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رفتار حرارتی بتن با لاستیک بازیافتی و پودر شیشه به عنوان بخشی از ریزدانه و سیمان | ||
| نشریه مهندسی عمران امیرکبیر | ||
| دوره 55، شماره 1، فروردین 1402، صفحه 85-108 اصل مقاله (2.57 M) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22060/ceej.2022.21263.7670 | ||
| نویسندگان | ||
| رضا ثقفی لاسمی1؛ مسعود ضیایی* 2؛ محمد هادی علیزاده الیزئی1؛ رضا اسماعیل آبادی1 | ||
| 1دانشکده مهندسی عمران، واحد رودهن، دانشگاه آزاد اسلامی، رودهن، ایران | ||
| 2دانشکده فنی و مهندسی، دانشگاه گرمسار، گرمسار، ایران | ||
| چکیده | ||
| یکی از راهکارهای بازیافت مواد ضایعاتی مانند لاستیک تایر و شیشه، استفاده از آنها در بتن میباشد که علاوه بر کمک به پاکسازی محیط زیست، باعث برداشت کمتر از معادن طبیعی و کاهش آلودگی حاصل از تولید سیمان میشود. در این مقاله تاثیر جایگزینی همزمان ذرات لاستیک ضایعاتی به جای بخشی از سنگدانه ریز و پودر شیشه به جای بخشی از سیمان، بر کارایی و مشخصات مکانیکی بتن، در دمای محیط و پس از اعمال حرارت °C600، مورد بررسی قرار گرفت. برای تعیین میزان تاثیر اندازه ذرات لاستیک بر کارایی و مشخصات مکانیکی، پیش و پس از اعمال حرارت، از دو اندازه متفاوت ذرات لاستیک mm 1–0/15 و mm 5–3 استفاده شد. در کل 13 طرح اختلاط ساخته شد، که جز طرح مرجع، باقی دارای ترکیب ذرات لاستیک جایگزین ماسه در مقادیر حجمی 5% و 10%، در دو اندازه ذرات لاستیک و پودر شیشه جایگزین سیمان در مقادیر وزنی 10%، 15% و 20% بودهاند. برای بررسی کارایی بتنهای دارای لاستیک و پودر شیشه از آزمایش اسلامپ استفاده شد، همچنین مقاومتهای فشاری، کششی، نسبت مقاومت کششی به فشاری، پیش و پس از اعمال حرارت و افت وزن ناشی از اعمال حرارت، مورد بررسی قرار گرفت. برای درک رفتار مواد ضایعاتی از تصاویر میکروسکوپ الکترونی و طیفسنجی استفاده گردید. نتایج در هر دو حالت حرارتی نشان داد 5% لاستیک و 10% پودر شیشه، همچنین اندازه mm 5–3 ذرات لاستیک، بهترین نتایج را از نظر مقاومتهای فشاری و کششی، در بین طرحهای اختلاط دارای لاستیک و پودر شیشه، ارائه دادهاند. | ||
| کلیدواژهها | ||
| بتن؛ لاستیک ضایعاتی؛ پودر شیشه؛ مشخصات مکانیکی؛ حرارت بالا | ||
| موضوعات | ||
| تکنولوژی بتن | ||
| عنوان مقاله [English] | ||
| Thermal behavior of concrete with waste tire and glass powder as part of fine aggregate and cement | ||
| نویسندگان [English] | ||
| Reza Saghafi Lasemi1؛ Masoud Ziaei2؛ Mohammad Hadi Alizadeh Elizei1؛ Reza Esmaeilabadi1 | ||
| 1Department of Civil Engineering, Roudehen Branch, Islamic Azad University, Roudehen, Iran | ||
| 2Faculty of Engineering, Garmsar University, Garmsar, Iran | ||
| چکیده [English] | ||
| One of the recycling approaches for waste materials like tires and glass is to use them in concrete. In this paper, the effect of the simultaneous use of waste rubber as partial substitution of fine aggregate and glass powder as partial substitution of cement, on workability and mechanical properties, in ambient temperature and after exposure to temperature of 600 °C, is investigated. In order to evaluate the effect of rubber particle size on workability and mechanical properties, two different rubber particle sizes of 0.15-1mm and 3-5mm were used. In total, 13 mixtures were prepared. Except for the reference mixture, the rest contained a combination of rubber particles replacing fine aggregate with the percentages of 5% and 10% by volume and glass powder replacing cement with percentages of 10%, 15% and 20%. First of all, the slump test was carried out. Moreover, compressive strength and tensile strength, before and after thermal exposure, were investigated. In order to have an understanding of waste material's behavior, scanning electron microscopy and energy-dispersive X-ray spectroscopy tests were conducted. the results indicated that 5% for rubber particles, 10% for glass powder and also rubber particle size of 3-5 mm presented the best results among mixtures containing rubber and glass powder, in terms of compressive and tensile strengths. | ||
