织物形成的不稳定浇筑土:四维墙系统

IF 0.5 0 ARCHITECTURE
Charlie O’Geen, Catherine Page Harris
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引用次数: 0

摘要

本文对不稳定织物浇筑土的干燥、收缩和开裂进行了原型设计研究。未稳定的浇土混合物在织物模板中变得自支撑,并在11天后硬化。相同浇筑土的常规平面抗渗混凝土模板在22天后是湿的和柔韧的。由可膨胀弹性悬挂的织物模板也减少了开裂,允许材料在形式领带处收缩。没有波特兰水泥稳定的浇筑土可以创造非结构性墙体形式,减少材料到现场的运输,减少波特兰水泥的总体使用。这里测试的混合物与美国西南部作者发现的含有29-30%伊利石或高岭石粘土含量的现场土壤相匹配。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Fabric Formed Unstabilized Poured Earth: Four-Dimensional Wall Systems
This paper presents prototype design research into the drying, shrinkage, and cracking of unstabilized fabric-formed poured earth. An unstabilized poured earth mix became self-supporting in fabric formwork and hardened to the touch after 11 days. The same poured earth mix in conventional concrete planar impermeable formwork was wet and pliable after 22 days. Fabric formwork hung by expandable elastics also reduced cracking, allowing material shrinkage at form ties. Poured earth without Portland cement stabilization can create non-structural wall forms with less transportation of material to the site and less overall use of Portland cement. The mix tested here would match a site soil with a 29–30% illite or kaolinite clay content found by the authors in the southwestern United States.
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来源期刊
Technology Architecture and Design
Technology Architecture and Design Arts and Humanities-Visual Arts and Performing Arts
CiteScore
1.30
自引率
0.00%
发文量
18
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