ارزیابی نمونه‌های ملات ژئوپلیمری بر پایه پودر لاتریت مسلح شده با الیاف شیشه

نوع مقاله : علمی - پژوهشی

نویسندگان

1 دانشجوی دکتری عمران گرایش سازه، دانشکده عمران و معماری، دانشگاه ملایر، ملایر، همدان، ایران

2 استادیار، گروه مهندسی عمران، دانشکده عمران و معماری، دانشگاه ملایر، ملایر، همدان، ایران

3 استادیار، گروه مهندسی مکانیک، دانشکده فنی مهندسی، دانشگاه بناب، بناب، آذربایجان شرقی، ایران

4 عضو هیأت علمی، گروه مهندسی عمران، دانشگاه بناب

چکیده

تولید مصالح ساختمانی با کیفیت بالا و هزینه تولید پایین، یکی از نیازهای صنعت ساخت و ساز در عصر حاضر است. با بهره‌گیری از فناوری ژئوپلیمریزاسیون، امکان تولید مصالح ساختمانی دوستدار محیط زیست مانند ملات، بتن و آجر ژئوپلیمری با مقاومت مکانیکی بالا و کیفیت مطلوب فراهم شده است. یکی از مواد معدنی آلومینوسیلیکاتی قابل استفاده برای تولید ماده چسبنده ژئوپلیمری، لاتریت می‌باشد. برای بهبود هرچه بهتر مقاومت مکانیکی، دوام و مشخصات فیزیکی فرآورده ژئوپلیمری، تسلیح آن با استفاده از الیاف مختلف مانند الیاف شیشه نیز مورد توجه پژوهشگران مختلف بوده است. در پژوهش حاضر با استفاده از آزمون‌های آزمایشگاهی، تأثیر تسلیح ملات ژئوپلیمری بر پایه پودر لاتریت با استفاده از الیاف شیشه مورد مطالعه قرار گرفت. برای ساخت نمونه‌های ملات ژئوپلیمری با پودر لاتریت، فاقد و حاوی الیاف شیشه از محلول قلیایی حاوی سدیم هیدرواکسید 6، 10 و 14 مولار استفاده شد نمونه‌ها پس از 5 دقیقه اختلاط کامل در درون قالب‌های 50×50×50 میلیمتر چوبی و قالب‌های منشوری 160×40×40 میلیمتر ریخته شده و بر روی دستگاه لرزان ویبره زده شد. پس از عمل‌آوری به مدت 3 روز در گرمخانه، مقاومت فشاری و خمشی نمونه‌های ژئوپلیمری و همچنین درصد جذب آب نمونه‌ها اندازه‌گیری شد. نتایج نشان داد که غلظت محلول فعال‌کننده و الیاف شیشه تأثیر قابل ملاحظه‌ای در مقاومت فشاری و خمشی نمونه‌های ژئوپلیمری بر پایه پودر لاتریت با الیاف شیشه دارد. طبق نتایج به دست‌آمده، افزایش مقاومت فشاری 3، 7 و 28 روزه نمونه‌های ژئوپلیمری حاوی الیاف نسبت به نمونه‌های ژئوپلیمری فاقد الیاف بین 10/9 تا 47 درصد متغیر است. طبق نتایج این تحقیق، ساخت مصالح ساختمانی ژئوپلیمری بر پایه پودر لاتریت حاوی الیاف شیشه با مقاومت نسبتاً بالا توصیه می‌شود.

کلیدواژه‌ها

موضوعات

عنوان مقاله [English]

Evaluation of the laterite powder-based geopolymer mortar samples reinforced with glass fibers

نویسندگان [English]

  • yaser marabi 1
  • Ali Reza Bagherieh 2
  • Hadi Rezghi Maleki 3
  • Ahmad Fahmi 4
1 PhD Student in Civil Engineering, Faculty of Civil Engineering and Architecture, Malayer University, Malayer, Hamadan, Iran
2 Assistant Professor, Department of Civil Engineering, Faculty of Civil Engineering and Architecture, Malayer University, Malayer, Hamadan, Iran
3 Assistant Professor, Department of Mechanical Engineering, Faculty of Engineering, Bonab University, Bonab, East Azerbaijan, Iran
4 Department of Civil Engineering, Faculty of Engineering, University of Bonab, Iran
چکیده [English]

