JGJ/T380-2015：钢板剪力墙技术规程

JGJT380-2015······1

1 总则······12

2 术语和符号······13

2.1 术语······13

2.2 符号······14

3 基本规定······19

3.1 一般规定······19

3.2 材料······21

3.3 设计指标······22

3.4 变形限值······27

4 非加劲钢板剪力墙······28

4.1 一般规定······28

4.2 四边连接钢板剪力墙······28

4.3 两边连接钢板剪力墙······30

4.4 构造要求······31

5 加劲钢板剪力墙······33

5.1 一般规定······33

5.2 焊接加劲钢板剪力墙······36

5.3 栓接加劲钢板剪力墙······38

5.4 构造要求······39

6 防屈曲钢板剪力墙······41

6,1 一般规定······41

6.2 承载力计算······41

6.3 构造要求······42

7 钢板组合剪力墙······45

7.1 一般规定······45

7.2 承载力计算······47

7.3 构造要求······50

8 开缝钢板剪力墙······52

8.1 一般规定······52

8.2 承载力与刚度计算······52

8.3 构造要求······54

9 节点设计与连接构造······57

9.1 一般规定······57

9.2 钢板剪力墙与边缘构件螺栓连接······57

9.3 钢板剪力墙与边缘构件焊接连接······58

9.4 构造要求······59

10 防火与防腐······61

10.1 防火······61

10.2 防腐······61

11 制作与安装······63

11.1 一般规定······63

11.2 制作······63

11.3 安装······64

12 质量验收······66

12.1 一般规定······66

12.2 主控项目······66

12,3 一般项目······67

附录A 非加劲钢板剪力墙简化分析模型······70

附录B 钢板剪力墙边缘柱的变轴力等效系数ηe······74

附录C 设置加劲钢板剪力墙的弹性剪切屈曲临界应力······76

附录D 防屈曲钢板剪力墙简化分析模型······80

附录E 验收表格······83

本规程用词说明······86

引用标准名录······87

附:条文说明······90

1 总则······93

3 基本规定······94

3.l 一般规定······94

3.2 材料······94

3.3 设计指标······94

3.4 变形限值······95

4 非加劲钢板剪力墙······96

4.1 一般规定······96

4.2 四边连接钢板剪力墙······97

4.3 两边连接钢板剪力墙······99

4.4 构造要求······100

5 加劲钢板剪力墙······102

5.l 一般规定······102

5.2 焊接加劲钢板剪力墙······102

5.3 拴接加劲钢板剪力墙······102

5,4 构造要求······103

6 防屈曲钢板剪力墙······104

6,1 一般规定······104

6.2 承载力计算······104

6.3 构造要求······104

7 钢板组合剪力墙······107

7.1 —般规定······107

7.2 承载力汁算······108

7.3 构造要求······109

8 开缝钢板剪力墙······110

8.1 一般规定······110

8.2 承载力与刚度计算······111

8.3 构造要求······111

9 节点设计与连接构造······113

9.1 一般规定······113

9.2 钢板剪力墙与边缘构件螺栓连接······113

9.4 构造要求······113

10 防火与防腐······114

10.1 防火······114

10.2 防腐······114

11 制作与安装······116

11.1 一般规定······116

11.2 制作······116

11.3 安装······117

12 质量验收······119

12.2 主控项目······119

12.3 一般项目······119