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Pengaruh Pemanfaatan Limbah Batubara (Fly Ash) Terhadap Kekuatan Tekan Mortar Type M Kusdiyono, Kusdiyono; Rochadi, Mochammad Tri
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol 17, No 2 (2012): WAHANA Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v17i2.119

Abstract

Fly ash and bottom ash is a solid waste generated from coal burning power plants. Solid waste is present in large enough quantities. The amount is quite large, so it requires a management that does not cause environmental problems such as air pollution, water and ecosystem degradation. The research done in the field of Engineering Materials Research in an effort to utilize industrial waste that can be used for mortar to other industrial materials, and the results of the study are intended to address the increasingly complex problems of the solid wastes such as fly ash and how to maximize its utilization. One way to capitalize is made mortar. To determine the extent of the effect of adding fly ash on compressive strength of mortar, the addition of the composition is mixed with fly ash ranging from 0%, 5%, 10%, 15% and 20% of the weight of cement with water factor cement is determined the same in all variations of the mixture. The samples used were cuboid (5 cm x 5 cm x 5 cm), planned mortar is Type M. The samples were tested at ages 7, 14, 21 and 28 days, with the first treated before testing. Total sample of 60 fruit, consists of five variations and each variation of a total of 12 pieces. The results obtained increased compressive strength highest average in the addition of Fly Ash every 5% of the well at a young age (7 to 28) days with the highest compressive strength 7 days reached 373.71 kg / cm ² at 20% addition of Fly Ash and 403, 41 kg / cm ² for the addition of 15%, the compressive strength was the lowest average age of 14 days obtained at 307.68 kg / cm ² at 5% addition of Fly Ash and 28 days amounted to 355.78 kg / cm ² to mix mortar with the addition of Fly Ash of 10%. With the regression equation Y = 8.244 X ² - 40.47 x + 384.3 and the correlation R ² = 0.987. This is because Fly Ash has a fine grain that will make the mortar more slashy (workable), solid and makes cavities between aggregate grains filled by Fly Ash, so that the pores and cavities become smaller, thereby increasing the compressive strength of mortar. Thus the picture of the use of Fly Ash as a mortar significantly proven.
ANALISIS PRODUKTIVITAS DAN EFEKTIVITAS TENAGA KERJA INSTALASI PEMELIHARAAN FASILITAS NON MEDIS RSUD DR. MOEWARDI, SURAKARTA Atifudin, Atifudin; Martono, Martono; Rochadi, Mochammad Tri
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol 21, No 01 (2016): WAHANA Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v21i01.821

Abstract

Non Medical Maintenance Facility of RSUD Dr. Moewardi, Surakarta as one ofe local hospital have a maintenance organization and care set and run such activities planing, inspection, maintenance, and repair pertaining to facilities so far. An organization rearing and care a building need to know levels of productivity each labor that labor you have available can work effectively and efficiently. Method used to perfoming calculations productivity adn effectiveness labor which there is method of analysis toward their job don submarine two years count of january 2014 until december 2015. From analysis that has been done productivity an effectiveness labor which is with Non Medical Maintenance Facility of RSUD Dr. Moewardi, Surakarta be seen that productivity and effectiveness mean labor for two years to labor work of water amounting to 21,74% and 25,15%, labor employement of electric power of 18,54% and 13,35%, labor work comumication 0f 8,58% and 17,76% labor for a job the elevator 0f 17,36% and 14,24%.Kata kunci :