1.辽宁工程技术大学 土木工程学院，辽宁 阜新 123000;2.辽宁工程技术大学 辽宁省煤矸石资源化利用及节能建材重点实验室，辽宁 阜新 123000
周 梅（1964—），女，广东潮阳人，辽宁工程技术大学教授级高级工程师，博士生导师，硕士.E-mail：Zhoumei1108@126.vom
TU375.2
国家自然科学基金资助项目（U1261122）；辽宁省教育厅科学技术项目（LJ2019FL006）；辽宁工程技术大学学科创新团队资助项目（LNTU20TD-12）
1.College of Civil Engineering， Liaoning Technical University， Fuxin 123000， China;2.Liaoning Key Laboratory of Coal Gangue Resource Utilization and Energy Saving Building Materials， Liaoning Technical University， Fuxin 123000， China
The National Natural Science Foundation of China (General Program, Key Program, Major Research Plan)
以混凝土组合形式及预制底板自燃煤矸石砂轻混凝土（SSC）的强度等级为变量，制作了5块SSC单向叠合板，通过静力加载试验，对其变形特征、破坏形态和裂缝开展情况进行了分析.结果表明：5块单向叠合板表现出相似的变形特征；分形维数分析表明，适当提高预制底板SSC的强度等级，保证了叠合面不出现滑移；合理设计的半普通混凝土-半SSC和全SSC单向叠合板，均具有良好的整体性和较高的极限荷载，能够作为楼板使用.
Using the concrete combination form and the spontaneous combustion gangue sand light concrete （SSC） strength grade of the precast bottom plate as variables， five SSC unidirectional laminated plates were prepared. Through static loading tests， the deformation characteristics， failure modes and crack development were determined. The results show that the five unidirectional laminated plates show similar deformation characteristics. The analysis of fractal dimension shows that the strength grade of SSC with precast buttom plate is appropriately increased to ensure that the slip of superimposed surface does not appear. Reasonably designed unidirectional laminated plate prepared by half-ordinary concrete and half-SSC and all SSC both have good integrity and high ultimate load， and can be used as floor plates.
周梅,张院强,杨尚谕,张渤群,张凯.自燃煤矸石砂轻混凝土单向叠合板的受弯性能[J].建筑材料学报,2021,24(5):1066-1072
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