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S. YÜKSEK et al./ ISEM2016 Alanya – Turkey Tablo 6. D-15, D-16 ve D-17 tuğlalarına farklı oranlarda Melment f10 ilavesiyle elde edilen basınç dayanımı ve porozite Kod Basınç dayanımı (kg/cm²) Porozite (%) D-15 + 0.5/1000 g Melment f10 84.8 25.9 D-15 + 0.8/1000 g Melment f10 96.5 23.8 D-15 + 1/1000 g Melment f10 109.7 18.0 D-16 + 0.5/1000 g Melment f10 85.5 26.5 D-16 + 0.8/1000 g Melment f10 97.3 24.3 D-16 + 1/1000 g Melment f10 110.5 18.7 D-17 + 0.5/1000 g Melment f10 86.0 27.0 D-17 + 0.8/1000 g Melment f10 97.9 24.8 D-17 + 1/1000 g Melment f10 113.8 19.1 D-15, D-16 ve D-17 tuğlalarına değişik oranlarda Melment f10 katılarak elde edilen tuğla numunelerinin basınç dayanımlarında ve porozitelerindeki reaktif miktarının artışıyla gözlenen değişim sonuçları Şekil 10 ve Şekil 11’de görülmektedir. Şekil 10. Melment f10 ilavesiyle tuğlaların basınç dayanımlarındaki değişim 786
S. YÜKSEK et al./ ISEM2016 Alanya – Turkey Şekil 11. Melment f10 ilavesiyle tuğlaların porozitelerindeki değişim Tuğlaların basınç dayanımlarını yükselmesi ve porozite değerlerini düşürmesi avantajlarının yanında Melment f10 kimyasalı oldukça pahalı olup %1 oranındaki Melment f10 ilavesi tuğla maliyetlerini günümüz koşullarında %25 civarında arttıracağı hesaplanmaktadır. Basınç dayanımı ve su emme deneyleri sonuçları diğer örnek tuğlalara göre olumlu sonuçlar veren D-15, D-16 ve D-17 tuğla numunelerinin Melment f10 ilavesinden sonra basınç dayanımlarında yükselme porozitelerinde ise azalma gözlenmiştir. Bu sonuçlarla alçı bazlı tuğlaların porozitelerinin kil tuğlaların porozitelerine göre yüksek olduğu gözlenmiştir. Halen inşaat yapımında kullanılan kil bazlı tuğlaların poroziteleri maksimum %7 iken Basınç dayanımı en yüksek değerde elde edilen D-17 tuğlalarının porozitesi %19.1’dir. Bu amaçla D-15, D-16 ve D- 17 tuğlalarının porozitelerini düşürmek amacıyla, inşaat sektöründe “Harçta Su Geçirimsizlik Katkısı” olarak kullanılan ve çimento harcının yapımında suya maksimum 1/9 oranında katılan, SICA (Pero Hidro1) isimli kimyasal madde katılarak hazırlanmıştır. Tuğlaların bu şekilde hazırlanmasından sonra kalıplardan çıkarılan tuğla numunelerinin kuruması beklenilmiş ve tuğlaların yüzeyleri SICA malzemesi ile kaplanmıştır. Bu şekilde hazırlanan tuğlaların 15 gün sonundaki basınç dayanımları ve porozite deneyi sonuçları Tablo 7’de görüldüğü gibidir. Tablo 7. SICA ile hazırlanan ve kaplanan D-15, D-16 ve D-17 tuğlalarının porozite ve basınç dayanımı Kod Basınç Dayanımı (kg/cm²) Porozite (%) D-15 83.0 5.9 D-16 83.7 6.3 D-17 84.0 6.9 Bu sonuçlarla SICA malzemesinin tuğlaların basınç dayanımında herhangi bir değişikliğe yol açmadığı ve dayanımın SICA katılmadan hazırlanan tuğla numuneleriyle aynı olduğu görülmüştür. 787
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ISBN 9786054735846

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