评估大麻混凝土的可持续性和性能

Nidhi Parmar, Aditi Vats, Vaneeta Devi, S. Kwatra, R.K. Srivastava, S.B. Singh
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摘要

目的:水泥、混凝土、玻璃、沥青和钢材等传统建筑材料在生产过程中需要消耗更多能源,导致温室气体排放量居高不下。因此,世界各地的研究人员都在关注解决碳排放问题的方案,大麻混凝土作为一种污染较少的建筑材料正在崛起。大麻混凝土是一种生物复合材料,由大麻茎的木质芯和熟石灰组成。本研究的目的是了解麻石灰混凝土的物理和机械性能。 研究设计:本研究论文是印度北阿坎德邦潘特纳加 G.B. 潘特农业与技术大学正在进行的麻混凝土研究的一部分。本研究采用实验研究设计。 研究方法:研究结果分为两部分:性能和可持续性。第一部分研究麻混凝土的物理和机械性能。研究人员进行了多次试验,以确定混合设计,重点关注其工作性。针对五种不同的混合设计,用人工浇注了 10 厘米大小的立方体。论文的第二部分通过相关文献综述研究了麻石灰混凝土的可持续性。结果:在指定的 28、56、84 和 112 天时间间隔内,立方体的重量密度范围为 506 至 674 公斤/立方米。与此同时,压缩测试结果也显示出不同的数值,在相同的时间点上从 0.510 兆帕到 0.810 兆帕不等。结果表明,密度与抗压强度之间呈负相关,密度与吸水率之间呈正相关。结论与重量密度有关的结果凸显了大麻混凝土的轻质特性,以至于立方体有在水中漂浮的倾向。由于其抗压强度值相对较低,大麻混凝土被认为适用于建筑施工中的非承重应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Assessing the Sustainability and Performance of Hempcrete
Aim: Traditional construction materials like cement, concrete, glass, asphalt, and steel require more energy in the manufacturing process, which results in high GHG emissions. Therefore, researchers from all over the world are focusing on solutions to tackle carbon emissions, with hempcrete emerging as a less polluting construction material. Hempcrete is a bio-composite comprising a woody core of hemp stem and hydrated lime. The objective of the study is to find out the physical and mechanical properties of hemp-lime concrete.  Study Design: The present research paper is part of the ongoing study on hempcrete at G.B. Pant University of Agriculture & Technology, Pantnagar, Uttarakhand, India. The present study chose an experimental research design.  Methodology: The study presents its results in two parts: performance and sustainability. The first part investigates the performance of hempcrete in terms of its physical and mechanical characteristics. The researcher conducted numerous trials to fix mix designs, focusing on their workability. Cubes of size 10 cm were cast manually for five distinct mix designs. The second part of the paper examines the sustainability aspect of hemp-lime concrete via a relevant literature review. Results: During the specified time intervals of 28, 56, 84, and 112 days, the cubes exhibited a range in weight density from 506 to 674 kg/m3. In parallel, the compression test results demonstrated varying values, spanning from 0.510 Mpa to 0.810 Mpa across the same time points. Results show that there is a negative correlation between density and compressive strength and a positive correlation between density and water absorption rate. Conclusion: The results pertaining to weight density highlight the lightweight nature of hempcrete, to the extent that the cubes have the propensity to float in water. Due to its relatively low compressive strength values, hempcrete is deemed suitable for non-load-bearing applications within building construction.
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