Today, the production of high-quality construction materials with low production costs is one of the needs of the construction industry. By using geopolymerization technology, it is possible to produce construction materials such as mortar, concrete, and geopolymer bricks with high mechanical strength and desirable quality. One of the aluminosilicate minerals that can be used to produce geopolymeric adhesive material is laterite. To improve the mechanical strength, durability, and physical characteristics of the geopolymer product, its reinforcement using different fibers such as glass fibers has been considered by various researchers. In the current research, using laboratory tests, the effect of reinforcing geopolymer mortar based on laterite powder using glass fibers was studied. The alkaline solution containing 6, 10, and 14 M sodium hydroxide was used to make samples of geopolymer mortar with laterite powder, without and containing glass fibers after 5 minutes of complete mixing, The samples were poured into 50 × 50 × 50 mm wooden molds and 40 × 40 × 160 mm prism molds and vibrated on a vibrating machine. After processing for 3 days in the greenhouse, the compressive and bending strength of the geopolymer samples as well as the water absorption percentage of the samples were measured. The results showed that the concentration of activating solution and glass fibers has a significant effect on the compressive and bending strength of geopolymer samples based on laterite powder with glass fibers. According to the obtained results, the increase in 3, 7, and 28 days compressive strength of geopolymer samples containing fibers varies between 10.9 and 47% compared to geopolymer samples without fibers. According to the results of this research, it is recommended to make geopolymer building materials based on laterite powder containing glass fibers with relatively high strength.

کلیدواژه‌ها [English]

  • Geopolymer mortar
  • Laterite powder
  • Glass fibers
  • Alkaline activator
  • Mechanical strength
  • water absorption percentage