| کلیدواژهها [English] | ||
| Concrete, Waste rubber, Glass powder, Mechanical properties, Elevated temperature | ||
| مراجع | ||
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[1] A. Siddika, M.A.A. Mamun, R. Alyousef, Y.H.M. Amran, F. Aslani, H. Alabduljabbar, Properties and utilizations of waste tire rubber in concrete: A review, Construction and Building Materials, 224 (2019) 711-731. [2] F. Pacheco-Torgal, Y. Ding, S. Jalali, Properties and durability of concrete containing polymeric wastes (tyre rubber and polyethylene terephthalate bottles): An overview, Construction and Building Materials, 30 (2012) 714-724. [3] K. Strukar, T. Kalman Šipoš, I. Miličević, R. Bušić, Potential use of rubber as aggregate in structural reinforced concrete element – A review, Engineering Structures, 188 (2019) 452-468. [4] R. Hassanli, J.E. Mills, D. Li, T. Benn, Experimental and Numerical Study on the Behavior of Rubberized Concrete, Advances in Civil Engineering Materials, 6(1) (2017) 134-156. [5] B.S. Thomas, R.C. Gupta, Long term behaviour of cement concrete containing discarded tire rubber, Journal of Cleaner Production, 102 (2015) 78-87. [6] M. Gesoglu, E. Güneyisi, O. Hansu, S. İpek, D.S. Asaad, Influence of waste rubber utilization on the fracture and steel–concrete bond strength properties of concrete, Construction and Building Materials, 101 (2015) 1113-1121. [7] F. Aslani, G. Ma, D.L. Yim Wan, V.X. Tran Le, Experimental investigation into rubber granules and their effects on the fresh and hardened properties of self-compacting concrete, Journal of Cleaner Production, 172 (2018) 1835-1847. [8] L.-J. Li, G.-R. Tu, C. Lan, F. Liu, Mechanical characterization of waste-rubber-modified recycled-aggregate concrete, Journal of Cleaner Production, 124 (2016) 325-338. [9] S. Karunarathna, S. Linforth, A. Kashani, X. Liu, T. Ngo, Effect of recycled rubber aggregate size on fracture and other mechanical properties of structural concrete, Journal of Cleaner Production, 314 (2021) 128230. [10] A.M. Marques, J.R. Correia, J. de Brito, Post-fire residual mechanical properties of concrete made with recycled rubber aggregate, Fire Safety Journal, 58 (2013) 49-57. [11] L. Guelmine, H. Hadjab, A. Benazzouk, Effect of elevated temperatures on physical and mechanical properties of recycled rubber mortar, Construction and Building Materials, 126 (2016) 77-85. [12] T. Gupta, S. Siddique, R.K. Sharma, S. Chaudhary, Effect of elevated temperature and cooling regimes on mechanical and durability properties of concrete containing waste rubber fiber, Construction and Building Materials, 137 (2017) 35-45. [13] M. Mousavimehr, M. Nematzadeh, Predicting post-fire behavior of crumb rubber aggregate concrete, Construction and Building Materials, 229 (2019) 116834. [14] Y. Tang, W. Feng, W. Feng, J. Chen, D. Bao, L. Li, Compressive properties of rubber-modified recycled aggregate concrete subjected to elevated temperatures, Construction and Building Materials, 268 (2021) 121181. [15] Y. Jiang, T.