Pengaruh Jarak Klem Selang Pada Kuat Tarik Tulangan Bambu

Muhtar Muhtar

Abstract


Tulangan bambu yang sudah dibentuk biasanya mempunyai permukaan licin hampir 50%. Namun, pada permukaan licin tulangan bambu adalah letak kekuatan serat yang paling tinggi. Tujuan penelitian ini adalah untuk meningkatkan kuat tarik tulangan bambu dengan memasang klem selang pada tulangan bambu. Metode yang digunakan adalah uji pull-out tulangan bambu dengan dimensi 15x15 mm2 yang ditanam pada silinder beton berukuran diameter 150 mm dan tinggi 300 mm. Pengujian dilakukan dengan mesin UTM kapasitas 500 kN. Hasil pengujian menunjukkan bahwa kuat tarik cenderung linier positip seiring dengan meningkatnya jarak pemasangan klem selang. Tulangan bambu dengan treatmentt lapis perekat dan klem selang jarak 5 cm mempunyai kuat tarik tertinggi sampai 400,35% dari tulangan bambu normal. Penggunaan perekat pada tulangan bambu harus dilakukan sebagai lapis kedap air dan mengurangi permukaan licin.


Keywords


Tulangan bambu; Kuat tarik; Klem selang

References


Agarwal, A., Nanda, B., & Maity, D. (2014). Experimental investigation on chemically treated bamboo reinforced concrete beams and columns. Construction and Building Materials, 71, 610–617. https://doi.org/10.1016/j.conbuildmat.2014.09.011

Dewi, S. M., & Nuralinah, D. (2017). The Recent Research on Bamboo Reinforced Concrete. MATEC Web of Conferences, 103, 02001.

Dey, A., & Chetia, N. (2016). Experimental study of Bamboo Reinforced Concrete beams having various frictional properties. Materials Today: Proceedings, 5(1), 436–444. https://doi.org/10.1016/j.matpr.2017.11.103

Ghavami, K. (2005). Bamboo as reinforcement in structural concrete elements. Cement and Concrete Composites, 27(6), 637–649. https://doi.org/10.1016/j.cemconcomp.2004.06.002

Javadian, A., Wielopolski, M., Smith, I. F. C., & Hebel, D. E. (2016). Bond-behavior study of newly developed bamboo-composite reinforcement in concrete. Construction and Building Materials, 122, 110–117. https://doi.org/10.1016/j.conbuildmat.2016.06.084

Kathiravan, N. ., Manojkumar, R., Jayakumar, P., Kumaraguru, J., & Jayanthi, V. (2020). State of art of review on bamboo reinforced concrete. Materials Today: Proceedings, 45(xxxx), 1063–1066. https://doi.org/10.1016/j.matpr.2020.03.159

Mali, P. R., & Datta, D. (2020). Experimental evaluation of bamboo reinforced concrete beams. Journal of Building Engineering, 28, 101071. https://doi.org/10.1016/j.jobe.2019.101071

Morisco. (2005). Teknologi Bambu. Program MTBB UGM Yogyakarta.

Muhtar, Dewi, S. M., Wisnumurti, & Munawir, A. (2019). Enhancing bamboo reinforcement using a hose-clamp to increase bond-stress and slip resistance. Journal of Building Engineering, 26. https://doi.org/10.1016/j.jobe.2019.100896

Nindyawati, Dewi, S. M., & Soehardjono, A. (2013). The Comparison Between Pull-Out Test And Beam Bending Test To The Bond Strength Of Bamboo Reinforcement In Light Weight Concrete. International Journal of Engineering Research and Applications (IJERA), 3(1), 1497–1500.

Sakaray, H., Togati, N. V. V. K., & Reddy, I. V. R. (2012). Investigation on properties of bamboo as reinforcing material in concrete. International Journal of Engineering Research and Applications, 2(1), 77–83.

Sharma, B., Gatóo, A., Bock, M., & Ramage, M. (2015). Engineered bamboo for structural applications. Construction and Building Materials, 81, 66–73. https://doi.org/10.1016/j.conbuildmat.2015.01.077




DOI: https://doi.org/10.32528/ipteks.v6i1.5282

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Jl. Karimata No. 49 Sumbersari Jember (Gedung A Lantai 1 Universitas Muhammadiyah jember)

 

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