本規(guī)程的主要技術(shù)內(nèi)容是:1.總則;2.術(shù)語和符號(hào);3.材料;4.基本規(guī)定;5.結(jié)構(gòu)分析方法;6.結(jié)構(gòu)構(gòu)件計(jì)算;7.構(gòu)造規(guī)定;8.施工及驗(yàn)收。

1 總則······11

2 術(shù)語和符號(hào)······12

2.1 術(shù)語······12

2.2 符號(hào)······14

3 材料······17

3.1 混凝土······17

3.2 普通鋼筋······17

3.3 預(yù)應(yīng)力筋及錨固系統(tǒng)······17

3.4 填充體······17

4 基本規(guī)定······21

4.1 結(jié)構(gòu)布置原則······21

4.2 截面特性計(jì)算······21

5 結(jié)構(gòu)分析方法······24

5.1 一般規(guī)定······24

5.2 擬板法······25

5.3 擬梁法······27

5.4 經(jīng)驗(yàn)系數(shù)法······28

5.5 等代框架法······33

6 結(jié)構(gòu)構(gòu)件計(jì)算······37

6.1 一般規(guī)定······37

6.2 設(shè)計(jì)計(jì)算原則······37

6.3 承載力極限狀態(tài)計(jì)算······38

6.4 正常使用極限狀態(tài)驗(yàn)算······40

7 構(gòu)造規(guī)定······42

7.1 一般規(guī)定······42

7.2 柔性支承樓蓋······46

7.3 柱支承樓蓋······47

8 施工及驗(yàn)收······49

8.1 施工要點(diǎn)······49

8.2 材料進(jìn)場(chǎng)驗(yàn)收······51

8.3 工程施工質(zhì)量驗(yàn)收······52

附錄A 填充體檢驗(yàn)方法······54

附錄B 空心樓板自重、折實(shí)厚度、體積空心率計(jì)算······57

附錄C 正交各向異性板的等效各向同性板法······58

附錄D 施工流程······60

附錄E 填充體質(zhì)量驗(yàn)收記錄表······61

本規(guī)程用詞說明······65

引用標(biāo)準(zhǔn)名錄······66

附:條文說明······67

1 總則······71

2 術(shù)語和符號(hào)······72

2.l 術(shù)語······72

2.2 符號(hào)······73

3 材料······74

3.1 混凝土······74

3.2 普通鋼筋······74

3.3 預(yù)應(yīng)力筋及錨固系統(tǒng)······74

3.4 填充體······74

4 基本規(guī)定······76

4.1 結(jié)構(gòu)布置原則······76

4.2 截面特性計(jì)算······76

5 結(jié)構(gòu)分析方法······79

5.1 一般規(guī)定······79

5.2 擬板法······79

5.3 擬梁法······80

5.4 經(jīng)驗(yàn)系數(shù)法······80

5.5 等代框架法······83

6 結(jié)構(gòu)構(gòu)件計(jì)算······85

6.1 一般規(guī)定······85

6.2 設(shè)計(jì)計(jì)算原則······85

6.3 承載力極限狀態(tài)計(jì)算······85

6.4 正常使用極限狀態(tài)驗(yàn)算······87

7 構(gòu)造規(guī)定······88

7.l 一般規(guī)定······88

7.2 柔性支承樓蓋······89

7.3 柱支承樓蓋······89

8 施工及驗(yàn)收······91

8.1 施工要點(diǎn)······91

8.2 材料進(jìn)場(chǎng)驗(yàn)收······95

8.3 工程施工質(zhì)量驗(yàn)收······97

附錄A 填充體檢驗(yàn)方法······99

附錄B 空心樓板自重、折實(shí)厚度、體積空心率計(jì)算······101

附錄C 正交各向異性板的等效各向同性板法······102

附錄D施工流程······103

附錄E 填充體質(zhì)量驗(yàn)收記錄表······105