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利用粘土烧砖细粉研究其在砂浆中内部养护和火山灰活性的协同效应。

Investigating the synergistic effects of internal curing and pozzolanic activity in mortar utilizing clay-burnt brick fines.

作者信息

Mohammed Tarek Uddin, Joy Jamil Ahmed, Zahid Chowdhury Zubayer Bin, Islam Redwan Ul

机构信息

Department of Civil and Environmental Engineering, Islamic University of Technology (IUT), Board Bazar, Gazipur, 1704, Bangladesh.

Department of Civil Engineering, University of Malaya, Kuala Lumpur, Malaysia.

出版信息

Heliyon. 2024 Sep 30;10(19):e38739. doi: 10.1016/j.heliyon.2024.e38739. eCollection 2024 Oct 15.

DOI:10.1016/j.heliyon.2024.e38739
PMID:39398065
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC11471270/
Abstract

This study investigates the combined effect of internal curing and pozzolanic activity in mortar through the incorporation of clay-burnt brick fines (CBBF) as a partial substitute for sand. Simultaneously, the study explores the degree of pozzolanic reactivity by replacing a part of cement with finer clay-burnt brick fines (CBBP, particle size <75 μm). These materials are sourced from waste materials generated during brick-chip production. The 50 mm cubic mortar specimens were prepared by substituting a portion of fine aggregate with pre-wetted CBBF up to 20 % v/v and replacing cement with CBBP up to 27 % v/v. Two separate sand-to-cement ratios (S/C) of 1.2 and 1.6 were used in the mortar mixes. Samples underwent mechanical testing and were analyzed using ultrasonic pulse velocity (UPV) and accelerated carbonation tests. At a S/C of 1.6, increasing CBBF content in the mortar led to higher compressive strength. Conversely, for S/C = 1.2, the optimal replacement level was 4 % v/v of CBBF, beyond which compressive strength gradually decreased due to the porous nature of CBBF particles. Moreover, an 8 % CBBF replacement demonstrated maximum resistance to carbonation. SEM analysis revealed a denser matrix, indicating the effectiveness of CBBF in enhancing mechanical and durability properties.

摘要

本研究通过掺入粘土烧砖细粉(CBBF)作为砂的部分替代品,研究了内部养护和火山灰活性在砂浆中的综合作用。同时,通过用更细的粘土烧砖细粉(CBBP,粒径<75μm)替代部分水泥,研究了火山灰反应活性程度。这些材料来源于砖屑生产过程中产生的废料。50mm立方体砂浆试件的制备方法是,用预湿的CBBF替代部分细集料,替代量高达20%(体积/体积),并用CBBP替代水泥,替代量高达27%(体积/体积)。砂浆混合料中使用了1.2和1.6两种不同的砂灰比(S/C)。对样品进行了力学测试,并使用超声脉冲速度(UPV)和加速碳化试验进行了分析。在S/C为1.6时,增加砂浆中CBBF的含量会导致更高的抗压强度。相反,对于S/C = 1.2,最佳替代水平是4%(体积/体积)的CBBF,超过该水平后,由于CBBF颗粒的多孔性质,抗压强度会逐渐降低。此外,8%的CBBF替代量表现出最大的抗碳化能力。扫描电子显微镜(SEM)分析显示基体更致密,表明CBBF在提高力学性能和耐久性方面的有效性。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6692/11471270/b01de833069d/gr12.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6692/11471270/7a15e386199b/gr9.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6692/11471270/4d97e3d469b6/gr10.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6692/11471270/9712a3052bc6/gr11.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6692/11471270/b01de833069d/gr12.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6692/11471270/7a15e386199b/gr9.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6692/11471270/4d97e3d469b6/gr10.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6692/11471270/9712a3052bc6/gr11.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6692/11471270/b01de833069d/gr12.jpg

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