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一种实现水泥基隔断墙最佳力学和热学性能的新模型。

A New Model for Optimal Mechanical and Thermal Performance of Cement-Based Partition Wall.

作者信息

Huang Shiping, Hu Mengyu, Huang Yonghui, Cui Nannan, Wang Weifeng

机构信息

School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China.

State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Xuzhou 221116, China.

出版信息

Materials (Basel). 2018 Apr 17;11(4):615. doi: 10.3390/ma11040615.

Abstract

The prefabricated cement-based partition wall has been widely used in assembled buildings because of its high manufacturing efficiency, high-quality surface, and simple and convenient construction process. In this paper, a general porous partition wall that is made from cement-based materials was proposed to meet the optimal mechanical and thermal performance during transportation, construction and its service life. The porosity of the proposed partition wall is formed by elliptic-cylinder-type cavities. The finite element method was used to investigate the mechanical and thermal behaviour, which shows that the proposed model has distinct advantages over the current partition wall that is used in the building industry. It is found that, by controlling the eccentricity of the elliptic-cylinder cavities, the proposed wall stiffness can be adjusted to respond to the imposed loads and to improve the thermal performance, which can be used for the optimum design. Finally, design guidance is provided to obtain the optimal mechanical and thermal performance. The proposed model could be used as a promising candidate for partition wall in the building industry.

摘要

预制水泥基隔墙因其制造效率高、表面质量好、施工工艺简单便捷,已在装配式建筑中得到广泛应用。本文提出了一种由水泥基材料制成的通用多孔隔墙,以满足其在运输、施工及使用寿命期间的最佳力学和热学性能。所提出的隔墙孔隙率由椭圆圆柱型腔体形成。采用有限元方法研究其力学和热学行为,结果表明所提出的模型相较于建筑行业目前使用的隔墙具有明显优势。研究发现,通过控制椭圆圆柱型腔体的偏心率,可以调整所提出隔墙的刚度,以响应施加的荷载并改善热学性能,这可用于优化设计。最后,提供了设计指导以获得最佳力学和热学性能。所提出的模型有望成为建筑行业隔墙的理想选择。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e2d0/5951499/f3145737bf31/materials-11-00615-g001.jpg

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