PENGARUH PENAMBAHAN ABU JERAMI PADI TERHADAP KUAT TEKAN BETON
DOI:
https://doi.org/10.30736/cvl.v2i2.74Keywords:
compressive strength, cement, rice straw ashAbstract
Cement is one of the main ingredients in the manufacture of concrete. The raw material is used in the manufacture of cement are limestone, silica sand, clay and iron sand. Cement is a material made of material that belong to natural resources that cannot be renewed, so that the raw material inventory of cement in nature is getting less. Continuous mining of cement raw materials has an impact on natural damage. It encourages the discovery of alternative materials as an additive to the manufacture of concrete. The method of data analysis begins with the investigation of cement material, coarse aggregate, fine aggregats and rice straw ash. Concrete is added with rice straw ash with variations of 0%, 5%, 10%, and 15% additions. The test specimen are cylinders with size ø 15 cm x 30 cm and the planned compressive strength is 14.5 MPa. After going through the treatment period for 7 days, the value of compressive strength is then correlated to the age of 28 days. Based on research that has been done at Civil Engineering Laboratory of Islamic University of Lamongan, it is found that there is a decrease of strength on each addition of ash straw content of paddy. Use of rice straw ash in concrete mix with variation of 0%, 5%, 10%, and 15% addition of The weight of cement has an impact on the decrease of concrete strength value. The compressive strength values obtained at the age of 28 days are 18,440 Mpa, 15,366 Mpa, 13,948 Mpa, and 12,530 Mpa.
Downloads
References
ASTM C 127 Standard Test Method for Density, Relative Density (Specific Gravity), and Absorbtion of Coarse Aggregate
ASTM C 128-78Standard Test Method for Density, Relative Density (Specific Gravity), and Absorbtion of Fine Aggregate
ASTM C 188 – 95 Standard Test Method for Density of Hydraulic Cement
ASTM C 29 – 91 Standard Test Method for Bulk Density (“Unit Weightâ€) and Voids Aggregates
ASTM C 566 – 89 Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying
ASTM C-187-86 Normal Consistency of Hydraulic Cement
Malasyi, Syibral, Fasdarsyah dan Wesli. 2014. Analisis Pengaruh Penggunaan Abu Jerami Terhadap Kuat Tekan Beton. Universitas Malikussaleh : Aceh.
Muharrisa, Raisa dan Rahmi Karolina. 2009. Pengaruh Penambahan Serat Jerami Padi sebagai Peredam Suara dan Pengaruhnya Terhadap Sifat Mekanik Beton. Universitas Sumatera Utara : Medan.
Nawi, Edward G. 1998. Beton Bertulang Suatu Pendekatan Dasar. PT Refika Aditama : Bandung.
Nofa, Rini Sri. 2012. Ekstrasi Silika Dari Sekam Dan Jerami Padi Sebagai Penyerap Ion Logam Cd (II). Universitas Negeri Malang : Malang.
PBI 1971, Peraturan Beton Bertulang Indonesia. Direktorat Penyelidikan Masalah Bangunan : Bandung.
SNI 03 – 2847 – 2002, Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung (Beta Version) : Bandung.
SNI 15-2049-2004, Semen Portland: Bandung.
SNI 7394:2008, Tata Cara Perhitungan Harga Satuan Pekerjaan Beton untuk Konstruksi Bangunan Gedung dan Perumahan : Bandung.
Wijanarko, Wisnu. 2009.Analisis Bahan Jerami Padi Dalam Bentuk BlockAtau Kotak Sebagai Bahan Pengisi Batako. Universitas Sebelas Maret : Surakarta.
Referensi dari website :
Ahadi. 2011.Agregat Halus Kasar. http://www.ilmusipil.com/agregat-halus-kasar. Diakses tanggal 3 maret 2017.
http://eproduk.litbang.pertanian.go.id/product.php?id_product=130 diakses tanggal 22 juli 2017.
http://www.lamongankab.go.id/portal/58-uncategorized/1880-karanglangit.html diakses tanggal 22 juli 2017.
http://kbbi.web.id. Diakses tanggal 13 januari 2017.
http://staff.uny.ac.id/sites/default/files/pendidikan/dr-slamet-widodo-st-mt/sni-15-2049-2004.pdf. Diakses tanggal 3 maret 2017.
http://arpumiko.wordpress.com/2008/10/11/bahan-baku-pembuatan-semen/. Diakses tanggal 23 maret 2017.
Kirana, Febrian Sasi. 2011. Portland Cement. http://febriansasi.blogspot.co.id/2011/12/portland-cement.html. Diakses tanggal 13 januari 2017
Downloads
Published
How to Cite
Issue
Section
License
Authors who publish in this journal agree to the following terms:
-
- Copyright on any article is held by the author.
- The author grants the journal first publication rights with the work licensed concurrently under a Creative Commons Attribution License that allows others to share the work with an acknowledgment of authorship and initial publication of the work in this journal.
- Authors may make separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of that journal (for example, posting it to an institutional repository or publishing it in a book), with an acknowledgment of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (for example, in an institutional repository or on their website) before and during the submission process, as doing so can lead to productive exchange, as well as earlier and greater citation of the published work.
- Published articles and related materials distributed under a Creative Commons Attribution-ShareAlike 4.0 International License
Civilla (Jurnal Teknik Sipil Universitas Islam Lamongan) by Universitas Islam Lamongan is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Based on a work at https://jurnalteknik.unisla.ac.id/index.php/CVL/index