首页|玄武岩纤维夯土墙体抗震性能试验研究

玄武岩纤维夯土墙体抗震性能试验研究

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夯土墙民居具有取材方便、造价低廉、冬暖夏凉、环保再生等特点,但材料的特性导致其耐久性和抗震能力较差.为提升夯土墙的抗震性能,设计了采用不同玄武岩纤维比例与长度的 5 片夯土墙体,并进行了拟静力试验,研究其在水平力与竖向荷载共同作用下的破坏方式、破坏过程、破坏机理以及滞回曲线、骨架曲线、延性与耗能等方面的表现.结果表明:相比于素土墙体,添加了玄武岩纤维的夯土墙体开裂时间更晚,开裂荷载更大,最大相差 28.56%;其极限承载力提高了3.34%~16.05%,极限位移则提高了 9.34%~51.32%;玄武岩纤维可以有效地提高夯土墙的耐久性和抗震能力.
Experimental study on seismic performance of rammed earth walls reinforced with basalt fibers
The rammed earth wall dwelling is characterized by its convenience in material sourcing,low cost,thermal regulation and eco-friendliness.However,the unique properties of the materials result in poor durability and seismic resistance.In order to enhance the seismic performance of rammed earth walls,five rammed earth wall samples with varying ratios and lengths of basalt fibers were designed and subjected to quasi-static tests to investigate their failure modes,failure processes,failure mechanisms,hysteresis curves,skeleton curves,ductility and energy dissipation under the combined action of horizontal force and vertical load.The results showed that compared to the plain rammed earth wall,the addition of basalt fibers delayed the time to cracking and increased the cracking load with a maximum difference of 28.56%.The ultimate bearing capacity increased by 3.34%-16.05%and the ultimate displacement increased by 9.34%-51.32%.The results suggest that basalt fibers can effectively improve the durability and seismic resistance of rammed earth walls.

rammed earth structurerammed earth wallbasalt fiberquasi-static testseismic performance

李振南、白羽、杨林

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昆明理工大学建筑工程学院,云南 昆明 650500

云南省工程抗震研究所,云南 昆明 650500

夯土结构 夯土墙体 玄武岩纤维 拟静力试验 抗震性能

2024

四川建筑科学研究
四川省建筑科学研究院

四川建筑科学研究

影响因子:0.422
ISSN:1008-1933
年,卷(期):2024.50(2)
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