摘 要

“襄阳消防2#军人公寓”所做出的书面形式的理论计算成果。此次设计是。

建筑设计方面综合考虑通风采光、使用功能等来进行设计，并了解周围环境使之与环境情况协调统一。

，并最终选择方案，，并画出相应的弯矩图、剪力图、以及轴力图。再进行内力组合，进行配筋计算。最后完成楼梯、基础的设计计算。

，然后根据PKPM计算的数据利用探索者、CAD等辅助软件绘制结构施工图，，这样不仅掌握了PKPM、CAD、探索者等专业软件的基本操作，具备了电算的能力，同时还能将自己所学的专业知识回顾一遍。，使自己拥有更全面的知识系统。

关键词：毕业设计，住宅楼，钢筋混凝土框架结构，抗震设计，独立基础

Abstract

This book is a graduate design calculation "Xiangyang Fire # 2 soldiers apartment" made in writing, the results of theoretical calculations. The design is a six-story residential buildings of reinforced concrete frame structure.

Building design considering the ventilation and lighting, the use of functions to design and coordinate with the surrounding environment.

Select Design Framework 11 as the axis of this hand count of the target frame, and the final choice program to determine the specific load suffered, and draw the corresponding bending moment diagram, shear diagrams, and axial force. Then a combination of internal forces carried Reinforcement. Finalization of the stairs, basic design calculation.

First with the pre-design process PKPM to calculate the entire structure, and then use Explorer, CAD ,TSSD and other auxiliary drawing construction drawing based on the data PKPM calculated to select a post-design Pin frame representative manually, which not only mastered the basics PKPM, CAD, TSSD and other professional software, with the ability to count electricity, while their learned expertise to review it again. Finally, the two results are compared to make themselves have a more comprehensive knowledge of the system.

Key Word: Graduation project； mutil-storey residencebuilding； reinforced concrete,；earthquake resistance design,；independent foundation

目 录

第一章 第一部分………………………………………………………………………………………………………………………5

1.1 绪论………………………………………………………………………………………………………………………………...5

1.2 设计资料…………………………………………………………………………………………………………..……............6

1.2.1工程名称..................................................................................................................................6

1.2.2工程概况…………………………………………………………………………………………………………………………….6

1.2.3建筑等级…………………………………………………………………………………………………………………………….6

1.2.4设计荷载…………………………………………………………………………………………………………………………….6

1.2.5抗震设防…………………………………………………………………………………………………………………………….6

1.2.6气象资料…………………………………………………………………………………………………………………………….6

1.2.7地质资料…………………………………………………………………………………………………………………………….6

1.2.8材料选用…………………………………………………………………………………………………………………………….7

1.3 结构选型.……………………………………………………………………………………………………………………….......7

1.3.1柱网布置…………………………………………………………………………………………………………………………….7

1.3.2 框架结构承重方案的选择…………………………………………………………………………………………………7

1.3.3 计算单元选取…………………………………………………………………………………………………………………….7

1.3.4 梁、柱截面尺寸的初步估计…………………………………………………………………………………………….10

1.3.4.1梁截面初选（轴）……………………………………………………………………………………………………..10

1.3.4.2 柱截面初选（轴）……………………………………………………………………………………………………..11

1.4 侧移刚度的计算.………………………………………………………………………………………………………….....12

1.4.1 梁线刚度ib的计算（)…………………………………………………………………………………....................13

1.4.2 柱线刚度ic的计算()………………………………………………………………………………………………..........13

1.4.3相对线刚度计算……………………………………………………………………………………………………………….13

1.5 恒荷载作用下内力计算………………………………………………………………………………………….......14

1.5.1 恒荷载标准值计算…………………………………………………………………………………………………………..14

1.5.2 恒载作用下框架的所受荷载……………………………………………………………………………………………16

1.5.2.1框架梁的恒载…………………………………………………………………………………………………………………18

1.5.2.2柱纵向集中恒荷载计算…………………………………………………………………………………………………21

15.3 恒载作用下框架的内力计算……………………………………………………………………………………………23

1.6 活荷载作用下内力计算计算………………………………………………………………………………………......35

1.6.1活荷载标准值……………………………………………………………………………………………………………………35

1.6.2活载作用下框架所受荷载…………………………………………………………………………………………………35

1.6.2.1屋面与楼面活载……………………………………………………………………………………………………………35

1.6.2.2柱的集中力……………………………………………………………………………………………………………………37

1.6.3 活载作用下框架的内力计算…………………………………………………………………………………………38

第二章 第二部分 ..…………………………………………………………………………………………………………………43

2.1 风荷载作用.…………………………………………………………………………………………………………………....43

2.1.1风荷载标准值…………………………………………………………………………………………………………………..43

2.1.2 侧移刚度………………………………………………………………………………………………………………………...45

2.1.3 风荷载作用下框架侧移计算……………………………………………………………………………………………46

2.1.4框架柱的剪力分配计算……………………………………………………………………………………………………47

2.1.5框架柱反弯点高度的计算………………………………………………………………………………………………..48

2.1.6框架柱端的剪力弯矩及梁端的弯矩计算…………………………………………………………………………49

2.2 水平地震荷载作用……………………………………………………………………………………………………….......53

2.2.1重力荷载代表值的计算……………………………………………………………………………………………………53

2.2.1.1顶层重力荷载代表值…………………………………………………………………………………………………….53

2.2.1.2标准层重力荷载代表值…………………………………………………………………………………………………54

2.2.1.3二层重力荷载代表值…………………………………………………………………………………………………….54

2.2.1.4底层重力荷载代表值…………………………………………………………………………………………………….54

2.2.2 水平地震作用力的计算（基底剪力法）………………………………………………………………………..54

2.2.3 水平地震作用下框架的侧移验算……………………………………………………………………………………56

2.2.4 水平地震作用下框架内力计算（D值法）……………………………………………………………………..57

第三章 第三部分 …………………………………………………………………………………………………………..........62

3.1 荷载和内力组合………………………………………………………………………………………………………….........62

3.1.1梁的内力组合……………………………………………………………………………………………………………………64

3.1.1.1梁的内力组合计算…………………………………………………………………………………………………………64

3.1.1.2框架梁组合的剪力设计值…………………………………………………………………………………………….66

3.1.2柱的内力组合表……………………………………………………………………………………………………………….68

3.1.2.1柱的内力组合计算………………………………………………………………………………………………………..68

3.1.2.2柱的剪力设计值……………………………………………………………………………………………………………70

3.2 框架梁、柱配筋……………………………………………………………………………………………………………...72