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异形柱结构梁柱节点施工难点及处理措施
引用本文:赵文偲,潘文.异形柱结构梁柱节点施工难点及处理措施[J].山西建筑,2008,34(32).
作者姓名:赵文偲  潘文
作者单位:昆明理工大学建筑工程学院,云南,昆明,650224
摘    要:结合现行相关规范和实践经验,对异形柱结构梁柱节点施工时,混凝土密实度难以保证,柱与梁混凝土强度等级不同,梁柱节点箍筋难以绑扎,节点区混凝土保护层厚度等问题做出了分析,并提出了解决方法.

关 键 词:异形柱  节点  施工  解决办法

The construction difficulty and handle measure of specially shaped columns joints.
ZHAO Wen-cai,PAN Wen.The construction difficulty and handle measure of specially shaped columns joints.[J].Shanxi Architecture,2008,34(32).
Authors:ZHAO Wen-cai  PAN Wen
Affiliation:ZHAO Wen-cai PAN Wen
Abstract:Combining with present correlated standard and practical experience.Analysed the follow questions and put forward the solving method,when specially shaped columns joints constructing,the density control of concrete is hard to assurance,the intensity of column's concrete and beam's concrete is different,the hoop reinforcement in the joints is hard to assembling and the thickness of covering layer in the joints.
Keywords:specially shaped column  joint  construct  solving method
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