Investigation of Physical and Mechanical Properties of Styrene-Butadiene Rubber Latex Modified Mortars at Early Age

Year 2021, , 154 - 162, 31.12.2021

Kasım Mermerdaş , Zeynep Algın , Şevin Ekmen , Metin Karadağ

https://doi.org/10.46810/tdfd.930279

Cited By: 1

Abstract

Portland cement has been widely used in mortar and concrete construction. However, there are some disadvantages such as, delayed setting time of cement mortar and concrete, low tensile strength, high drying shrinkage, and low chemical resistance. In addition to eliminating these disadvantages, polymers can be used as concrete admixtures to enhance the workability and impermeability of concrete. In this study, fresh and hardened properties of mortars containing different replacement ratios of Styrene-Butadiene Rubber latex by mass (0%, 5%, 10%, 15%, and 20%) at early age (14 days) were examined. The flow and fresh unit weight measurements were made for fresh mortar, while compressive strength, flexural strength, unit weight, water absorption, and capillary water absorption tests were conducted for hardened mortar. As a result, it was observed that the strength decreases as the amount of latex increases in the mortar mixes While a decrease was observed in the flexural strength values due to the use of latex, the use of 10% latex resulted in a small increase of 3% in the flexural strength values of the samples compared to the control mixture. The unit weights of the fresh and hardened mortar samples increased compared to the control sample. The latex addition used has a positive effect on workability, water absorption, and sorptivity of the mortars.

Keywords

Workability, Mortar, Mechanical properties, Styrene-Butadiene Rubber latex

Stiren-Bütadien Kauçuk Lateks Modifiyeli Harçların Erken Yaştaki Fiziksel ve Mekanik Özelliklerinin İncelenmesi

Abstract

Portland çimentosu, harç ve beton yapımında yaygın olarak kullanılmaktadır. Ancak çimento harcı ve betonun gecikmiş priz süresi, düşük çekme dayanımı, yüksek kuruma büzülmesi ve düşük kimyasal direnç gibi bazı dezavantajları vardır. Polimerler bu dezavantajları ortadan kaldırmanın yanı sıra, betonun işlenebilirliğini ve geçirimsizliğini arttırmak amacıyla katkı maddesi olarak kullanılabilmektedirler. Bu çalışmada, Stiren-Bütadien Kauçuk lateksinin kütlece farklı ikame oranlarını (%0, %5, %10, %15 ve %20) içeren harçların erken yaştaki (14 gün) sertleştirilmiş özellikleri incelenmiştir. Taze harç için yayılma ve birim ağırlık ölçümleri yapılırken, sertleşmiş harç üzerinde birim ağırlık, basınç dayanımı, eğilme dayanımı, su emme ve kapiler su emme testleri yapılmıştır. Sonuç olarak harç karışımlarında lateks miktarı arttıkça dayanım değerlerinin azaldığı görülmüştür. Lateks kullanımına bağlı olarak eğilme dayanım değerlerinde düşüş gözlenirken, %10 oranında lateks kullanımı kontrol karışımına kıyasla numunelerin eğilme dayanımı değerlerinde %3 oranında küçük bir artış sağlamıştır. Taze ve sertleşmiş harç numunelerinin birim ağırlıkları kontrol numunesine göre artmıştır. Kullanılan lateks, harçların işlenebilirliği, su emme ve kılcal su emme değerleri üzerinde olumlu bir etkiye sahip olmuştur.

