长春建筑学院土木工程学院毕业设计
摘 要
本毕业设计题目为图书馆设计。该建筑主体五层，总建筑面积6369㎡。本毕业设计主要完成以下内容：
在建筑设计方面，本建筑采用L形的建筑风格，造型简洁、大方、实用，满足建筑的使用功能要求。
在结构设计方面，本次设计主要根据设计任务书的要求，对该建筑的结构进行有效的布置和计算。主要完成重力荷载累计，水平地震荷载和风荷载计算、
竖向荷载内力计算、内力组合、梁柱截面设计以及配筋计算、楼梯基础设计和 配筋计算等。
建筑结构形式为钢筋混凝土框架结构体系，下部采用柱下独立基础，根据工程地质条件等综合考虑，基础埋深1.8m。本设计遵照国家现行建筑结构设计规范中的规定，参照标准图集，在建筑部分以天正建筑设计软件为工具进行制图，在结构部分以手算为主，PKPM结构计算软件为辅，进行了结构内力的有效计算，并对手算和电算结果进行了对照。完成如下建筑和结构图纸的绘制：标准层平面图、底层平面图、立面图、剖面图、楼梯详图、节点详图、基础结构平面布置图、标准层结构平面布置及板配筋图、一榀框架配筋图、梁柱配筋图等。
此设计选用常用的框架结构形式，通过本次毕业设计使我对所学的专业知识能够有机的结合起来，达到融会贯通；同时还对框架结构的荷载传递路径，内力计算、组合以及构件截面配筋，楼梯、基础设计等进行了系统研究和掌握，为以后参加工作，更好的运用所学的知识提供了很大的帮助。
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长春建筑学院土木工程学院毕业设计
符 号
Ec －混凝土弹性模量；
C20－表示立方体强度标准值为20N/mm2的混凝土强度等级； N－轴向力设计值； M－弯矩设计值； V－剪力设计值； A－构件截面面积； I－截面惯性矩；
Gk－永久荷载标准值；
QK－可变荷载标准值；
?G－永久荷载分项系数；
?Q－可变荷载分项系数；
Fek－结构总水平地震作用标准值；
T－结构自振周期；
?RE－承载力抗震调整系数；
?－构件长细比；
fak－地基承载力特征值； H0－基础高度；
d－基础埋置深度，桩身直径；
?－土的重力密度；
?k－风荷载标准值；
?Fn－结构顶部附加水平地震作用标准值；
?u－楼层层间位移； e－偏心距；
Asv－箍筋面积；
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长春建筑学院土木工程学院毕业设计
B－结构迎风面宽度；
h0－截面有效高度；
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长春建筑学院土木工程学院毕业设计
目 录
摘要 ················································································································ I 第一章 建筑设计 ························································································ 1
一、建筑概况 ·································································································· 1 二、工程概况 ·································································································· 1 三、设计资料 ·································································································· 1 四、建筑要求 ·································································································· :2 五、采光、通风、防火设计 ············································································· 2 六、建筑细部设计 ··························································································· 2 七、参考资料 ·································································································· 3
第二章 结构计算 ························································································ 3
第一节 框架结构设计 ······················································································ 3 一、工程概况 ·································································································· 3 二、结构布置及计算简图 ················································································· 3 三、梁截面尺寸······························································································· 4 四、重力荷载计算 ··························································································· 5 五、框架侧移刚度计算 ···················································································· 9 六、横向水平荷载作用下框架结构的内力和侧移计算 ······································ 11 七、竖向荷载作用下框架结构的内力计算 ························································ 18 八、截面设计 ································································································· 24 九、罕遇地震作用下弹塑性变形验算 ······························································ 34 十、楼梯设计 ································································································· 38 十一、基础设计······························································································ 43 十二、楼板设计······························································································ 47 十三、参考资料······························································································ 62
第三章 施工组织设计 ··············································································· 63
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长春建筑学院土木工程学院毕业设计
一、工程概况及施工特点分析 ········································································· 63 二、施工方案选择 ·························································································· 66 三、季节性施工的技术措施 ············································································ 87 四、施工总平面布置图 ··················································································· 90 五 施工安全措施 ···························································································· 91 六 文明施工措施 ···························································································· 94
结束语 ·········································································································· 96 参考文献 ····································································································· 97
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