JGJ224-2010······1

1 總則······10

2 術語和符號······11

2.1 術語······11

2.2 符號······11

3 基本規定······13

3.1 適用高度和抗震等級······13

3.2 材料······14

3.3 構件······15

3.4 作用效應組合······15

4 結構設計與施工驗算······20

4.1 結構分折······20

4.2 構件設計······20

4.3 施工驗算······21

5 構造要求······22

5.1 一般規定······22

5.2 連接構造······22

6 構件生產······30

6.1 —般規定······30

6.2 模板、臺座······30

6.3 鋼筋加工、安裝······30

6.4 預應力筋制作與張拉······31

6.5 混凝土······32

6.6 堆放與運輸······32

7 施工及驗收······34

7.1現場堆放······34

7.2 柱就位前基礎處理······34

7.3 柱吊裝就位······34

7.4 預制梁吊裝就位······35

7.5 板吊裝就位······36

7.6 安全措施······36

7.7 質量驗收······36

本規程用詞說明······39

引用標準名錄······40

附:條文說明······42

1 總則······44

3 基本規定······45

3.1 適用高度和抗震等級······45

3.2 材料······45

3.3 構件······46

3.4 作用效應組合······46

4 結構設計與施工驗算······48

4.1 結構分析······48

4.3 施工驗算······48

5 構造要求······49

5.1 一般規定······49

5.2 連接構造······49

6 構件生產······51

6.1 一般規定······51

6.4 預應力筋制作與張拉······52

6.5 混凝土······52

7 施工及驗收······53

7.1 現場推放······53

7.2 柱就位前基礎處理······53

7.3 柱吊裝就位······53

7.4 預制梁吊裝就位······53

7.5 板吊裝就位······53

7.7 質量驗收······53