湖南省住房和城乡建设厅文件 湘建科〔2015〕53号 湖南省住房和城乡建设厅关于发布湖南省 工程建设推荐性地方标准《装配式斜 支撑节点钢框架结构技术 规程》的通知 各市州住房和城乡建设局(建委、规划建设局)，各有关单位： 由远大可建科技有限公司、北京工业大学主编的《装配式斜支撑 节点钢框架结构技术规程》已由我厅组织专家审定通过。现批准为湖 南省工程建设推荐性地方标准，编号为DBJ43／T311—2015，自2015 年8月1日起在全省范围内执行。 该标准由湖南省住房和城乡建设厅负责管理，由主编单位远大可 建科技有限公司、北京工业大学负责标准具体技术内容的解释。 湖南省住房和城乡建设厅 2015年5月 6日   前 言 根据《关于印发湖南省住房和城乡建设厅2012年科学技术项目计 划的通知》（湘建科函〔2012〕409号）的要求，规程编制组经广泛调 查研究，认真总结实践经验，参考有关国际标准、国外先进标准和国 内有关标准，并在广泛征求意见的基础上，制定本规程。 本规程的主要技术内容是：1.总则；2.术语及符号；3.基本规 定；4.材料；5.结构设计；6.节点设计及构造；7.构件制作与运输； 8.安装与施工；9.防腐与防火；10.工程验收。 本规程由湖南省住房和城乡建设厅负责管理，由主编单位负责具 体内容的解释。规程执行过程中如有意见或建议，请寄送主编单位远 大可建科技有限公司（地址：湖南省岳阳市湘阴县可建城认证政策部， 邮编：410600）。 本规程主编单位：远大可建科技有限公司 北京工业大学 本规程参编单位：湖南大学 中南大学 湖南省建筑设计院 中机国际工程设计研究院有限责任公司 中国轻工业长沙工程有限公司 湖南省第六工程有限公司 湖南省建筑材料研究设计院有限公司 ·1·  主要起草人员：张 跃 张爱林 杨建军 壮真才 梅智钧 陈禄如 陈宝武 谭永强 刘冬柏 周一平 梁翠柳 刘学春 张友亮 周湘江 舒兴平 江山红 朱智俊 主要审查人员：沈蒲生 刘玉辉 陈 浩 王明贵 朱晓鸣 周 岚 任卫红 ·2·  目 录 1总则············································································1 2术语及符号······································································2 2.1术语·······································································2 2.2符号·······································································3 3基本规定·········································································5 3.1结构体系的一般规定·····················································5 3.2结构布置····································································6 3.3位移限值和舒适度要求················································· 8 3.4抗震等级··································································10 4材料···········································································12 4.1结构材料··································································12 4.2连接材料··································································12 4.3防护材料··································································14 4.4其他材料··································································14 5结构设计········································································16 5.1设计原则··································································16 5.2结构分析··································································17 5.3柱子承载能力极限状态验算··········································18 5.4主板桁架梁承载能力极限状态验算·································20 5.5斜支撑承载能力极限状态验算·······································24 5.6压型钢板混凝土楼板···················································24 5.7构造措施··································································25 ·1·