DBJ43T 311-2015 装配式斜支撑节点钢框架结构技术规程.pdf

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 ·1 · 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 ·2 · 主要起 草人员：张 跃 张爱林 谭永强 刘学春 舒兴平 杨建军 刘冬柏 张友亮 江山红 壮真才 周一平 周湘江 朱智俊 梅智钧 梁翠柳 主要审 查人员：沈蒲生 陈禄如 陈 浩 王明贵 刘玉辉 陈宝武 朱晓鸣 周 岚 任卫红 ·1 · 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 ·2 · 6 节点设 计及构造 ······························································ 27 6.1一 般规定 ·································································· 27 6.2桁 架梁与柱连接节点 ··················································· 27 6.3柱 法兰连接节点 ························································· 30 6.4斜 支撑连接节点 ·······