JGJ224-2010······1

1 總則······10

2 術(shù)語和符號······11

2.1 術(shù)語······11

2.2 符號······11

3 基本規(guī)定······13

3.1 適用高度和抗震等級······13

3.2 材料······14

3.3 構(gòu)件······15

3.4 作用效應(yīng)組合······15

4 結(jié)構(gòu)設(shè)計(jì)與施工驗(yàn)算······20

4.1 結(jié)構(gòu)分折······20

4.2 構(gòu)件設(shè)計(jì)······20

4.3 施工驗(yàn)算······21

5 構(gòu)造要求······22

5.1 一般規(guī)定······22

5.2 連接構(gòu)造······22

6 構(gòu)件生產(chǎn)······30

6.1 —般規(guī)定······30

6.2 模板、臺座······30

6.3 鋼筋加工、安裝······30

6.4 預(yù)應(yīng)力筋制作與張拉······31

6.5 混凝土······32

6.6 堆放與運(yùn)輸······32

7 施工及驗(yàn)收······34

7.1現(xiàn)場堆放······34

7.2 柱就位前基礎(chǔ)處理······34

7.3 柱吊裝就位······34

7.4 預(yù)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(zhì)量驗(yàn)收······36

本規(guī)程用詞說明······39

引用標(biāo)準(zhǔn)名錄······40

附:條文說明······42

1 總則······44

3 基本規(guī)定······45

3.1 適用高度和抗震等級······45

3.2 材料······45

3.3 構(gòu)件······46

3.4 作用效應(yīng)組合······46

4 結(jié)構(gòu)設(shè)計(jì)與施工驗(yàn)算······48

4.1 結(jié)構(gòu)分析······48

4.3 施工驗(yàn)算······48

5 構(gòu)造要求······49

5.1 一般規(guī)定······49

5.2 連接構(gòu)造······49

6 構(gòu)件生產(chǎn)······51

6.1 一般規(guī)定······51

6.4 預(yù)應(yīng)力筋制作與張拉······52

6.5 混凝土······52

7 施工及驗(yàn)收······53

7.1 現(xiàn)場推放······53

7.2 柱就位前基礎(chǔ)處理······53

7.3 柱吊裝就位······53

7.4 預(yù)制梁吊裝就位······53

7.5 板吊裝就位······53

7.7 質(zhì)量驗(yàn)收······53