摘要：本工程为全现浇混凝土框架结构，工程所在地区的抗震设防等级为7度，需要进行抗震设计。抗震设计与非抗震设计有许多不同之处，其根本区别在于非抗震结构在外荷载作用下结构处于弹性状态，仅有微小裂缝，构件设计主要是满足承载力要求。而抗震结构在地震作用下，为了有良好的耗能能力以及在强震下结构不倒塌，其构件应有足够的延性。要设计延性框架结构，需满足“强柱弱梁，强剪弱弯，强节点弱构件”的要求，并进行相应的内力调整，然后由调整后的内力值进行配筋计算。本工程采用桩基础，采用的桩为复合载体夯扩桩。该桩是一种新型桩，具有单桩竖向极限承载力高，施工工艺简单，施工质量易控制，且在施工过程中，具有无污染、低噪声等特点，并可消纳大量建筑碎砖、混土块等建筑垃圾，变废为宝，保护环境，利国利民。
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
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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