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摘要工业园职工宿舍楼建筑面积3720.6平方米,层数为5层，建筑物坐北朝南，总体要求满足300名职工入住条件，按4人间设计，人均面积控制在10平方米之内，开间3.6米，进深6.9m走廊轴线尺寸按2.1m考虑，每室均有阳台，结构型式采用现浇钢筋混凝土框架结构。53196
先根据设计资料，进行建筑设计，然后进行结构计算。结构计算的内容主要包括先进行结构选型与布置，计算重力荷载、抗侧刚度，然后用底部剪力法计算水平地震作用和风荷载，再进行竖向荷载计算、内力组合。最后进行截面设计，主要包括梁的截面设计和柱的截面设计，梁的界面设计包括正截面验算和斜截面验算，柱的截面设计包括轴压比的验算和正截面验算和斜截面验算，板的设计采用的是双向板。楼梯设计包括梯段设计、平台梁设计、平台板设计、楼梯的配筋计算。基础设计包括荷载计算，基础承载力计算，冲剪验算，基础配筋计算。
毕业论文关键词：框架结构 抗震设计 内力组合 截面设计
Abstract
Industrial Park staff dormitory building area 3720.6 square meters, number of layers is 5 storey building facing south, the general requirements to meet 300 workers admission requirements, according to four human design, the per capita area of control in 10 square meters within the bay 3.6 m , depth 6.9m by 2.1m corridor axis dimensions to consider, each room has a balcony, structure type situ reinforced concrete frame structure.
First according to the design data for building design and structural calculations. The main contents include structural calculations for structural selection and arrangement of the first to calculate the gravity load, lateral stiffness, and then use the method to calculate the horizontal seismic base shear effect and wind load, and then calculate the vertical load, force combinations. Finally, section design, including beam section design and column section design, the beam interface design, including normal section checking and diagonal checking, column cross-section design includes axial compression ratio of checking and normal section checking and diagonal checking, board design uses a bi-directional boards. Staircase design includes bench design, beam design platform, the platform board design, staircase reinforcement calculation. Basic design including load calculation, basic capacity calculation, punching checking, based Reinforcement.
Keywords: Frame composite section design seismic design forces
目录
第一章 建筑设计说明 1
1.1 概况 1
1.2 设计资料 1
1.2.1 地质资料 1
1.2.2 地震资料 1
1.2.3 气象条件 1
1.2.4 主要结构材料 2
1.3 建筑设计 2
1.3.1 建筑平面设计 2
1.3.2 建筑立面设计 2
1.3.3 建筑剖面设计 2
1.3.3 屋面及楼面做法 2
第二章 结构计算 3
2.1 结构选型、布置、计算简图 3
2.1.1 结构布置 3
2.1.2 确定计算简图 3
2.1.3 初定构件截面尺寸 3
2.2 重力荷载计算 5
2.2.1 主要材料及构件自重