文档介绍：XX学院毕业设计
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- 59 - / 68
分类号 单位代码
密 级 学 号 0505220216
学生毕业设计
cross-section.
The completion of the structure of the calculation, based on the construction program and structural design is complete structure of the construction design. The program for a flats, the main part of the six-storey reinforced concrete frame structure, the actual situation of Yulin, The basic seismic intensity venues for the six, the basic design of the earthquake acceleration . Design features cycle , a seismic design for the first team and the construction site for the Class II category.
Structural Design is the main framework for the design stage, we must first meet the horizontal seismic forces under the framework of the lateral checked, the second is to meet the wind load requirements of the frame work of lateral checking, conducting seismic calculation of the level of force used in the base shear, and the use of secondary distribution method moment right framework for calculating internal forces.
Part of the design basis, according to the geological data, the basis for the use of precast form pile, and a cap, Pile the design and calculation.
[Keywords]：Fram ; Structural design ;anti-seismic design ; Pile board basis
XX学院毕业设计
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目 录
1设计资料1
概况1
结构设计资料1
2建筑设计2
建筑平面设计2
建筑立面设计2
墙体2
屋面2
楼面2
散水3
3框架结构计算9
结构布置及计算简图9
重力荷载计算12
屋面及楼面的永久荷载标准值12
屋面及楼面的可变荷载标准值12
梁、柱、墙、窗、门重力荷载计算12
荷载分层总汇14
框架侧移刚度计算15
横向框架侧移刚度计算15
纵向框架侧移刚度计算17
横向水平荷载作用下框架机构的内力和侧移计算19
横向水平地震作用下框架结构的内力和侧移计算19
横向风荷载作用下框架结构内力和侧移计算23
纵向水平荷载作用下框架机构的内力和侧移计算27
纵向水平地震作用下框架结构的内力和侧移计算27
纵向风荷载作用下框架结构的内力和侧移计算32
竖向荷载作用下框架结构的内力计算35
横向框架内力计算35
横向框架内力组合45
截面设计57
框架梁57
框架柱60
框架梁柱节点核芯区截面抗震验算63
4基础设计65
基础地质资料65
确定单桩竖向承载力65
确定桩数和布桩65
桩的数量65