行業(yè)標(biāo)準(zhǔn)
本規(guī)范的主要技術(shù)內(nèi)容是:1.總則;2.術(shù)語和符號;3.材料;4.結(jié)構(gòu)設(shè)計(jì)基本規(guī)定;5.型鋼混凝土框架梁和轉(zhuǎn)換梁;6.型鋼混凝土框架柱和轉(zhuǎn)換柱;7.矩形鋼管混凝土框架柱和轉(zhuǎn)換柱;8.圓形鋼管混凝土框架柱和轉(zhuǎn)換柱;9.型鋼混凝土剪力墻;10.鋼板混凝土剪力墻;11.帶鋼斜撐混凝土剪力墻;12.鋼與混凝土組合梁;13.組合樓板;14.連接構(gòu)造。
JGJ138-2016······1
1 總則······13
2 術(shù)語和符號······14
2.1 術(shù)語······14
2.2 符號······15
3 材料······19
3.1 鋼材······19
3.2 鋼筋······26
3.3 混凝土······26
4 結(jié)構(gòu)設(shè)計(jì)基本規(guī)定······29
4.1 一般規(guī)定······29
4.2 結(jié)構(gòu)體系及結(jié)構(gòu)構(gòu)件類型······29
4.3 設(shè)計(jì)計(jì)算原則······31
4.4 一般構(gòu)造······38
5 型鋼混凝土框架梁和轉(zhuǎn)換梁······40
5.1 一般規(guī)定······40
5.2 承載力計(jì)算······41
5.3 裂縫寬度驗(yàn)算······47
5.4 撓度驗(yàn)算······48
5.5 構(gòu)造措施······49
6 型鋼棍凝土框架柱和轉(zhuǎn)換柱······54
6.1 一般規(guī)定······54
6.2 承載力計(jì)算······55
6.3 裂縫寬度驗(yàn)算······70
6.4 構(gòu)造措施······71
6.5 柱腳設(shè)計(jì)及構(gòu)造······74
6.6 梁柱節(jié)點(diǎn)計(jì)算及構(gòu)造······81
7 矩形鋼管混凝土框架柱和轉(zhuǎn)換柱······92
7.1 一般規(guī)定······92
7.2 承載力計(jì)算······93
7.3 構(gòu)造措施······100
7.4 柱腳設(shè)計(jì)及構(gòu)造······101
7.5 梁柱節(jié)點(diǎn)計(jì)算及構(gòu)造······106
8 圓形鋼管溫凝土框架柱和轉(zhuǎn)換柱······113
8.1 一般規(guī)定······113
8.2 承載力計(jì)算······113
8.3 構(gòu)造措施······119
8.4 柱腳設(shè)計(jì)及構(gòu)造······119
8.5 梁柱節(jié)點(diǎn)形式及構(gòu)造······125
9 型鋼混凝土剪力墻······131
9.1 承載力計(jì)算······131
9.2 構(gòu)造措施······141
10 鋼板溫凝土剪力墻······146
10.1 承載力計(jì)算······146
10.2 構(gòu)造措施······153
11 帶鋼斜撐混凝土剪力墻······155
11.1 承載力計(jì)算······155
11.2 構(gòu)造措施······158
12 鋼與棍凝土組合梁······160
12.1 一般規(guī)定······160
12.2 承載力計(jì)算······161
12.3 撓度計(jì)算及負(fù)彎矩區(qū)裂縫寬度計(jì)算······170
12.4 構(gòu)造措施······173
13 組合樓板······176
13.1 一般規(guī)定······176
13.2 承載力計(jì)算······177
13.3 正常使用極限狀態(tài)驗(yàn)算······181
13.4 構(gòu)造措施······184
13.5 施工階段驗(yàn)算及規(guī)定······186
14 連接構(gòu)造······188
14.1 型鋼混凝土柱的連接構(gòu)造······188
14.2 矩形鋼管混凝土柱的連接構(gòu)造······191
14.3 陰形鋼管混凝土樁的連接構(gòu)造······194
14.4 梁與梁連接構(gòu)造······196
14.5 梁與墻連接構(gòu)造······196
14.6 斜撐與梁、柱連接構(gòu)造······197
14.7 抗剪連接件構(gòu)造······198
14.8 鋼筋與鋼構(gòu)件連接構(gòu)造······199