مراجع

[1] Duxson, P., A. Fernández-Jiménez, J.L. Provis, G.C. Lukey, A. Palomo, and J.S. van Deventer, Geopolymer technology: the current state of the art. Journal of materials science, 2007. 42(9): p. 2917-2933.
[2] Gartner, E., Industrially interesting approaches to “low-CO2” cements. Cement and Concrete research, 2004. 34(9): p. 1489-1498.
[3] Kastiukas, G., S. Ruan, S. Liang, and X. Zhou, Development of precast geopolymer concrete via oven and microwave radiation curing with an environmental assessment. Journal of Cleaner Production, 2020. 255: p. 120290.
[4] Djobo, J.N.Y., A. Elimbi, H.K. Tchakouté, and S. Kumar, Mechanical properties and durability of volcanic ash based geopolymer mortars. Construction and Building Materials, 2016. 124: p. 606-614.
[5] Kaze, C.R., J.N.Y. Djobo, A. Nana, H.K. Tchakoute, E. Kamseu, U.C. Melo, C. Leonelli, and H. Rahier, Effect of silicate modulus on the setting, mechanical strength and microstructure of iron-rich aluminosilicate (laterite) based-geopolymer cured at room temperature. Ceramics International, 2018. 44(17): p. 21442-21450.
[6] Migunthanna, J., P. Rajeev, and J. Sanjayan, Investigation of waste clay brick as partial replacement of geopolymer binders for rigid pavement application. Construction and Building Materials, 2021. 305: p. 124787.
[7] Peng, Y. and C. Unluer, Analyzing the mechanical performance of fly ash-based geopolymer concrete with different machine learning techniques. Construction and Building Materials, 2022. 316: p. 125785.
[8] Liang, G., T. Liu, H. Li, B. Dong, and T. Shi, A novel synthesis of lightweight and high-strength green geopolymer foamed material by rice husk ash and ground-granulated blast-furnace slag. Resources, Conservation and Recycling, 2022. 176: p. 105922.
[9] Gualtieri, M.L., M. Romagnoli, S. Pollastri, and A.F. Gualtieri, Inorganic polymers from laterite using activation with phosphoric acid and alkaline sodium silicate solution: mechanical and microstructural properties. Cement and Concrete Research, 2015. 67: p. 259-270.
[10] Kaze, R.C., L.M.B. à Moungam, M. Cannio, R. Rosa, E. Kamseu, U.C. Melo, and C. Leonelli, Microstructure and engineering properties of Fe2O3 (FeO)-Al2O3-SiO2 based geopolymer composites. Journal of Cleaner Production, 2018. 199: p. 849-859.
[11] Fahmi, A., A. Babaeian Amini, Y. Marabi, and A. Majnouni-Toutakhane, Evaluation the Use of Stone Aggregates with Different Aggregates in Compressive Strength of Geopolymer Concrete by Environmental Assessment Approach Compared to Portland Concrete. Journal of Environmental Science and Technology, 2021.
[12] Majnouni-Toutakhane, A., A. Fahmi, Y. Marabi, and S.R. Zavaragh, Effect of Curing Temperature on the Mechanical Strength of Alkali Activated Laterite Geopolymeric Samples. Journal of Engineering Research, 2021.
[13] Pachideh, G. and M. Gholhaki, Effect of pozzolanic materials on mechanical properties and water absorption of autoclaved aerated concrete. Journal of Building Engineering, 2019. 26: p. 100856.
[14] Pachideh, G., M. Gholhaki, and H. Ketabdari, Effect of pozzolanic wastes on mechanical properties, durability and microstructure of the cementitious mortars. Journal of Building Engineering, 2020. 29: p. 101178.
[15] Pachideh, G. and M. Gholhaki, Assessment of post-heat behavior of cement mortar incorporating silica fume and granulated blast-furnace slag. Journal of Structural Fire Engineering, 2020.
[16] Ranjbar, N. and M. Zhang, Fiber-reinforced geopolymer composites: A review. Cement and Concrete Composites, 2020. 107: p. 103498.
[17] Farooq, M., A. Bhutta, and N. Banthia, Tensile performance of eco-friendly ductile geopolymer composites (EDGC) incorporating different micro-fibers. Cement and Concrete Composites, 2019. 103: p. 183-192.
[18] Sukontasukkul, P., P. Pongsopha, P. Chindaprasirt, and S. Songpiriyakij, Flexural performance and toughness of hybrid steel and polypropylene fibre reinforced geopolymer. Construction and Building Materials, 2018. 161: p. 37-44.
[19] Alves, L., N. Leklou, F. de Souza, and S. De Barros, Assessment of the effect of fiber percentage in glass fiber reinforced slag-based geopolymer. Journal of Asian Ceramic Societies, 2021. 9(3): p. 1265-1274.
[20] Korniejenko, K., M. Łach, and J. Mikuła, The influence of short coir, glass and carbon fibers on the properties of composites with geopolymer matrix. Materials, 2021. 14(16): p. 4599.
[21] Bai, T., B. Liu, Y. Wu, W. Huang, H. Wang, and Z. Xia, Mechanical properties of metakaolin-based geopolymer with glass fiber reinforcement and vibration preparation. Journal of Non-Crystalline Solids, 2020. 544: p. 120173.
[22] Abdollahnejad, Z., M. Mastali, M. Mastali, and A. Dalvand, Comparative study on the effects of recycled glass–fiber on drying shrinkage rate and mechanical properties of the self-compacting mortar and fly ash–slag geopolymer mortar. Journal of Materials in Civil Engineering, 2017. 29(8): p. 04017076.
[23] Wongsa, A., R. Kunthawatwong, S. Naenudon, V. Sata, and P. Chindaprasirt, Natural fiber reinforced high calcium fly ash geopolymer mortar. Construction and Building Materials, 2020. 241: p. 118143.
[24] Pachideh, G. and M. Gholhaki, An experimental investigation into effect of temperature rise on mechanical and visual characteristics of concrete containing recycled metal spring. Structural Concrete, 2021. 22(1): p. 550-565.
[25] Pachideh, G. and M. Gholhaki, An experimental study on the effects of adding steel and polypropylene fibers to concrete on its resistance after different temperatures. 2019: ASTM International.
[26] Ruengsillapanun, K., T. Udtaranakron, T. Pulngern, W. Tangchirapat, and C. Jaturapitakkul, Mechanical properties, shrinkage, and heat evolution of alkali activated fly ash concrete. Construction and Building Materials, 2021. 299: p. 123954.
[27] Anıl, N., Compressive strength variation of alkali activated fly ash/slag concrete with different NaOH concentrations and sodium silicate to sodium hydroxide ratios. Journal of Sustainable Construction Materials and Technologies, 2019. 4(2): p. 351-360.
[28] Kwek, S.Y., H. Awang, and C.B. Cheah, Influence of Liquid-to-Solid and Alkaline Activator (Sodium Silicate to Sodium Hydroxide) Ratios on Fresh and Hardened Properties of Alkali-Activated Palm Oil Fuel Ash Geopolymer. Materials, 2021. 14(15): p. 4253.
[29] Memon, F.A., M.F. Nuruddin, S. Khan, N. Shafiq, and T. Ayub, Effect of sodium hydroxide concentration on fresh properties and compressive strength of self-compacting geopolymer concrete. J. Eng. Sci. Technol, 2013. 8(1): p. 44-56.
[30] Mermerdaş, K., E.S. Mulapeer, and S.M. Oleiwi, Effect of glass fiber addition on the strength properties and pore structure of fly ash based geopolymer composites. Eskişehir Technical University Journal of Science and Technology A-Applied Sciences and Engineering, 2019. 20(4): p. 427-435.
[31] Srinivasan, S., A. Karthik, and D. Nagan, An investigation on flexural behaviour of glass fibre reinforced geopolymer concrete beams. Int. J. Eng. Sci. Res. Technol, 2014. 3(4): p. 1963-1968.

فایل ها

سابقه مقاله

  • تاریخ دریافت: 30 مرداد 1401
  • تاریخ بازنگری: 27 مهر 1401
  • تاریخ پذیرش: 05 آذر 1401

هم رسانی

ارجاع به این مقاله

آمار