JGJ 138-2016 组合结构设计规范.pdf

目次
1 总则-
2 术语和符号…·……………………………………………….. 2
2.1 术语........…...................................................…. 2
2. 2 符号..............….........................…........….......... 3
3 材料…·……………………………………………………….. 7
3.1 钢材.......................…..................…................... 7
3.2 钢筋......................................….".......….......... 14
3.3 t昆凝土 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 14
4 结构设计基本规定..............…...............…................ 17
4.1 一般规定 ..................................................……. 17
4.2 结构体系及结构构件类型 …........….........….........…. 17
4.3 设计计算原则..................................................…. 19
4.4 一般构造 ..................................................…·… 26
5 型钢混凝土框架梁和转换梁….................................... 28
5.1 一般规定 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 28
5.2 承载力计算…...............................................……. 29
5.3 裂缝宽度验算…........…..................…................... 35
5.4 挠度验算 ..........................…........................…. 36
5.5 构造措施 …...................................…................ 37
6 型钢混凝土框架柱和转换柱........…..…..................….. 42
6.1 一般规定 …..................................................…. 42
6. 2 承载力计算….......................….........……….......... 43
6.3 裂缝宽度验算.........................................….......... 58
6.4 构造措施 ...................................…·…............... 59
6.5 柱脚设计及构造.......................…..................……. 62
6. 6 梁柱节点计算及构造........….........……·…............... 69
7 矩形钢管混凝土框架柱和转换柱….............................. 80
7.1 一般规定 ...................................…................... 80
7.2 承载力计算.......................……........…................. 81
7. 3 构造措施 …........……....................................…. 88
7. 4 柱脚设计及构造………..............…......................... 89
7. 5 梁柱节点计算及构造…........…...........................…. 94
8 圆形钢管混凝土框架柱和转换柱.........….................. 101
8. 1 一般规定.......................…........................……. 101
8. 2 承载力计算........…........................................... 101
8.3 构造措施........…........…................…….........…. 107
8. 4 柱脚设计及构造 .................….........…·…........…. 107
8.5 梁柱节点形式及构造............................................. 113
9 型钢混凝土剪力墙...........................................….. 119
9.1 承载力计算.................……........................……. 119
9.2 构造措施........….................................….......... 129
10 钢板混凝土剪力墙................…............................. 134
10. 1 承载力计算….................…........................……. 134
10.2 构造措施 .......................….........……·…......... 141
11 带钢斜撑混凝土剪力墙.......................................... 143
11. 1 承载力计算................................…................... 143
11. 2 构造措施 .......................…............................ 146
12 钢与混凝土组合梁...............….............................. 148
12.1 一般规定 ........….......................................…. 148
12.2 承载力计算.......…........................................…. 149
12.3 挠度计算及负弯矩区裂缝宽度计算........................... 158
12.4 构造措施 ................................….........……·… 161
13 组合楼板…………………………………………………… 164
13.1 一般规定 ........…...............…..................……. 164
13.2 承载力计算…...................................…….......... 165
13.3 正常使用极限状态验算 .................……................ 169
13.4 构造措施 .......................…............................ 172
7
13.5 施工阶段验算及规定........…...........................…. 174
14 连接构造…………………………………………………… 176
14.1 型钢、混凝土柱的连接构造 ..............…................... 176
14.2 矩形铜管混凝土柱的连接构造…................….......…. 179
14.3 圆形钢管棍凝土柱的连接构造......…........................ 182
14.4 梁与梁连接构造........…..................................... 184
14.5 梁与墙连接构造..........................…................... 184
14.6 斜撑与梁、柱连接构造 ........…........................…. 185
14.7 抗剪连接件构造...................................….......... 186
14.8 钢筋与钢构件连接构造 ........…............................ 187
附录 A 常用压型钢板组合楼板的剪切粘结系数及
标准试验方法 .............…............................. 189
附录 B 组合楼盖舒适度验算………............…............... 196
本规范用词说明...............…..............…...................... 200
引用标准名录......... .•...•.•...........................….........…. 201
附:条文说明.............................................….........… 203