PENGARUH PENAMBAHAN ABU SERBUK KAYU DAN PASIR BERGRADASI KASAR DALAM MENINGKATKAN KUAT TEKAN PAVING BLOCK

Farlin Rosyad, Robbani Rahman, Wanda Yudha Prawira

Sari


At present, paving blocks are widely used as building elements for making building construction, especially for yard pavement, parking lots, and environmental roads. Paving blocks are often used because they have good compressive strength properties, can withstand loads within certain limits, longer plan life, and are easy to install. In addition to these advantages, paving blocks are also better than other pavements in terms of economical maintenance, also in terms of the exterior of a building, and also when viewed in terms of environmental sustainability, as a water absorption system. Sawdust is the material (generally powder) that remains from burning wood. Generally, 6-10% of the mass of wood burned produces ash. From the results of research and discussion in the manufacture of paving blocks with wood dust ash additives planned to increase the compressive strength of paving blocks at the age of 28 days, it was found that the compressive strength of normal paving blocks with 0% wood dust ash was 16.08 MPa, while the compressive strength of paving blocks added with wood dust ash with a composition of 5%, 10%, and 15%, produced a compressive strength of 18.05 MPa; 15.24 MPa; 12.20 MPa;. The effect of sawdust ash on the addition of composition materials in the manufacture of paving blocks can increase the compressive strength of the paving block itself. The compressive strength of paving blocks increases after the addition of sawdust ash from the lowest sawdust ash of 0% to 5% ash only, while paving blocks with 10% and 15% sawdust ash experience a significant decrease in compressive strength value from normal sawdust ash.

 Keywords: Paving Block, Wood Powder Ash


Teks Lengkap:

PDF

Referensi


Anonim 1, SNI 03-0691-1996, Bata Beton (Paving Block). Badan Standarisasi Nasional.

Anonim 2, SNI 15-2049-2004, Semen Portland. Badan Standarisasi Nasional.Indartomo Y.S., dkk.

Anonim 3, SNI 03-2847-2002, Tata Cara Perhitungan Struktur Beton. Badan Standarisasi Nasional.

Anonim 4, SNI-2847-2013, Persyaratan Beton Struktural Untuk Bangunan Gedung. Badan Standarisasi Nasional

Anonim 5, SK SNI S–04–1989–F, Spesifikasi Bahan Bangunan Bagian A (Bahan Bangunan Bukan Logam). Badan Standarisasi Nasional

Anonim 6, SNI–DT-91-0008-2007, Tata Cara Perhitungan Harga Satuan Pekerjaan Beton. Badan Litbang Departemen Pekerjaan Umum

Anonim 7, SNI 03-0028-1987, Tentang Cara Uji Ubin Semen. Badan Standarisasi Nasional

Antoni dan Nugraha, P. 2007.Teknologi Beton. Penerbit C.V Andi Offset. Yogyakarta.

Diposhudo, I. 1996. Struktur Beton Bertulang, Berdasarkan SK-SNI T-15- 1991-03, Departemen Pekerjaan Umum RI, Gramedia Jakarta.

Ida Nurmawati, 2006. Pemanfaatan Limbah Serbuk Gergaii Kayu Terhadap Kuat tekan dan Resapan Air Pada Paving Block, Universitas Negeri Semarang, Semarang.

Prayitno, 1992. Uji Kandungan Abu Hasil Pembakaran Bahan Organik. Jakarta: Rineka Cipta

Ruswanto Adi, T. 2017, Pengaruh Penambahan Abu Pembakaran Serbuk Kayu Jati Terhadap Kuat Tekan dan Serap Air Pada Paving Block. Fakultas Teknik Universitas Muhammadiyah Surakarta. Surakarta.

Tjokrodimuljo, K. 2012. Teknologi Beton, Jurusan Teknik Sipil, Fakultas Teknik Universitas Gadjah Mada, Yogyakarta.

Widari, L.A 2015. Pengaruh Penambahan Abu Serbuk Kayu Terhadap Kuat Tekan Dan Daya Serap Air Pada Paving Block. Fakultas Teknik Universitas Malikussaleh.Aceh

Yusnita, 2008, Pengaruh Penambahan Serbuk Kayu Terhadap Sifat Mekanik Dan Sifat Fisik Beton, Fakultas Teknik Universitas Sumatera Utara, Medan




DOI: https://doi.org/10.31869/rtj.v7i2.4745

Article Metrics

Sari view : 42 times
PDF - 29 times

Refbacks

  • Saat ini tidak ada refbacks.


##submission.copyrightStatement##

"Web Kunjungan Saat ini

Kunjungan Dari Negara

 Flag Counter

 

 

Creative Commons License
Rang Teknik Journal is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.