利用再生粗骨料的保湿性能进行高性能混凝土自养护

Z. Awadh, D. Dashti, S. Al-Bahar, J. Chakkamalayath
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引用次数: 2

摘要

本文讨论了再生粗骨料(SSD-RCA)替代普通粗骨料(NCA)对硬化混凝土性能的影响。混凝土混合料采用两种不同的混合程序制备,并用10%和30%的再生粗骨料取代普通粗骨料(NCA)。通过测定两种不同养护条件下混凝土的抗压强度、劈裂抗拉强度、吸水率和空隙率,评价掺入RCA后混凝土的自养护性能。空气和水固化混合物在更换10%和30%的情况下,28天的抗压强度和劈裂抗拉强度相当,表明RCA的使用对自固化效果的影响。本研究利用RCA的高保湿性或高吸水性等不太理想的特性,作为内部固化水来发展强度,以促进建筑和拆除(C&D)废物的回收利用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Using the Moisture Retention Property of Recycled Coarse Aggregates for Self-Curing of High Performance Concrete
recycled coarse aggregates (SSD-RCA), as replacement of normal coarse aggregates (NCA) on the properties of hardened concrete is discussed in this paper. Concrete mixes were prepared using two different mixing procedures, and by replacing normal coarse aggregates (NCA) with 10% and 30% recycled coarse aggregates. The self-curing curing of concrete due to the incorporation of RCA was evaluated by determining the compressive strength, splitting tensile strength, water absorption and percentage of voids of concrete under two different curing conditions. The compressive and the splitting tensile strength were comparable for both air and water curing mixes at 28 days with 10% and 30% replacement, indicating the influence of selfcuring effect through the use of RCA. This study exploits the benefits of rather undesirable property of RCA, such as high moisture retention property, or in another word, high water absorption, as internal curing water for strength development, in order to facilitate the recycling of Construction and Demolition (C&D) waste. 
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