用甘蔗渣灰部分替代水泥生产压缩稳定土块

Santiago Bravo, Felipe Espinoza, Jorge Albuja-Sánchez, Mariela Anaguano-Marcillo, Jonathan Morales
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摘要

传统建筑中使用的砌块能耗高、排放量大,给地球资源造成了沉重负担,全球变暖和碳足迹也令人担忧。因此,压缩稳定土砌块是一种令人满意、影响较小的替代品,可改善土壤混合料的物理和机械性能。为此,我们利用当地的砂质淤泥型土壤开发了压缩稳定土块。这种土壤使用 12% 的 GU 型水泥和 3% 的甘蔗渣灰进行加固,甘蔗渣灰是厄瓜多尔重量产量最高的农用工业残渣,每焚烧一吨甘蔗渣可产生 25 至 40 公斤的甘蔗渣灰。制造出的砖块尺寸为 13 厘米 x 6 厘米 x 5.5 厘米,压实至最佳含水量,并分别固化 14 天和 28 天。最后,对它们进行了抗压强度、抗弯强度和吸水性测试。测试结果表明,这些材料符合各种国际标准的要求。
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SUGARCANE BAGASSE ASH AS A PARTIAL REPLACEMENT OF CEMENT FOR PRODUCING COMPRESSED STABILIZED EARTH BLOCKS
The masonry blocks traditionally used in construction are associated with high energy consumption and significant emissions generation, placing a significant burden on the Earth's resources and alarming global warming and carbon footprint. For this reason, compressed stabilized earth blocks represent a satisfactory, lower-impact alternative to improve the physical and mechanical behavior of the soil mix. To achieve this, compressed stabilized soil blocks were developed using locally available sandy silt-type soil. This soil was stabilized using 12% GU-type cement and 3% sugarcane bagasse ash, a residue of the agro-industry with the highest production by weight in Ecuador, with a generation of 25 to 40 kg for each ton of bagasse incinerated. Blocks with dimensions of 13 cm x 6 cm x 5.5 cm were manufactured, compacted to optimum moisture content, and cured for 14 and 28 days. Finally, they were tested for compressive strength, flexural strength, and water absorption. The results obtained showed compliance with the requirements of various international standards.
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