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六层公寓楼框架结构毕业设计 如何下载
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  • 更新时间:2019-04-16 09:46:33
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  • 安全检测 瑞星 江民 卡巴斯基 金山
六层公寓楼框架结构毕业设计
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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
。。。。。。。。。。。。。。。。。。。。。。。。。
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
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