装配式密肋复合墙板吊装与施工验算  

Hoisting of Assembled Multi-ribbed Composite Wall Structure and Construction Check

作　　者：刘磊[1] 陈国新[1] 苏枋[1] 

机构地区：[1]新疆农业大学水利与土木工程学院,乌鲁木齐830052

出　　处：《混凝土与水泥制品》2015年第8期76-79,共4页China Concrete and Cement Products

基　　金：国家"十二五"科技支撑计划课题(2013BAJ12B05);国家自然科学基金项目(11242007);新疆维吾尔自治区优秀青年科技创新人才培养项目(2014721012);中国科学院"西部之光"人才培养计划项目(RCPY201208)

摘　　要：结合相关施工规范要求和复合墙板的构造特点,对墙板吊装方式、吊装施工进行研究,并通过工程算例校核复合墙板吊装的安全性。结果表明,密肋复合墙板、女儿墙、叠合板在脱模起吊、运输起吊时宜采用四点平吊,安装起吊时宜采用两点直吊;吊点宜对称布置在肋梁与肋柱交汇处。Combination with related construction specifications and structure features of composite wall, the wallboard lifting method, checking computation of lifting construction are studied and the safety of the composite wallboard hoisting for engineering calculation is passed. The results show that multi-ribbed composite wall, parapet and laminated board are used a four-point level lifting in stripping lifting and transportation lifting, while the multi-ribbed composite wall, parapet and laminated board are used two straight in installing lifting cranes; lifting points should be arranged symmetrically in the ribs and rib beams column interchange.

关 键 词：密肋复合墙结构 装配式 密肋复合墙板 吊装方式 施工验算 

分 类 号：TU74[建筑科学—建筑技术科学]