DB62/T3242-2023······1
1 总则······10
2 术语和符号······11
2.1 术语······11
2.2 符号······13
3 基本规定······16
3.1 一般规定······16
3.2 基本资料······18
3.3 桩的布置······20
3.4 特殊条件下的桩基······21
3.5 耐久性规定······24
4 桩基构造······26
4.1 基桩构造······26
4.2 承台构造······28
5 桩基计算······29
5.1 桩顶作用效应计算······29
5.2 桩基竖向承载力计算······30
5.3 单桩竖向极限承载力计算······31
5.4 特殊条件下桩基竖向承载力计算······35
5.5 桩基竖向抗拔承载力计算······39
5.6 桩基抗震计算······41
5.7 桩基沉降计算······43
5.8 桩基水平承载力计算······44
5.9 桩身承载力计算······47
5.10 承台计算······48
6 桩基施工······49
6.1 一般规定······49
6.2 桩基施工······50
6.3 安全施工······54
6.4 环境保护······55
7 桩基工程质量检验和验收······57
7.1 一般规定······57
7.2 施工前检验······57
7.3 施工检验······58
7.4 施工后检验······58
7.5 验收资料······59
附录A 地螺丝微型钢管桩类型和适用岩土条件······61
附录B 地螺丝微型钢管桩桩身构造图······62
附录C 桩顶部常用连接方式图······63
附录D 地螺丝微型钢管桩尺寸规格表······64
附录E 桩的极限侧阻力和端阻力标准值······66
附录F 地螺丝微型钢管桩产品检验记录表······69
附录G 地螺丝微型钢管桩施工记录表······70
本标准用词说明······71
引用标准名录······72
附:条文说明······74
1 总则······78
2 术语和符号······80
3 基本规定······81
3.1 一般规定······81
3.2 基本资料······84
3.3 桩的布置······84
3.4 特殊条件下的桩基······84
3.5 耐久性规定······87
4 桩基构造······89
4.1 基桩构造······89
5 桩基计算······91
5.1 桩顶作用效应计算······91
5.2 桩基竖向承载力计算······91
5.3 单桩竖向极限承载力计算······91
5.4 特殊条件下桩基竖向承载力计算······94
5.5 桩基竖向抗拔承载力计算······96
5.6 桩基抗震计算······97
5.7 桩基沉降计算······97
5.8 桩基水平承载力计算······98
5.9 桩身承载力计算······98
5.10 承台计算······99
6 桩基施工······100
6.1 一般规定······100
6.2 桩基施工······102
6.3 安全施工······104
6.4 环境保护······104
7 桩基工程质量检验和验收······105
7.1 一般规定······105
7.2 施工前检验······105
7.3 施工检验······105
7.4 施工后检验······106
7.5 验收资料······106
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