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Properties of High-Strength Concrete Small-Sized Hollow Block Masonry
Author(s): 
Pages: 596-598
Year: Issue:  6
Journal: JOURNAL OF NORTHEASTERN UNIVERSITY(NATURAL SCIENCE)

Keyword:  高强混凝土空心砌块砌体抗压强度弹性模量砌块强度砂浆强度受压性能;
Abstract: 对84个高强混凝土空心砌块砌体的受压性能进行了试验研究发现采用砌块强度≥MU15,砂浆强度≥M10的砌体试件进行受压试验,利用砌体结构设计规范中的相关公式计算高强混凝土砌块砌体的抗压强度偏高,弹性模量偏小,不安全说明规范公式已不适用于高强混凝土砌块砌体力学指标的计算为此提出了计算高强混凝土砌块砌体力学性能指标的建议公式,经试验验证,计算值与试验结果符合得较好,且偏于安全.
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