附錄A 常用壓型鋼板組合樓板的剪切粘結(jié)系數(shù)及標(biāo)準(zhǔn)試驗(yàn)方法······201
附錄B 組合樓蓋舒適度驗(yàn)算······208
本規(guī)范用詞說明······212
引用標(biāo)準(zhǔn)名錄······213
附: 條文說明······215
1 總則······220
2 術(shù)語和符號······221
2.1 術(shù)語······221
2.2 符號······221
3 材料······222
3.1 鋼材······222
3.2 鋼筋······223
3.3 混凝土······224
4 結(jié)構(gòu)設(shè)計(jì)基本規(guī)定······225
4.1 一般規(guī)定······225
4.2 結(jié)構(gòu)體系及結(jié)構(gòu)構(gòu)件類型······225
4.3 設(shè)計(jì)計(jì)算原則······226
4.4 一般構(gòu)造······229
5 型鋼混凝土框架梁和轉(zhuǎn)換梁······230
5.1 一般規(guī)定······230
5.2 承載力計(jì)算······230
5.3 裂縫寬度驗(yàn)算······231
5.4 撓度驗(yàn)算······232
5.5 構(gòu)造措施······232
6 型鋼混凝土框架柱和轉(zhuǎn)換柱······235
6.1 一般規(guī)定······235
6.2 承載力計(jì)算······236
6.3 裂縫寬度驗(yàn)算······238
6.4 構(gòu)造措施······238
6.5 柱腳設(shè)計(jì)及構(gòu)造······239
6.6 梁柱節(jié)點(diǎn)計(jì)算及構(gòu)造······241
7 矩形鋼管混凝土框架柱和轉(zhuǎn)換柱······245
7.1 一般規(guī)定······245
7.2 承載力計(jì)算······245
7.3 構(gòu)造措施······246
7.4 柱腳設(shè)計(jì)及構(gòu)造······247
7.5 梁柱節(jié)點(diǎn)計(jì)算及構(gòu)造······249
8 圓形鋼管混凝土框架柱和轉(zhuǎn)換柱······251
8.1 一般規(guī)定······251
8.2 承載力計(jì)算······251
8.3 構(gòu)造措施······255
8.4 柱腳設(shè)計(jì)及構(gòu)造······255
8.5 梁柱節(jié)點(diǎn)形式及構(gòu)造······257
9 型鋼混凝土剪力墻······260
9.1 承載力計(jì)算······260
9.2 構(gòu)造措施······261
10 鋼板混凝土剪力墻······264
10.1 示載力計(jì)算······264
10.2 構(gòu)造措施······265
11 帶鋼斜撐混凝土剪力墻······267
11.1 承載力計(jì)算······267
11.2 構(gòu)造措施······267
12 鋼與混凝土組合梁······269
12.1 一般規(guī)定······269
12.2 承載力計(jì)算······272
12.3 撓度計(jì)算及負(fù)彎矩區(qū)裂縫寬度計(jì)算······277
12.4 構(gòu)造措施······279
13 組合樓板······281
13.1 一般規(guī)定······281
13.2 承載力計(jì)算······281
13.3 正常使用極限狀態(tài)驗(yàn)算······282
13.4 構(gòu)造措施······283
13.5 施工階段驗(yàn)算及規(guī)定······283
14 連接構(gòu)造······285
14.1 型鋼混凝土柱的連接構(gòu)造······285
14.2 矩形鋼管混凝土柱的連接構(gòu)造······285
14.3 圓形鋼管混凝土柱的連接構(gòu)造······285
14.4 梁與梁連接構(gòu)造······286
14.5 梁與墻連接構(gòu)造······286
14.6 斜撐與梁、柱連接構(gòu)造······286
14.7 抗剪連接件構(gòu)造······286
14.8 鋼筋與鋼構(gòu)件連接構(gòu)造······287
附錄A 常用壓型鋼板組合樓板的剪切粘結(jié)系數(shù)及標(biāo)準(zhǔn)試驗(yàn)方法······288
附錄B 組合樓蓋舒適度驗(yàn)算······291
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