碎砖对改性反应粉末混凝土某些性能的影响

Rosul Hussein Saeed, N. Aljalawi
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引用次数: 0

摘要

摘要在建造或拆除建筑物时会产生许多垃圾,如粘土砖、混凝土和灰浆。消除这些垃圾的一个既便宜又环保的方法就是将其回收利用,制成新的建筑材料。建筑垃圾和清运垃圾经过粉碎、研磨、干燥和分级后,就变成了再生骨料。本文展示了一项关于使用碎砖作为骨料的研究结果。砖块取自不同的拆迁地,然后被粉碎至不超过 10 毫米。在浇注前,将微钢纤维(占混凝土体积的 1%)和碎砖(分别占原活性粉末混凝土的 25% 和 50%)添加到混合料中,而不是细砂和微钢纤维。在 7 天和 28 天的测试中,添加 25% 碎石的改性活性粉末混凝土(MRPC)的抗压强度比标准活性粉末混凝土的抗压强度分别提高了 7.22% 和 6.73%,抗折强度比标准活性粉末混凝土的抗折强度分别提高了 33.96% 和 27.6%。当使用 50%的碎砖代替砂时,抗压强度在 7 天和 28 天的测试龄期分别略微下降了 8.43% 和 7.69%;当掺入 50%的碎砖时,抗折强度比参考混合物分别下降了 16.03% 和 14.92%。此外,改性活性粉末混凝土的致密性也低于最初制成的活性粉末混凝土。
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Effect of Crushed Brick on some Properties of Modified Reactive Powder Concrete
Abstract. Much trash, similar to clay bricks, concrete, and mortar, is made when things are built or torn down. A cheap and eco-friendly way to eliminate this trash is to recycle it into new building materials. Construction and removal waste is turned into recycled aggregates after being smashed, ground, dried, and graded. This paper shows the findings of a study that looked into using crushed bricks as aggregates. The bricks were taken from the demolition of different places and then crushed until they were no bigger than 10 mm. Micro steel fibres (1% by volume of the concrete) and crushed bricks (25% and 50%) of the original reactive powder concrete were added to the mix instead of fine sand and micro steel fibres before the casting. To look into several properties of the standard and reactive powder concrete, including their density, compressive strength , and Flexural strength . compressive strength of modified reactive powder concrete ( MRPC) with 25% crushed bricks increased by 7.22% and 6.73% more than compressive strength of the standard reactive powder concrete at age 7 days and 28 days of testing respectively and Flexural strength increasing by 33.96%and 27.6% more than Flexural strength of the standard reactive powder concrete at age 7 days and 28 days of testing respectively . The compressive strength slightly decreasing by 8.43% and 7.69% at age 7 days and 28 days of testing respectively when 50% crushed bricks were used instead sand and Flexural strength decreasing by 16.03% and 14.92% less than reference mixture when 50% crushed brick incorporated. Moreover, modified reactive powder concrete was less dense than the reactive powder concrete that was first made.
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