Pemanfaatan Serbuk Karet Terhadap Kuat Tekan dan Daya Redam Beton non Struktural
DOI:
https://doi.org/10.18196/bce.v2i1.13777Keywords:
Serbuk ban bekas, agregat halus, kuat tekan, rasio redaman betonAbstract
Waste tires are a serious problem in many countries in the world, including Indonesia, this is because waste is a solid material that is difficult to decompose and even recycle. The utilization of waste tires in the field of civil engineering and environmental infrastructure is something that needs to be developed. Utilization of rubber powder can be used as a partial substitute for sand in concrete mixtures used in structural concrete and non-structural concrete. This research was conducted by experimental method on cylindrical specimens to test the compressive strength and concrete blocks to test the damping power of 28 days old concrete. The test parameters are the compressive strength and damping coefficient of the rubber powder mixture. The variation of thetest object used is the replacement of used tire rubber powder against sand by 0%, 5%, 10%, 15%, and 20%. The test results show that the more mixture of rubber powder in the concrete can reduce the compressive strength of the concrete and increase the damping ratio of the concrete.References
BSN. 2012. SNI 7656: 2012 Tata Cara Pemilihan Campuran Untuk Beton Normal, Beton Berat Dan Beton Massa. Jakarta: Badan Standarisasi Nasional
Faizah, R., Henricus, P., Akhmad, A., 2019, An Investigation on Mechanical Properties and Damping Behaviour of Hardened Mortar with Rubber Tire Crumbs (RTC), MATEC Web Conferences 258, 05002.
Lee, K. S., Jeong-Il, C.., Se, E. P., Jae-Seung, H., dan Bang, Y. L., 2018, Damping Property Of Prepacked Concrete Incorporating Coarse Aggregates Coated With Polyurethane, Cement and Concrete Composites 93, 301–308.
Liang, C., Tiejun L., Jianzhuang, X., Dujian, Z., Qiuwei, Y., 2016, The Damping Property Of Recycled Aggregate Concrete. Construction and Building Materials 102, 834–842.
Warudkar A A, Valekar NS. 2015. A Technical and Economical Assessment of Replacement of Coarse Aggregate By Waste Tyre Rubber in Construction. International Journal of Engineering
Research and General Science. 3:754-766.
Gupta. T., Chaudhary, S., Shrama, R.K., 2014, Assessment of mechanical and durability properties of concrete containing waste rubber tire as fine aggregate Constr. Build. Mater., 73, pp. 562-574.
Gupta. T., Chaudhary, S., Shrama, R.K., 2016, Mechanical and durability properties of waste rubber fiber concrete with and without silica fume J. Cleaner Prod., 112, pp. 702-711.
Gupta. T., Chaudhary, S., Shrama, R.K., 2015, Impact resistance of concrete containing waste rubber fiber and silica fume Int. J. Impact Eng., 83 (2015), pp. 76-87.
Kusuma, M,F,M., Faizah, R., Nugroho, G., (2021) Pengaruh Penggantian Agregat Halus dengan Serbuk Ban Bekas pada Campuran Beton Terhadap Daya Redam Getaran, Blutin Teknik Sipil Vol. 1 No. 1, Februari 2021.
Downloads
Published
Issue
Section
License
Copyright
The Authors submitting a manuscript do so on the understanding that if accepted for publication, copyright of the article shall be assigned to Bulletin of Civil Engineering (BCE). Copyright encompasses rights to reproduce and deliver the article in all form and media, including reprints, photographs, microfilms, and any other similar reproductions, as well as translations.
Authors should sign Copyright Transfer Agreement when they have approved the final proofs sent by the journal prior the publication. BCE strives to ensure that no errors occur in the articles that have been published, both data errors and statements in the article.
BCE keep the rights to articles that have been published and hold the copyright limited solely for the publication. Authors are permitted to disseminate published article by sharing the link of BCE website. Authors are allowed to use their works for any purposes deemed necessary without written permission from BCE with an acknowledgement of initial publication in this journal.
License
All articles published in BCE are licensed under a Creative Commons Attribution-ShareAlike 4.0 International (CC BY-SA) license. You are free to:
- Share — copy and redistribute the material in any medium or format
- Adapt — remix, transform, and build upon the material for any purpose, even commercially.
The licensor cannot revoke these freedoms as long as you follow the license terms. Under the following terms:
- Attribution — You must give appropriate credit, provide a link to the license, and indicate if changes were made. You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.
- ShareAlike — If you remix, transform, or build upon the material, you must distribute your contributions under the same license as the original.
- No additional restrictions — You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.