Keywords

İşlenebilirlik, Harç, Mekanik özellikler, Stiren-Bütadiyen Kauçuk lateks

References

• [1] Palson P, Vıdıvellı B. Mechanical properties of latex modified concrete with silica fume. International Journal of Civil Engineering and Technology. 2017;8(9):701-710.
• [2] Kardon, Joshua B. Polymer-modified concrete. Journal of Materials in Civil Engineering. 1997;9(2):85-92.
• [3] Stampino PG, Zampori L, Dotelli G, Meloni P, Sora IN, Pelosato R. Use of admixtures in organic-contaminated cement–clay pastes. Journal of Hazardous Materials. 2009;161(2-3):862-870.
• [4] Aggarwal LK., Thapliyal PC, Karade SR. Properties of polymer-modified mortars using epoxy and acrylic emulsions. Construction and Building Materials. 2017;21(2):379-383.
• [5] Eren F, Gödek E, Keskinateş M, Tosun-Felekoğlu K, Felekoğlu B. Effects of latex modification on fresh state consistency, short term strength and long term transport properties of cement mortars. Construction and Building Materials. 2017;133:226-233.
• [6] Rozenbaum O, Pellenq RM, Van Damme H. An experimental and mesoscopic lattice simulation study of styrene-butadiene latex-cement composites properties. Materials And Structures. 2005;38(4):467-478.
• [7] Lavelle JA. Acrylic latex-modified Portland cement. Materials Journal. 1988;85(1):41-48.
• [8] Kim HK, Lee MH. Generalized Eichler-Shimura isomorphisms for compact locally symmetric spaces. Osaka Journal of Mathematics. 1988;35(2):407-415.
• [9] Dayo AA, Kumar A, Raja A, Bheel N, Shaikh ZH. Use of sugarcane bagasse ash as a fine aggregate in cement concrete. Engineering Science and Technology International Research Journal. 2019;3(3):8–11.
• [10] Wagner HB. Polymer-modified hydraulic cements. Industrial & Engineering Chemistry Product Research and Development. 1965:4(3):191–196.
• [11] Radhakrishnan R, SyamPrakash V, Thampan CK, Varma P. Performance of styrene butadiene rubber as a concrete repair material in tropical climate. International Journal of Advancements in Research & Technology. 2012;1(6):118–122.
• [12] Afridi MUK, Ohama Y, Iqbal MZ, Demura K. Behaviour of Ca(OH)2 in polymer modified mortars. International Journal of Cement Composites and Lightweight Concrete. 1989;11(4):235-244.
• [13] Lho BC, Joo, MK, Choi KH, Choi JY. Effects of polymer-binder ratio and slag content on strength properties of autoclaved polymer-modified concrete. KSCE Journal of Civil Engineering. 2012;16(5):803-808.
• [14] Hwang EH, KoYS, Jeon JK. Effect of polymer cement modifiers on mechanical and physical properties of polymer-modified mortar using recycled artificial marble waste fine aggregate. Journal of Industrial and Engineering Chemistry. 2008;14(2):265–271.
• [15] Yao SY, Ge Y. Effect of styrene butadiene rubber latex on mortar and concrete properties. Advanced Engineering Forum. 2012;5:283–288.
• [16] Ohama Y. Principle of latex modification and some typical properties of latex-modified mortars and concretes adhesion; binders (materials); bond (paste to aggregate); carbonation; chlorides; curing; diffusion. Materials Journal. 1987;84(6):511–518.
• [17] Baghini MS, Ismail A, Karim MR, Shokri F, Firoozi AA. Effect of styrene–butadiene copolymer latex on properties and durability of road base stabilized with Portland cement additive. Construction and Building Materials. 2014;68:740–749.
• [18] Doğan M, Bideci A. Effect of styrene butadiene copolymer (SBR) admixture on high strength concrete. Construction and Building Materials. 2016;112:378–385.
• [19] Kim KK, Yeon J, Hee Lee J, Yeon KS. Feasibility study of SBR-modified cementitious mixtures for use as 3D additive construction materials. Polymers. 2019;11(8):1321.
• [20] Kardon JB. Polymer-modified concrete. Journal of Materials in Civil Engineering. 1997;9(2):85–92.
• [21] Sakai E, Sugita J. Composite Mechanism of Polymer Modified Cement. Cement and Concrete Research. 1995;25(1):127–135.
• [22] Ollitrault-Fichet R, Gauthier C, Clamen G, Boch P. Microstructural Aspects in a Polymer-Modified Cement. Cement and Concrete Research. 1998;28(12):1687–1693.
• [23] Kim MO. Influence of Polymer Types on the Mechanical Properties of Polymer-Modified Cement Mortars. Applied Sciences. 2020;10(3):1061.
• [24] Ohama Y, Nishimura T, Miyaka T, Kan S. Proposed Mix Proportioning of Polymer-Modified Concrete. In: proc. of the 3rd Int. Cong, on Polymers in Concrete. Koriyama;Japan; 1982. p. 178-192.
