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新型陶粒发泡混凝土锚固剪切性能试验研究
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Abstract:
本文对一种新型轻质混凝土的材料性能及锚固剪切性能进行了研究，针对该种材料提出并设计了相应配套的连接措施。研究以套筒数量、套筒位置、锚固试件厚度为变量，通过试制的8个锚固剪切试件开展试验，分析以上连接因素对混凝土剪切性能的影响，并进行了锚固剪切承载力分析，为后续该种轻质混凝土及连接方法的设计及推广应用提供了理论依据。
This paper investigates the material properties and anchorage shearing performance of a novel lightweight concrete, proposing corresponding design measures for its application. The study explores variables such as the number and position of sleeves and the thickness of anchor specimens. Eight anchorage shearing specimens were fabricated for experimental testing, and the influence of the aforementioned connection factors on the shearing performance of concrete was analyzed. Additionally, a thorough analysis of the anchorage shearing bearing capacity was conducted. The findings serve as a theoretical foundation for the subsequent design and widespread application of this type of lightweight concrete and its connection methods.
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