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目 录
摘 要·······················································Ⅳ
ABSTRACT··················································Ⅴ
1前 言
2 建筑设计
2.1 设计基本资料··················································2
2.1.1工程概况···················································2
2.1.2 地质、水文、气象资料2
2.2 建筑设计说明 ··············································3
2.2.1 设计概要 ··············································3
2.2.2 建筑立面剖面设计······································4
2.2.3 抗震设计 ···············································4
2.2.4 防火设计 5
2.2.5细部构造总说明 ······················································5
2.3 建筑细部具体构造做法 ···············································6
2.3.1 屋面做法 ························································6
2.3.2 楼面做法 ···················································6
2.3.3 内墙面做法 ·············································7
2.3.4 散水做法 ·················································7
3 结构设计
3.1结构的选型及布置 ·············································8
3.1.1 结构的选型················································8
3.1.2 柱网布置··················································8
3.1.3 初选构件尺寸···············································9
3.2荷载统计····················································9
3.2.1 竖向荷载计算············································9
3.2.2 水平荷载计算16
3.3 内力分析 ······························································19
3.3.1 恒荷载作用下的内力计算··············································19
3.3.2 活荷载作用下的内力计算 ·············································28
3.3.3 风荷载作用下的内力计算··············································38
3.3.4 水平地震作用下的内力计算············································42
3.4 内力组合················································ 50
3.4.1 荷载组合 ················································50
3.4.2 框架梁的内力组合 ··················································51
3.4.3 框架柱的内力组合 ···················································55
3.5 梁、柱截面设计 ····················································60
3.5.1 框架梁截面设计 ···············································60
3.5.2 挑梁设计 ···············································66
3.5.3 框架柱的截面设计 ···········································68
3.6 板的设计 ···············································80
3.6.1 双向板的设计 ·········································80
3.6.2 单向板的设计 ·············································84
3.7 基础设计 ·················································86
3.7.1 桩的设计 ·············································86
3.7.2 承台设计 ·················································92
3.8 楼梯的设计 ···············································96
4施工组织设计
4.1编制说明····················································100
4.1.1编制依据·············································100
4.1.2 编制范围 ··············································100
4.2工程概况 ···················································100
4.2.1 工程特点·············································100
4.2.2工程概况··············································100
4.3 施工总平面布置 ···········································101
4.3.1施工总平面布置设想················································101
4.3.2 施工现场布置 ············································101
4.4施工总体部署 ················································102
4.4.1施工总进度计划 ·········································102
4.4.2 施工分段··················································102
4.4.3施工顺序················································102
4.4.4 定额计算人工及工日 ···············································102
4.5主要施工方法技术措施 ·················································103
4.5.1工程施工测量方案··················································103
4.5.2基础工程··························································106
4.5.3 模板工程 ·························································108
4.5.4 混凝土工程 ·······················································108
4.5.5 垂直运输和脚手架 ·················································109
4.5.6 砌体工程 ·························································109
4.5.7 门窗工程 ·························································110
4.5.8 装饰工程 ·························································110
4.5.9 水电安装工程 ·····················································111
4.6主要施工技术措施 ·····················································113
4.6.1质量保证措施······················································113
4.6.2安全施工措施······················································120
4.6.3 文明施工措施 ·····················································121
4.6.4 冬雨季施工措施 ···················································122结 论···································································123谢 辞 ·································································124参考文献 ······························································125
2建筑设计
2.1 设计基本资料
2.1.1工程概况
工程名称： 某大学学生公寓
建筑面积： 4973.22m2
建筑总高度： 23.45m（室外地坪算起）
建筑层数： 六层
结构类型： 框架结构
设计使用年限： 50年
地面粗糙度： B类
抗震等级： 三级
设防烈度： 7度，第一组别，设计地震基本加速度值为0.1g
结构重要性系数：1.0