• [25] Rossignolo JA. Effect of silica fume and SBR latex on the pasteaggregate interfacial transition zone. Materials Research. 2007;10(1):83-86.
• [26] Benali Y, Ghomari F. Mechanical behavior and durability of latex modified mortars. Journal of Building Materials and Structures. 2018;5(1):110-126.
• [27] Idrees M, Nazar R. Effect of SBR on physical and mechanical properties of concrete. 10 th International Concrete Congress. Bursa, 2019. p. 9.
• [28] Rossignolo JA, Agnesin MV. Durability of polymer-modified lightweight aggregate concrete. Cement and Concrete Composites. 2004;26(4):375-380.
• [29] Shafieyzadeh M. Prediction of compressive strength of concretes containing silica fume and styrene-butadiene rubber (SBR) with a mathematical model. International Journal of Concrete Structures and Materials. 2013;7(4):295-301.
• [30] Essa MS, Abdul–Amir AM, Hassan NF. Effect of Adding (SBR) on Concrete Properties and Bond Between Old and New Concrete. Kufa journal of Engineering. 2012;4(1):81-95.
• [31] Soni K, Joshi YP. Performance analysis of styrene butadiene rubber-latex on cement concrete mixes. Journal of Engineering Research and Applications. 2014;3(1):838-44.
• [32] Bideci A, Doğan M, Çomak B, Bideci ÖS, Besli E. Stiren-Bütadien Kopolimer Katkısının Çimento Harçlarına Etkisi. Düzce Üniversitesi Bilim ve Teknoloji Dergisi. 2016;4(1).
• [33] Shirshova N, Menner A, Funkhouser GP, Bismarck A. Polymerised high internal phase emulsion cement hybrids: Macroporous polymer scaffolds for setting cements. Cement and Concrete Research. 2011;41(4):443-450.
• [34] Schulze J. Influence of Water-Cement Ratio and Cement Content on the Properties of Polymer-Modified Mortars. Cement and Concrete Research. 1999;29(6):909–915.
• [35] Wu KR, Zhang D, Song JM. Properties of polymer-modified cement mortar using pre-enveloping method. Cement and Concrete Research. 2002;32(3):425-429.
• [36] Issa MA, Alhassan MA, Shabila H. High-performance plain and fibrous latex-modified and microsilica concrete overlays. Journal of Materials in Civil Engineering. 2008;20(12):742-753.
• [37] Shaukat AJ, Feng H, Khitab A, Jan A. Effect of Admixtures on Mechanical Properties of Cementitious Mortar. Civil Engineering Journal. 2020;6(11):2175-2187.
• [38] Singh SB, Pankaj Munjal, and Nikesh Thammishetti. Role of Water/cement Ratio on Strength Development of Cement Mortar. Journal of Building Engineering. 2015;4:94–100.
• [39] Tchetgnia Ngassam IL, Marceau S, Chaussadent T. Durability of polymer modified repair mortars on concrete structures. In Advanced Materials Research. 2013;687:397-402.
• [40] Wang M, Wang R, Yao H, Farhan S, Zheng S, Wang Z, et al. Research on the mechanism of polymer latex modified cement. Construction and Building Materials. 2016;111:710-718.
• [41] American Society for Testing and Materials, ASTM C1437-01: Standard test method for flow of hydraulic cement mortars, Annual Book of ASTM Standards. Philadelphia:2005; p. 611–612.
• [42] ASTM, C. C138-Standard Test Method for Unit Weight. Yield, and Air Content (Gravimetric) of Concrete. 2001.
• [43] ASTM, C. Standard test method for flexural strength of concrete (using simple beam with third-point loading). In American society for testing and materials. 2010;100:p. 19428-2959.
• [44] Standard, A. S. T. M. C642. Standard Test Method for Density, Absorption, and Voids in Hardened Concrete. ASTM International, West Conshohocken, PA, 2013.
• [45] ASTM, C. (2013). 1585. Standard Test Method for Measurement of Rate of Absorption of Water by Hydraulic-", ASTM Int, 4-9.
• [46] Baş B. Lateks katkılı sıva harçlarının özelikleri. Yüksek Lisans Tezi, İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü; 2009.
• [47] Shete GN, Upase KS. Evaluation of compressive strength and water absorption of styrene butadiene rubber (SBR) latex modified concrete. International Journal of Modern Engineering Research (IJMER). 2014;4(10):40-44.
• [48] Ceran A. Polimer esaslı lateks katkının çimento harç özelikleri üzerindeki etkisinin incelenmesi, Yüksek Lisans Tezi, Mimar Sinan Güzel Sanatlar Üniversitesi Fen Bilimleri Enstitüsü; 2009.
• [49] Yao SY, Ge Y. Effect of styrene butadiene rubber latex on mortar and concrete properties. In Advanced Engineering Forum. 2012;5:283-288.
• [50] Ali AS, Jawad HS, Majeed IS. Improvement the Properties of Cement Mortar by Using Styrene Butadiene Rubber Polymer. Journal of Engineering and Development. 2012;16(3):1813-7822.