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混凝土厚板和转换梁静态破碎试验
引用本文:姜智盛,郑文忠,侯晓萌,李瑞森,郭常顺.混凝土厚板和转换梁静态破碎试验[J].哈尔滨工业大学学报,2021,53(10):12-22.
作者姓名:姜智盛  郑文忠  侯晓萌  李瑞森  郭常顺
作者单位:结构工程灾变与控制教育部重点实验室(哈尔滨工业大学),哈尔滨150090;土木工程智能防灾减灾工业和信息化部重点实验室(哈尔滨工业大学),哈尔滨150090
基金项目:国家重点研发计划(2017YFC0806100)
摘    要:混凝土厚板和转换梁是建筑结构中的重要水平构件.为探究如何绿色、高效地完成二者的拆除,本文开展了3个混凝土厚板试件和7个混凝土转换梁试件的静态破碎试验,并在破碎前切断或剔除配筋.试验结果表明:垂直于厚板顶面钻孔进行混凝土厚板破碎时,试件内的水平纵筋影响静态破碎过程中的开裂程度,沿孔连线及其延长线切断或剔除厚板上部纵筋可提...

关 键 词:静态破碎  混凝土厚板  混凝土转换梁  切断配筋  剔除配筋  开裂程度  破碎效果
收稿时间:2020/11/29 0:00:00

Static crushing experiment of thick concrete slab and concrete transfer beam
JIANG Zhisheng,ZHENG Wenzhong,HOU Xiaomeng,LI Ruisen,GUO Changshun.Static crushing experiment of thick concrete slab and concrete transfer beam[J].Journal of Harbin Institute of Technology,2021,53(10):12-22.
Authors:JIANG Zhisheng  ZHENG Wenzhong  HOU Xiaomeng  LI Ruisen  GUO Changshun
Affiliation:Key Lab of Structures Dynamic Behavior and Control Harbin Institute of Technology, Ministry of Education, Harbin 150090, China;Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters Harbin Institute of Technology, Ministry of Industry and Information Technology, Harbin 150090, China
Abstract:Thick concrete slab and concrete transfer beam are important horizontal components in building structures. To explore how to complete the demolition of the two components environmental-friendly and efficiently, static crushing experiments of three thick concrete slab specimens and seven concrete transfer beam specimens were carried out, and reinforcements were cut or removed before crushing. Experimental results showed that when the thick concrete slabs were broken by drilling holes perpendicular to the top surface of the slab, the cracking degree was affected by the horizontal longitudinal reinforcements of the specimens in the static crushing process; the crushing effect could be improved by cutting off along the hole connecting line and its extension line or removing the upper longitudinal reinforcements; the size of the short side of the blocks after crushing was hole spacing or hole edge distance. When the concrete transfer beams were broken by drilling holes inclined downward at the side surface of the beam, the cracking degree was affected by the stirrups and longitudinal reinforcements of the specimens in the static crushing process; the crushing effect could be improved by cutting off the stirrups or longitudinal reinforcements along the orifice connecting line and extension line, and cutting off the stirrups or longitudinal reinforcements along the connecting line and extension line of the intersection of the borehole extension line on the other side surface; the size of the short side of the blocks after crushing was hole spacing or hole row spacing. When the concrete transfer beams were broken by drilling holes perpendicular to the top surface of the beam, after the stirrups at the top of the beam were cut off along the hole connecting line and its extension line, the cracking degree was affected by the tie reinforcements of the specimens in the static crushing process, which could continue to reduce the hole spacing to improve the crushing effect.
Keywords:static crushing  thick concrete slab  concrete transfer beam  cut reinforcements  remove reinforcements  cracking degree  crushing effect
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