STRUCTURAL ANALYSIS OF THE ECOEARTH SANDWICH SYSTEM

E. Villacis, Patricio Cevallos, C. Ayarza
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Abstract

The eco earth sandwich is a construction system with a CMU foundation, braced vertically with treated wood poles and horizontally with steel rods and rammed earth. A reinforced concrete crowning beam confines a steel panel envelope, developed as an alternative wall using local resources, materials, and workforce. The Con Lo Que Hay 14 (CLQH 14) workshop, which translates to “With What is Available, edition 14 workshop,” developed the eco earth sandwich for a small suburban community center in the Ecuadorian Andes, based on vernacular contained earth criteria. The model is a one-story structure in which the resistance of its conforming elements will be evaluated in a theoretical approach. Earthquake resistance: Compression and tensile stresses and cutting effects produced at the foot of the wall will be evaluated. Verifying its effectiveness as a one-story self-standing structure and the possibility of becoming bearing walls. Future studies are planned with laboratory structural stress load tests.
生态土夹层系统的结构分析
生态土夹层是一种由 CMU 基础、经处理的木杆垂直支撑、钢筋和夯土水平支撑的建筑系统。钢筋混凝土顶梁限制了钢板围护结构,它是利用当地资源、材料和劳动力开发的替代墙体。Con Lo Que Hay 14 (CLQH 14) 工作坊的意思是 "利用现有资源,第 14 版工作坊",该工作坊根据当地含土标准,为厄瓜多尔安第斯山脉郊区的一个小型社区中心开发了生态土夹层。该模型为单层结构,将通过理论方法对其符合要求的构件的抗震性进行评估。抗震性:将对墙脚产生的压缩和拉伸应力以及切割效应进行评估。验证其作为单层自立结构的有效性以及成为承重墙的可能性。未来的研究计划包括实验室结构应力负荷测试。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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