玉米壳灰分掺合料对混凝土裂缝控制的影响

Peter I. Aburime, E. Ndububa, David O. Kpue
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摘要

几内亚玉米壳是尼日利亚北部常见的收获后的农业废弃物,经常堆积在一起,造成环境污染。几内亚玉米壳灰(GCHA)是其焚烧的副产品。在本实验研究中,它被用于替代混凝土中的水泥在0%,5%,10%,20%,30%和40%的重量水平。试样分别浇铸、固化3、14、28、56 d后压碎。在此之前,GCHA的化学成分是通过x射线衍射分析仪测定的。灰分中的氧化物主要为SiO2(85.4%)、K2O(4.01%)、Fe2O3(0.64%)、CaO(2.04%)和NaO2(0.98%)。未检测到SO3和AI2O3。SiO2、Al2O3和Fe2O3的总含量为86.04%,高于火山灰材料70%的基准。SO3和NaO2分别低于最大允许值4%和1.5%。新拌混凝土的坍落度值从水泥置换率为0%时的11mm到置换率为40%时的3.6mm不等。硬混凝土的抗压强度值最高,素混凝土为23.67 N/mm2, GCHA置换5%时为49.3 N/mm2。所有材料的固化时间均为56天,具有良好的承载质量。梁试件分别进行了3、14、28和56天的弯曲试验,直至出现裂缝。用裂纹测量显微镜测量不同更换水平和养护天数下的裂纹长度(CRL)和宽度(CRW)。结果表明:在养护14d时,GCHA硬化混凝土的裂缝值有减小的趋势;这种趋势在28天固化的样品中也不明显,特别是在高达20%的替换水平下。CRL和CRW的裂缝值降幅分别高达17.2%和2091%。然而,对于替换水平较高的样品和固化3天和56天的样品,没有明显的裂缝控制。因此,GCHA混凝土可用于重载结构,并在养护14天和38天时以5 - 20%的替换水平控制裂缝。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Impact of Guinea Corn Husk Ash as an Admixture for Crack Control in Concrete
Guinea corn husk, a post-harvest agricultural waste common in Northern Nigeria is often heaped up constituting environmental nuisance. Guinea Corn Husk Ash (GCHA) is an incinerated by-product of it. In this experimental investigation, it was used to replace cement in concrete at levels of 0%, 5%, 10%, 20%, 30% and 40% by weight. The sample cubes were casted and cured for 3, 14, 28 and 56 days before crushing. Before then, the chemical constituents of the GCHA were determined from an X-Ray diffraction analyzer. The oxides found in the ash included SiO2 (85.4%), K2O (4.01%), Fe2O3 (0.64%), CaO (2.04%) and NaO2 (0.98%). SO3 and AI2O3 were not detected. The combined percent of SiO2, Al2O3 and Fe2O3 of 86.04% is above the 70% benchmark for a pozzolana material. Also, SO3 and NaO2 fell below the maximum allowable values of 4% and 1.5% respectively. The fresh concrete had slump values that ranged from 11mm for 0% cement replacement to 3.6mm for 40% replacement. The hard concrete had the highest compressive strength value of 23.67 N/mm2 for plain concrete and 49.3 N/mm2 at 5% GCHA replacement level. All were at 56 days of curing, satisfying quality for heavy load bearing. Beam samples cured for 3, 14, 28 and 56 days were subjected to flexural tests until they developed cracks. The cracks were measured for lengths (CRL) and width (CRW) for different replacement levels and curing days with a crack measuring microscope. The results show that, at 14days curing, there is a trend in the crack values’ reduction for the hardened GCHA concrete. This trend is also marginally seen for the 28 day cured samples, particularly at up to 20% replacement levels. The decrease in crack values were up to 17.2% and 2091% for CRL and CRW respectively. However, there were no significant crack controls with samples of higher replacement levels and those cured for 3 and 56 days. GCHA concrete can therefore be used to for heavy load bearing structures and for crack control at 5 – 20% replacement levels when cured for 14 days and 38 days.
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