%A CITRA ASDIANSYAH	 KA FERLY 
%T RANCANG BANGUN FOAM GENERATOR UNTUK PRODUKSI BATA

RINGAN
%X Pembuatan pada mesin foam agent merupakan Perkembangan dunia kontruksi
semakin modern, seiring dengan kemajuan teknologi yang semakin pesat sehingga
memunculkan onovasi baru dalam dunia kontruksi. Salah satunya pembuatan bata
ringan CLC ( cellular lightweight cocnrete ) . bata ringan CLC adalah beton
seluler yang mengalami proses curing secara ilmiah. Komposisi bata ringan CLC (
cellular lightweight concrate ) adalah semen, pasir, air, dan foaming agent. Dalam
proses pembuatan menggunakan standar pabrikasi. Dari hasil penelitian
menunjukan bahwa penambahan foam dengan variasi sebesar 0 lt/m3 , 0,25 lt/m3
0,5 lt/m3 0,75 lt/m3 dan 1 lt/m3 serta penambahan silica fume sebesar 10% dari
berat semen ke dalam beton membuat kuat tekan beton pada usia 28 hari menurun
berturut-turut 35,17 Mpa, 25,34 Mpa, 22,76 Mpa, 19,21 Mpa, 16,18 Mpa ( Halim
, 2016) pengaruh penambahan foaming agent ADT terhadap beton dengan limbah
genting merah sebagai agregat halus. Dengan variasi penambahan foam 0%, 15%,
30%, dan 45% terhadap volume beton. Dari hasil penelitian tersebut didapatkan
bahwa pada umur 28 hari berat jenis beton rata-rata mengalami penurunan
berturut-turut 2018,99 kg/m3 1881,69 kg/m3 1775,54 kg/m3 1549,05 kg/m3 .
Kuat tekan beton juga mengalami penurunan secara berturut-turut 26,76 Mpa
18,71 Mpa 12,50 Mpa 3,85 Mpa.

Kata kunci : Bata ringan, Beton, CLC, Foaming Agent, produksi
Making foam agent machines is an increasingly modern development in the world
of construction, along with increasingly rapid advances in technology, giving rise
to new innovations in the world of construction. One of them is making CLC
(cellular lightweight concrete) bricks. CLC lightweight brick is cellular concrete
that undergoes a scientific curing process. The composition of CLC (cellular
lightweight concrete) bricks is cement, sand, water and foaming agent. In the
manufacturing process using manufacturing standards. The research results show
that the addition of foam with variations of 0 lt/m3, 0.25 lt/m3 0.5 lt/m3 0.75
lt/m3 and 1 lt/m3 as well as the addition of silica fume of 10% of the weight of
cement into the concrete makes the compressive strength of concrete at the age of
28 days decrease respectively 35.17 Mpa, 25.34 Mpa, 22.76 Mpa, 19.21 Mpa,
16.18 Mpa (Halim, 2016). The effect of adding foaming agent ADT to concrete
with red tile waste as fine aggregate. With variations in adding foam of 0%, 15%,
30% and 45% to the concrete volume. From the results of this research, it was
found that at the age of 28 days, the average density of concrete decreased,
respectively, 2018.99 kg/m3 1881.69 kg/m3 1775.54 kg/m3 1549.05 kg/m3. The
compressive strength of concrete also decreased respectively 26.76 Mpa 18.71
Mpa 12.50 Mpa 3.85 Mpa.

Keywords : Foaming Agent , Concrete, CLC, Light brick , Production
%D 2024
%I FAKULTAS TEKNIK
%L eprints84828