Abstract
The present work deals with the effect of graded coarse aggregates on
some properties of no-fines concrete.
Seven mixes of no-fines concrete having (1-6) (cement - coarse
aggregate by weight) and (50-60%) flow were tried with different
gradation of aggregates (first three were single sized, the remaining
four were graded aggregate with different maximum aggregate size).
The main parameters investigated were the compressive strength,
flexural strength, dry density (unitweight) and thermal conductivity.
The results showed that the use of graded aggregates as compared to
single size resulted in an increase in both compressive and flexural
strength in the order of (56% and 21%) respectively and a lesser
increase of dry density and thermal conductivity in the order of (3%
and 8%) respectively.
some properties of no-fines concrete.
Seven mixes of no-fines concrete having (1-6) (cement - coarse
aggregate by weight) and (50-60%) flow were tried with different
gradation of aggregates (first three were single sized, the remaining
four were graded aggregate with different maximum aggregate size).
The main parameters investigated were the compressive strength,
flexural strength, dry density (unitweight) and thermal conductivity.
The results showed that the use of graded aggregates as compared to
single size resulted in an increase in both compressive and flexural
strength in the order of (56% and 21%) respectively and a lesser
increase of dry density and thermal conductivity in the order of (3%
and 8%) respectively.
Keywords
Aggregate Gradings
Maximum Aggregate Size
No-Fines Concrete
Abstract
يهدف هذا البحث إلى دراسة تأثير تدرج الركام الخشن على بعض خواص الخرسانة الخالية من الرمل وهي: الكثافة الجافة، مقاومة الانضغاط، مقاومة الانثناء، التوصيلية الحرارية.تم إعداد سبعة خلطات من الخرسانة الخالية من الرمل بنسبة خلط وزنية (1-6 سمنت-ركام) ونسبة انسياب (50-60%) وبسبعة تدرجات مختلفة للركام، الثلاثة الأولى منها أحادية المقاس، والأربعة الأخرى ركام مدرج وبمقاسات قصوى مختلفة.أظهرت النتائج أن استعمال الركام المدرج بدل الركام أحادي المقاس سبب زيادات كبيرة في مقاومة الانضغاط ومقاومة الانثناء وصلت إلى (56% و 21%) على التوالي، كما سبب ذلك زيادة قليلة في الكثافة الجافة والتوصيلية الحرارية لم تتجاوز (3% و 8%) على التوالي.