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THE EXPERIMENTAL STUDY ABOUT THE USAGE OF SILICA FUME IN MORTAR PLASTER PRODUCTION

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Abstract (2. Language): 
In this study; the relation between silica fume and mortar plaster was investigated. For that reason; silica fume was replaced with 0%, 5%, 10%, 15% of cement weight. The effect of silica fume on consistency, unit volume mass, bending strength, compressive strength, water absorbtion and adhesive strength of mortar plaster were investigated by experimental methods.In the experiment results; it was seen that consistency, unit volume mass and water absorbtion values of fresh concrete have decreased by increasing silica fume ratio and also it could be seen that; as the silica fume ratio have been increased, bending, compressive and adhesive strength have increased.
Abstract (Original Language): 
Bu çalõşmada, silis dumanõnõn sõva harcõyla olan ilişkisi araştõrõlmõştõr. Bu amaçla silis dumanõ, %0, %5, %10 ve %15 oranlarõnda çimentonun ağõrlõkça yerine kullanõlmõştõr. Silis dumanõnõn sõva harcõndaki; kõvam, boşluklu birim hacim kütlesi, eğilme dayanõmõ, basõnç dayanõmõ, alt tabakaya yapõşma dayanõmõ ve su emme özellikleri üzerine olan etkisi deneysel olarak incelenmiştir. I. INTRODUCTION The plastering work is done for sealing of wall surfaces in the construction, to have a good outface and inner appearance, to protect the building from external effects and to isolating against the sound, heat and moisture.[1] Silica fume is apozzolanic substance that is obtained as a by-product during the production of silisium and ferrosilisium alloys in 200 ûC heated electric arc oven. Deney sonuçlarõnda; kõvam, taze harcõn boşluklu birim hacim kütlesi ve su emme değerleri silis dumanõ oranõ arttõkça azalmõş ve eğilme, basõnç ve yapõşma dayanõmõnda artõş gözlenmiştir.
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REFERENCES

References: 

[1] Güner, M.S., Yüksel, A., Structural
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Concrete Within Cement, Tcmb/Ar-Ge/ Ankara,
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[6] Aköz, F., Yüzer, N., Koral,S., The Effect Of
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[7] Ekinci, C.E., Antalya Etibank Elektrometalurji
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[8] Temiz, H., Properties Of Mortar Added Fly Ash
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[9] EN 1015-1:1998 EQV, Methods of test for mortar for
masonry - Part 1: Determination of particle size
distribution (by sieve analysis), 1998.
[10] EN 1015-2:1998 EQV, Methods of test for mortar
for masonry - Part 2: Bulk sampling of mortars andpreparation of test mortars, 1998.
[11] EN 1015-3:1999 EQV, Methods of test for mortar
for masonry- Part 3: Determination of consistence of
fresh mortar (by flow table), 1998.
[12] EN 1015-6:1998 EQV, Methods of test for mortar
for masonry - Part 6: Determination of air content of
fresh mortar, 1998.
[13] EN 1015-9:1999 EQV, Methods of test for mortar
for masonry- Part 9: Determination of workable life
and correction time of fresh mortar, 1999.
[14]EN 1015-11:1999 EQV, Methods of test for mortar
for masonry- Part 11: Determination of flexural and
compressive strength of hardened mortar, 1999.
[15] EN 1015-12:2000 EQV, Methods of test of mortar
for masory- Part 12: Determination of adhesive
strength of hardened rendering and plastering
mortars on substrates, 2000.
[16] Çelik, M. H., Experimental Design and Analyses
Method, Lecturer Notes, Gazi University, Institute
Science and Technology, Dept. of Construction
Education, Ankara, Turkey, 2003 .

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