TA Effect of compressive strength and density of dry foam mortar on the addition of foam Thesis

Main Article Content

muhammad alief

Abstract

Technological developments in Indonesia make mortar have another function, namely as a substitute for landfill, and to reduce dry density can add foam to the mortar. In this study researchers used foam to determine the characteristics and effects of foam additions on the compressive strength and dry density of foam mortar.


This mortar foam uses the ratio of cement: sand, which is 1,2: 1 by replacing a few percent of sand with foam and variations in the addition of foam by 75%, 80% and 85%.


The highest value of compressive strength of foam mortar was obtained from the composition of the 75% mixture of foam addition which reached a value of 12.727 MPa. In the 14 day dry density test there was a decrease in the value of dry density from FM 75%, FM 80% to FM 85%, with a dry density value of 1.87; 1,853; and 1,761 g / cmᶾ. The dry density at 28 days increased dry density from 75% FM to 80% FM with dry density value 1,869 to 1,877 g / cmᶾ, and at 80% FM to FM 85% there was a significant decrease with dry density value 1,877 to 1 , 78 g / cmᶾ.


 Downloads Statistics

Download data is not yet available.

Article Details

 How to Cite
[1]
muhammad alief, “TA Effect of compressive strength and density of dry foam mortar on the addition of foam”, JUTATEKS, vol. 3, no. 2, pp. 150-158, Sep. 2019.
 Section
Articles

References

1. Abdullah dan Mubarak (2011). Pengaruh Penggunaan Berbagai Varisai Bahan Pengisi Terhadap Biaya Produksi Beton Biasa. Banda Aceh: UniversitasSyiah Kuala.
2. Fathurrozi dan Rezki Faisal (2016). Sifat-Sifat Fisis dan Mekanis Tanah Timbunan Badan Jalan Kapuas. Banjarmasin: Politeknik Negeri Banjarmasin.
3. Permen PUPR nomor: 46/SE/M/2015 tentangPedoman Perancangan Campuran Material Ringan dengan Mortar Busa untuk Konstruksi Jalan.
4. Setiawan B.T. (2012). Kajian Keausan dan Porositas Agregat Kasar Terhadap Kuat Tekan Beton Dengan Agregat Kasar Dari Beron Daur Ulang Menggunakan Kerikil dari Sungai Opak.Yogyakarta: Universitas Negeri Yogyakarta.
5. SNI 03-1970-1990 tentang Metode Pengujian Berat Jenis dan Penyerapan Air Agregat Halus.
6. SNI 03-3449-2002 tentang Tata Cara Rencana Pembuatan Campuran Beton Ringan dengan Agregat Ringan.
7. SNI 03-6414-2002 tentang Metode Penyiapan Secara Keirng Contoh Tanah Terganggu dan Tanah Agregat Untuk Pengujian.
8. SNI 03-6861-2002 tentang Cara Uji Kandungan Udara Dalam Beton Segar dengan Metode Tekan.
9. SNI 15-2049-2004 tentang Semen Portland.
10. SNI 15-7064-2004 tentang Semen Portland Komposit.
11. Susanto M. R. A (2016). Pengaruh Penambahan Foam Agent pada Pembuatan Beton Busa. Malang: Universitas Muhammadiyah Malang
12. Spesifikasi Khusus 2017 tentang Interim Material Ringan Mortar-Busa dan Baja Struktur Bergelombang.