-C. Ling, K.H. Mo, C. Shi, A critical review of waste glass powder – Multiple roles of utilization in cement-based materials and construction products, Journal of Environmental Management, 242 (2019) 440-449. [16] F. Rajabipour, E. Giannini, C. Dunant, J.H. Ideker, M.D.A. Thomas, Alkali–silica reaction: Current understanding of the reaction mechanisms and the knowledge gaps, Cement and Concrete Research, 76 (2015) 130-146. [17] K. Zheng, Pozzolanic reaction of glass powder and its role in controlling alkali–silica reaction, Cement and Concrete Composites, 67 (2016) 30-38. [18] R.F. Bleszynski, M.D.A. Thomas, Microstructural Studies of Alkali-Silica Reaction in Fly Ash Concrete Immersed in Alkaline Solutions, Advanced Cement Based Materials, 7(2) (1998) 66-78. [19] Z. Kalakada, J.H. Doh, G. Zi, Utilisation of coarse glass powder as pozzolanic cement—A mix design investigation, Construction and Building Materials, 240 (2020) 117916. [20] O.M. Olofinnade, J.M. Ndambuki, A.N. Ede, C. Booth, Application of waste glass powder as a partial cement substitute towards more sustainable concrete production, in: International Journal of Engineering Research in Africa, Trans Tech Publ, 2017, pp. 77-93. [21] H.A. Elaqra, M.A.A. Haloub, R.N. Rustom, Effect of new mixing method of glass powder as cement replacement on mechanical behavior of concrete, Construction and Building Materials, 203 (2019) 75-82. [22] D. Patel, R.P. Tiwari, R. Shrivastava, R.K. Yadav, Effective utilization of waste glass powder as the substitution of cement in making paste and mortar, Construction and Building Materials, 199 (2019) 406-415. [23] A.A. Aliabdo, A.E.M. Abd Elmoaty, A.Y. Aboshama, Utilization of waste glass powder in the production of cement and concrete, Construction and Building Materials, 124 (2016) 866-877. [24] Z. Pan, Z. Tao, T. Murphy, R. Wuhrer, High temperature performance of mortars containing fine glass powders, Journal of Cleaner Production, 162 (2017) 16-26. [25] B. Li, T.-C. Ling, J.-G. Yu, J. Wu, W. Chen, Cement pastes modified with recycled glass and supplementary cementitious materials: Properties at the ambient and high temperatures, Journal of Cleaner Production, 241 (2019) 118155. [26] INSO 389, Portland cement — Specifications, 4th Revision, in, Iranian National Standardization Organization, 2020. (in Persian) [27] ASTM C150/C150M-21, Standard Specification for Portland Cement, ASTM International, West Conshohocken, PA, 2021. [28] ASTM C127-15, Standard Test Method for Relative Density (Specific Gravity) and Absorption of Coarse Aggregate, ASTM International, West Conshohocken, PA, 2015. [29] ASTM C128-15, Standard Test Method for Relative Density (Specific Gravity) and Absorption of Fine Aggregate, ASTM International, West Conshohocken, PA, 2015. [30] INSO 302, Concrete Aggregate — Specifications, 4th Revision, in, Iranian National Standardization Organization, 2020. (in Persian) [31] ASTM C33/C33M-18, Standard Specification for Concrete Aggregates, ASTM International, West Conshohocken, PA, 2018. [32] ASTM C192/C192M-19, Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory, ASTM International, West Conshohocken, PA, 2019. [33] ASTM C511-21, Standard Specification for Mixing Rooms, Moist Cabinets, Moist Rooms, and Water Storage Tanks Used in the Testing of Hydraulic Cements and Concretes, ASTM International, West Conshohocken, PA, 2021. [34] ASTM C143/C143M-20, Standard Test Method for Slump of Hydraulic-Cement Concrete, ASTM International, West Conshohocken, PA, 2020. [35] INSO 1608-3, Hardened Concrete-Part 3: Compressive Strength of Test Specimens- Test Method, 1st.Edition, in, Iranian National Standardization Organization, 2015. (in Persian) [36] BS EN, 12390-3: 2019 Testing Hardened Concrete—Part 3: Compressive Strength of Test Specimens, British Standards Institution, 2019. [37] ASTM C496/C496M-17, Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens, ASTM International, West Conshohocken, PA, 2017. [38] Iranian Concrete Code, Materials and Construction, No.120-2, in, Plan and Budget Organization, Tehran, Iran, 2021. (in Persian) | ||
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