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中国石油大学（华东）本科毕业设计（论文）
摘要
用D值法和分层法计算。框架结构各榀桁架实际受力有空间整体作用，为空间受力，在手算过程中计算复杂，计算量大，因此在手算时忽略了空间整体作用，只对一榀框架进行受力分析与配筋计算。楼梯采用板式楼梯，分别计算梯段板、平台梁、平台板的内力与配筋。基础设计采用柱下交叉条形基础，减少结构的不均匀沉降，增强上部结构在纵横方向上的联系，具有较强的空间整体刚度。
关键词：钢筋混凝土框架结构；荷载计算；内力计算；梁板柱截面设计；板式楼梯设计；条形交叉基础；
中国石油大学（华东）本科毕业设计（论文）
ABSTRACT
s, the framework's internal forces can be computed with D values method and stratification method respectively.The frame structure is under the power of spatial loads, and the computation is heavy and complex by hand, so we can neglect the action of the spatial force, and only make the force analysis and reinforcement.We use the plate staircase, and calculate the internal force and reinforcement of stairs, platform beams, and platform board.The basis design use the croed bar foundation under the post，to reduce the differential settlement of the structure, enhance the links of the upper structure in the vertical and horizontal directions, and make a strong overall stiffne of the space.Keywords: reinforced concrete frame structure;load calculation;internal force calculation;cro-section design of beam and column;plate staircase design;croed bar basis
中国石油大学（华东）本科毕业设计（论文）
目录
第1章 设计资料··································································································
1第2章 结构布置与梁柱线刚度计算···································································
22.1 结构平面布置························································································2
2．2 框架计算简图·······················································································2
第3章 荷载计算···································································································7
3.1 恒载标准值计算····················································································7
3．2 活荷载标准值计算··············································································10
3.3 竖向荷载作用下框架受荷总图··························································12
3.4 风荷载标准值计算··············································································18
3.5 水平地震作用计算··············································································19
第4章 内力计算································································································26
4.1 恒荷载作用下的内力计算··································································26
4.2 活荷载作用下的内力计算··································································3
34.3 风恒荷载作用下的内力计算······························································37
4.4 地震作用下框架内力计算··································································40
第5章 内力组合·································································································43
第6章 界面设计·································································································4
46.1 板截面设计··························································································44
6.2 框架梁设计··························································································47
6.3 框架柱设计··························································································51
第7章 楼梯设计·································································································5
57.1 设计资料······························································································55
7.2 梯段板设计··························································································55
7.3 平台板设计··························································································56
中国石油大学（华东）本科毕业设计（论文）
7.4 平台梁设计··························································································57
第8章 基础设计································································································59
8.1 确定基础底面尺寸··············································································59
8.2 基础梁设计··························································································61
8.3 基础翼板设计······················································································68
第9章 结论········································································································69 致谢······················································································································70 参考文献··············································································································71
中国石油大学（华东）本科毕业设计（论文）
致谢
本文是在张艳美老师的悉心指导下完成的。从建筑方案的确定、框架内力计算到最后梁板柱施工图的绘制完成无不凝结着张老师大量的智慧与汗水。张老师孜孜不倦的教诲与千叮万嘱的嘱咐给我留下最深刻的印象。在这漫长的三个月当中，我不仅仅学习到了很多知识，更重要的是在与张老师朝夕相处中学到了一个做学问者对待学问与知识严谨求实的态度与认真负责的做事风格，还有就是学无止境和勤学好问的优秀作风。这样优良作风三个月的熏陶，会在我以后的学习和工作中让我受益匪浅。
最后要感谢其他老师的支持与帮助，例如王积静老师、于述强老师、高福聚老师等，问他们问题时候，他们都很热心而且耐心的讲解。各位老师的帮助、支持是我进步最大的动力。
中国石油大学（华东）本科毕业设计（论文）
参考文献
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