. Jing G, Huang G, Zhu W. An experimental study on water permeability of architectural mortar using waste glass as fine aggregate. Materials. 2020;13(5):1110.
- 24. Wang Q, Banthia N, Sun W. Water permeability of repair mortars under an applied compressive stress at early ages. Mater Struct. 2018;51:1-11.
- 25. Han X, Ren M, An X, et al. A numerical model for permeability of cement mortar considering the interfacial transition zone. MagConcr Res. 2021;73(1):1-14.
- 26. Lu L, Zhu S, Liu Z. Laboratory investigation of the permeability properties of cement mortar with different sand–cement ratios. Adv Cem Res. 2022;34(7):292-300.
- 27. Muthu M, Sadowski Ł. Performance of permeable concrete mixes based on cement and geopolymer in aggressive aqueous environments. J Build Eng. 2023;76:107143.
- 28. Zhou L, Liu Y, Lu J, et al. Influence of recycled concrete powder (RCP) and recycled brick powder (RBP) on the physical/mechanical properties and durability of raw soil. Coatings. 2021;11(12):1475.
- 29. Garcia Chumacero JM, Acevedo Torres PL, Portilla CCL, et al. Effect of the reuse of plastic and metallic fibers on the characteristics of a gravelly soil with clays stabilized with natural hydraulic lime. Innov Infrastruct Solut. 2023;8(6):185.
- 30. Muñoz Perez SP, Garcia Chumacero JM, Charca Mamani S, et al. Influence of the secondary aluminum chip on the physical and mechanical properties of concrete. Innov Infrastruct Solut. 2023;8(1):45.
- 31. Juan G, Guillermo A, Luigi V, Muñoz S. Strength of concrete using partial addition of residual wood ash with respect to cement. RP. 2023;5(1):42.
- 32. Liu C, Liu H, Wu J. Effect of recycled mixed powder on the mechanical properties and microstructure of concrete. J Renewable Mater. 2022;10(5):1397.
- 33. GB/T 51366-2019, Standard for calculating carbon emissions from buildings [S].
- 34. GB 36888-2018, Limit of energy consumption per unit of product for ready-mixed concrete.
- 35. Department of Climate Change Response, national development and reform commission. Guidelines for the preparation of provincial greenhouse gas Inventories (Trial) [EB/OL] 2011.
- 36. GB 31335-2014, Limit of energy consumption per unit of product for open pit iron ore mining.
- 37. T/CBMF 27–2018. Evaluation methods and requirements for low carbon products of ready-mixed concrete.
- 38. Santos T, Almeida J, Silvestre JD, et al. Life cycle assessment of mortars: a review on technical potential and drawbacks. Constr Build Mater. 2021;288: 123069.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-3de4cf74-7452-4dfd-ad1e-88149bbe65a0
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.