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关于钢筋混凝土框架结构施工中的若干问题
引用本文:张功新,莫海鸿,曾庆军.关于钢筋混凝土框架结构施工中的若干问题[J].建筑技术,2005,36(1):61-63.
作者姓名:张功新  莫海鸿  曾庆军
作者单位:1. 华南理工大学土木系,510641;广东交通职业技术学院土木系,510650
2. 华南理工大学土木系,510641
摘    要:在钢筋混凝土框架结构施工中,可采用整体骨架的方法保证柱节点箍筋的间距与数量;采用设置垂直交界面的方法解决混凝土强度等级不同的问题;框架梁交叉时应以一向为主,并在保护层厚度偏大的另一向梁端加铺一层钢丝网;根据规范的机械锚固作法解决屋面框架边柱节点钢筋锚固问题。

关 键 词:钢筋混凝土  框架结构  节点  保护层  锚固
文章编号:1000-4726(2005)01-0061-03

SOME ISSUES ON CONSTRUCTION OF REINFORCED CONCRETE FRAME STRUCTURE
ZHANG Gongxin,Mo Haihong,Zeng Qingjun.SOME ISSUES ON CONSTRUCTION OF REINFORCED CONCRETE FRAME STRUCTURE[J].Architecture Technology,2005,36(1):61-63.
Authors:ZHANG Gongxin  Mo Haihong  Zeng Qingjun
Affiliation:ZHANG Gongxin MO Haihong ZENG Qingjun
Abstract:In the construction of reinforced concrete frame structure, integral skeleton method may be adopted to ensure the spacing and quantity of node hoops, vertical intersection arranged to resolve the problem of concrete strength differences. For the underpitch frame beams, one direction should be set as the principal while in another direction, steel mesh should be placed at the end where protection layer is thicker. The node steel bar of the corner column of the roofing frame should be anchored in accordance with the mechanical anchoring method of the code.
Keywords:reinforced concrete  frame structure  node  protection layer  anchoring
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