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新型节能轻钢复合楼板荷载试验研究

New energy-saving light steel composite floor loading experiment study

中文摘要英文摘要

本文通过对单个足尺轻钢复合楼面板试件进行静力试验,研究该结构体系楼面板的竖向承重性能,了解楼面板的竖向承载力,挠曲变形特性。通过对试件应力应变的量测及试验现象的观察,了解试件不同受力阶段的受力特点及试件破坏顺序及最终的破坏形式。通过对比了解到内填充材料(发泡水泥)的在板抗弯承载力中的贡献。为今后此新型节能轻钢复合板结构体系楼板的优化设计提供依据。

In this paper, a single full scale of light steel composite floor panel static test specimens, to study the architecture floor panel vertical load-bearing properties, understand vertical bearing capacity of the floor slab, deflection characteristics through. By observing the phenomenon of measurement and test specimen stress and strain to understand the mechanical characteristics of the specimen and specimen damage in the form of the order and final destruction of the different stages by force. By comparing the contribution learned within the filler material (foamed cement) in the Bending Strength of. Provide the basis for future optimization design of this metal frame architecture floor.

袁泉、吕东鑫、霍学朝、杨逸、聂屿

建筑结构建筑材料工业建筑基础科学

轻钢复合楼面板静力试验竖向承载力发泡水泥

Strut composite floor panelStatic testVertical Bearing CapacityFoam cement

袁泉,吕东鑫,霍学朝,杨逸,聂屿.新型节能轻钢复合楼板荷载试验研究[EB/OL].(2016-05-04)[2025-08-18].http://www.paper.edu.cn/releasepaper/content/201605-72.点此复制

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