Pengaruh Penggunaan Limbah Tempurung Kelapa pada Beton Mutu Rendah

Khairul Fiqri, Suhendra Suhendra, Wari Dony

Abstract


Coconut shell waste is one or other abundant organic wastes found in the Jambi region; however, its utilization in the construction sector remains very limitedThe use of coconut shells as a partial substitute for gravel in low-strength concrete offers an environmentally friendly alternative aligned with sustainable development principles. Therefore, this study was conducted to examine the effect of adding coconut shell material on the compressive strength of low-grade concrete and to assess its viability as a replacement for coarse aggregate. The study also aimed to determine whether the resulting concrete meets the compressive strength standards outlined in the Indonesian National Standard (SNI) for low-strength concrete. A quantitative experimental method was employed, with coconut shells incorporated into the concrete mix at 2.5%, 5%, and 7.5% of the total coarse aggregate. Cylindrical test specimens measuring 15 cm in diameter and 30 cm in height were prepared. Compressive strength tests were conducted at 7, 14, and 28 days following the procedures in SNI 7656:2012, and the data were analyzed descriptively using quantitative methods. The results showed that higher proportions of coconut shell substitution corresponded to a gradual decrease in compressive strength. The control concrete at 28 days reached 24.24 MPa, while the mixture containing 7.5% coconut shell achieved 17.02 MPa. Although a reduction in strength was observed, all mixtures still met the minimum design requirement of 15 MPa. In conclusion, the addition of coconut shells leads to a gradual decline in compressive strength, but the concrete remains within the acceptable range for low-strength applications.Concrete containing coconut shells can still be utilized for non-structural applications, provided that quality control is properly maintained. Hence, the use of coconut shell as a partial replacement for coarse aggregate holds potential for limited application in environmentally sustainable construction.

Keywords


Low-strength concrete, coconut shell, compressive strength, coarse aggregate replacement, SNI 7656:2012.

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References


Arikunto, S. (2010). Prosedur Penelitian: Suatu Pendekatan Praktik. Rineka Cipta.

American Society for Testing and Materials.(2018). ASTM C39/C39M-18: Standard test method for compressive strength of cylindrical concrete specimens. [Dokumen WWW].URL https://www.astm.org/Standards/C39ASTM C33,“Specification for Structural Concrete Agregates".

American Society for Testing and Material. ASTM C33 Spescification for structural concrete aggregates.

Bambang,Sujatmiko (2019) Teknologi Beton Dan Bahan Bangunan Departemen Pekerjaan Umum.(2002). Tata Cara Pembuatan Campuran Beton Ringan Dengan Agregat Ringan (SNI 03-3449-2002). Jakarta: Departemen Pekerjaan Umum.

Departemen Pekerjaan Umum. (2005). Spesifikasi Umum Bidang Jalan dan Jembatan-Perkerasan Berbutir dan Beton Semen-Divisi V. Puslitbang Prasarana Transportasi,Badan Penelitian dan Pengembangan: Departemen Pekerjaan Umum.

Departemen Pekerjaan Umum.(2012). Tata Cara Pemilihan Campuran Untuk Beton Normal Beton Berat dan Beton Massa (SNI 7656:2012). Jakarta:Departemen Pekerjaan Umum.

(SNI 03-2834-2000).).Metode Mix Design Beton Badan Standardisasi Nasional.(2000

Hanafiah.,dkk,(2010)“Macam-macam Agregat halus".

Bambang Sujatmiko.(2019).Teknologi Beton dan Bahan Bangunan.

Kardiyono Tjokrodimuljo. 2007. Teknologi Beton dan Batu Buatan untuk Bangunan.Biro Penerbit KMTS FT UGM,Kota Yogyakarta,2007

Neville, A. M. (2012). Properties of Concrete (5th ed.). Harlow: Pearson Education Limited.

SK SNI S-04-1998. (1998). Badan Standardisasi Nasional.

SNI 03-2818-2019. (2019). Tata Cara Pembuatan Beton Mutu Rendah. Badan Standardisasi Nasional.

SNI 03-2834-2000. (2000). Metode pembuatan rencana campuran beton normal. Badan Standardisasi Nasional.

SNI 03-3449-2002.(2002). Tata Cara Perencanaan Campuran Beton Ringan Struktural.Badan Standardisasi Nasional.

SNI 1972:2008. (2008). Metode uji slump beton semen hidraulis yang plastis. Badan Standardisasi Nasional.

SNI 1974-2011. (2011). Kuat tekan beton ialah besarnya beban persatuan yang menyebabkan benda uji beton hancur bila dibebani dengan gaya tekan tertentu yang dihasilkan oleh mesin tekan. Badan Standardisasi Nasional.

SNI 2847:2019. (2019). Persyaratan beton struktural untuk bangunan gedung dan penjelasan.Badan Standardisasi Nasional

SNI 7656-2012. (2012). Beton adalah campuran beberapa agregat, semen, air,dan, jika diperlukan, bahan tambah. Badan Standardisasi Nasional.

SNI 8287:2016. (2016). Metode uji kuantitas butiran pipih, lonjong, atau pipih dan lonjong dalam agregat kasar. Badan Standardisasi Nasional.

SNI S-04-1989-F:Bahan bangunan. Bandung: Departemen Pekerjaan Umum,Yayasan Lembaga Penyelidikan Masalah Bangunan.

Sugiyono. (2017). Metode Penelitian Kuantitatif, Kualitatif, dan R&D. Alfabeta, CV.

Utsev, J. T., & Taku, J. K. (2012). Coconut Shell as Partial Replacement of Coarse Aggregate in Concrete. International Journal of Engineering and Technology.




DOI: http://dx.doi.org/10.33087/civronlit.v10i2.169

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Jurnal Civronlit Unbari
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