混凝土数字制造的质量控制框架

Q2 Engineering
Derk Bos, Rob Wolfs
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引用次数: 0

摘要

数字浇筑混凝土的质量控制比传统浇筑有更严格的要求。首先,由于模板通常不存在,或者在生产的早期阶段被移除,材料暴露在外部影响下,可能导致变形、倒塌或变质。因此,必须控制过程中性能的演变。其次,制造系统通常对剂量波动更敏感,而生产的优化对象对缺陷更敏感,这就需要在更高的分辨率下控制工艺变化。提出了一个框架,将质量控制实验分为破坏性和非破坏性,根据他们的系统误差,并根据测试的位置相对于过程。将该框架应用于混凝土的新鲜状态力学性能,并由此衍生出质量控制策略。最后,确定了研究空白,这些空白对于在数字制造混凝土中进一步发展和采用这些质量控制策略至关重要。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A quality control framework for digital fabrication with concrete
The quality control of digital fabrication with concrete has more stringent requirements than traditional casting. Firstly, since formwork is typically absent, or removed at an early stage in production, the material is exposed to external influences that can result in deformations, collapse, or deterioration. Therefore, the evolution of properties during the process has to be controlled. Secondly, the fabrication systems are typically more sensitive to dosing fluctuations, and the produced, optimized objects are more sensitive to defects, which requires the process variations to be controlled at a higher resolution. A framework is presented that categorizes quality control experiments into destructive and non-destructive, according to their systematic error, and according to the location of testing with respect to the process. This framework is applied to the fresh state mechanical performance of concrete and quality control strategies are derived from it. Lastly, research gaps are identified that are critical for the further development and adoption of these quality control strategies in digitally fabricated concrete.
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来源期刊
RILEM Technical Letters
RILEM Technical Letters Materials Science-Materials Science (all)
CiteScore
5.00
自引率
0.00%
发文量
13
审稿时长
10 weeks
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