JGJT380-2015······1

1 總則······12

2 術語和符號······13

2.1 術語······13

2.2 符號······14

3 基本規(guī)定······19

3.1 一般規(guī)定······19

3.2 材料······21

3.3 設計指標······22

3.4 變形限值······27

4 非加勁鋼板剪力墻······28

4.1 一般規(guī)定······28

4.2 四邊連接鋼板剪力墻······28

4.3 兩邊連接鋼板剪力墻······30

4.4 構造要求······31

5 加勁鋼板剪力墻······33

5.1 一般規(guī)定······33

5.2 焊接加勁鋼板剪力墻······36

5.3 栓接加勁鋼板剪力墻······38

5.4 構造要求······39

6 防屈曲鋼板剪力墻······41

6,1 一般規(guī)定······41

6.2 承載力計算······41

6.3 構造要求······42

7 鋼板組合剪力墻······45

7.1 一般規(guī)定······45

7.2 承載力計算······47

7.3 構造要求······50

8 開縫鋼板剪力墻······52

8.1 一般規(guī)定······52

8.2 承載力與剛度計算······52

8.3 構造要求······54

9 節(jié)點設計與連接構造······57

9.1 一般規(guī)定······57

9.2 鋼板剪力墻與邊緣構件螺栓連接······57

9.3 鋼板剪力墻與邊緣構件焊接連接······58

9.4 構造要求······59

10 防火與防腐······61

10.1 防火······61

10.2 防腐······61

11 制作與安裝······63

11.1 一般規(guī)定······63

11.2 制作······63

11.3 安裝······64

12 質量驗收······66

12.1 一般規(guī)定······66

12.2 主控項目······66

12,3 一般項目······67

附錄A 非加勁鋼板剪力墻簡化分析模型······70

附錄B 鋼板剪力墻邊緣柱的變軸力等效系數(shù)ηe······74

附錄C 設置加勁鋼板剪力墻的彈性剪切屈曲臨界應力······76

附錄D 防屈曲鋼板剪力墻簡化分析模型······80

附錄E 驗收表格······83

本規(guī)程用詞說明······86

引用標準名錄······87

附:條文說明······90

1 總則······93

3 基本規(guī)定······94

3.l 一般規(guī)定······94

3.2 材料······94

3.3 設計指標······94

3.4 變形限值······95

4 非加勁鋼板剪力墻······96

4.1 一般規(guī)定······96

4.2 四邊連接鋼板剪力墻······97

4.3 兩邊連接鋼板剪力墻······99

4.4 構造要求······100

5 加勁鋼板剪力墻······102

5.l 一般規(guī)定······102

5.2 焊接加勁鋼板剪力墻······102

5.3 拴接加勁鋼板剪力墻······102

5,4 構造要求······103

6 防屈曲鋼板剪力墻······104

6,1 一般規(guī)定······104

6.2 承載力計算······104

6.3 構造要求······104

7 鋼板組合剪力墻······107

7.1 —般規(guī)定······107

7.2 承載力汁算······108

7.3 構造要求······109

8 開縫鋼板剪力墻······110

8.1 一般規(guī)定······110

8.2 承載力與剛度計算······111

8.3 構造要求······111

9 節(jié)點設計與連接構造······113

9.1 一般規(guī)定······113

9.2 鋼板剪力墻與邊緣構件螺栓連接······113

9.4 構造要求······113

10 防火與防腐······114

10.1 防火······114

10.2 防腐······114

11 制作與安裝······116

11.1 一般規(guī)定······116

11.2 制作······116

11.3 安裝······117

12 質量驗收······119

12.2 主控項目······119

12.3 一般項目······119