目        录

摘要        …………………………………………………2

第一章        工程概况    …………………………………………………4

第二章        框架梁柱截面尺寸估算  …………………………………  5

第三章        抗震设计………………………………………………………9

第四章        竖向荷载作用下框架内力计算………………………………30

第五章        框架内力组合…………………………………………………62

第六章        框架梁配筋……………………………………………………74

第七章        框架柱配筋 ………………………………………………… 80

第八章        基础设计………………………………………………………97

第九章        零星构件设计…………………………………………………108

 摘        要

本工程为某职教中心教学楼，主体五层。

经过细致的方案论证，该工程上部结构采用纵横向承重的钢筋混凝土框架结构。因为该工程抗震设防烈度为7度，所以不考虑竖向地震作用。在用底部剪力法求出水平地震作用后，利用D值法完成了水平地震作用下的一榀框架的内力计算。采用弯矩二次分配法分别完成了竖向恒载和活载最不利布置作用下的内力计算。并且，考虑结构构件的地震作用效应与其它荷载效应的基本组合及无地震作用效应的其它荷载效应的基本组合两种情况，对框架内力进行组合，得出框架梁柱的控制内力，进而完成了梁柱截面的配筋计算。进行了基础的设计及零星构件的设计。利用PKPM软件对本工程进行了结构设计。

关键词： 地震作用、框架结构、弯矩二次分配法、内力组合、截面设计

ABSTRACT

This Project is a building of occupation teaching center This subject is of five stories high.

After complicated analysis , the frame structure of supporting weight in lengthways and transverse direction of reinforced concrete is adopted for the superstructure of this building .As the anti-earthquake degree is 7,vertical earthquake is skipped.  After the horizontal earthquake is calculated by the bottom-shear method, the D method is applied to calculate the stress of a frame under horizontal earthquake. Then the stress under vertical dead load and the most adverse-arrange live load is calculated by the double-moment-divided method. Considering the two cases :  the basic combination of the earthquake and the load and the basic combination of the load and no earthquake , the load effect combination is carried off.  So according to the stress and of beams and columns , the section design is finished .The design of foundation and other member are carried on. The software of PKPM is applied to design the pictures of the structure construction. 

KEYWORD: earthquake , frame structure , stress, double-moment-divided method,  load effect combination, section design

土建设计 ５层教学楼设计（包括：论文/图纸，完整的一套设计） 土木工程专业毕业设计 通过毕业答辩的完整论文