某六层砖混结构民用住宅楼毕业设计(PKPM软件)

摘要:
本工程为多层砖混民用住宅。建筑层数为六层、建筑高度为20.38m，基底占地面积为574.33㎡、总建筑面积3470.0㎡。抗震设防烈度7度、场地类别为Ⅱ类，结构设计使用年限为50年。本工程为二类建筑，耐火等级为二级，工程±0.00同绝对标高13.38m。
结构设计依据国家相关规范进行：计算各楼板和屋面板的恒荷载，同时确定活载值。根据荷载设计值计算出楼面和屋面的配筋。将板上均布荷载传给各墙,然后根据各墙所受荷载及墙体自重，验算墙体抗压承载力。根据抗震设防数据及结构重力荷载代表值，计算出水平地震作用下的各墙承担的剪力，并验算墙体的抗剪承载力。计算出各段基础上部荷载，并由此确定基础类型和配筋。
　设计中使用了中国建筑科学研究院编制的PKPM软件。
　经过验算，该结构符合安全性、可靠性要求。
[关键词]:砖混结构、承载力，软件
The design of multistory brick and concrete mixed building
Abstract:
This engineering is a multistory building. It is a brick and concrete mixed structure. The building has six tiers,building height is 20.38m. Gross building
area is 574.33m²,total floor space is 3470.0m². Intensity of anti-seismic de-
-fence is establishe to 7 degree. The fields classification isⅡ.The structure
is designed to use 50 years.The engineering is the second type building,its
refractory ranks the second grade.The engineerings designed elevation is equal
to 13.38 of absolute elevation .
  Structural design accords to the national special codes: first of all,we calcu-
-late each floor and roofs dead live of slab,and carry live load at same time.
According to computation of design load,we can design the concrete reinforcement
of floor and roof. Transfer the uniform loading to each wall,than according to
the load that wall suffer and self-weight ,we can check the walls compressive bearing capacity.According to the data of anti-seismic defence and structural representative value of gravity load ,each walls shear force can be worked out,than we can check the walls shear bearing capacity.Compute the load that base bear,
than according to computation ,we can fix the base form and calculate the concrete reinforcement. 　
  The PKPM software which is made by China Academy Of Building Research was used in the course of design.
  This structure accords with the safety and reliablity request by checking.
[KEY WORDS]:brick and concrete mixed structure, bearing capacity, software 

1前言1
2楼板设计2
2.1楼面结构信息及单元划分2
2.2荷载计算2
2.3标准层设计2
2.3.1板计算跨度??3
2.3.2板弯矩计算?4
2.3.3板截面设计?5
2.3.4板配筋计算?5
2.3.5楼面梁设计?6
2.3.5.1受力分析及内力计算???6
2.3.5.2梁配筋计算???8
2.4一层设计9
2.5夹层设计9
3斜屋面板计算 10
3.1屋面结构信息及单元划分10
3.2荷载计算10
3.3计算跨度11
3.4板弯矩计算11
3.5板截面设计13
3.6板配筋计算13
3.7屋面梁设计14
3.8老虎窗设计15
3.8.1顶板设计15
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3.8.2上翻梁15
3.8.3墙下暗梁设计?15
3.8.4屋面其它部分构造?16
4楼梯设计?16
4.1架空层梯板16
4.2标准层梯板17
4.3楼层平台18
4.4一层平台梁设计18
4.5其它平台梁设计19
4.6墙体局部受压验算20
5墙体承载力验算 21
5.1砌体荷计算21
5.2静力计算方案21
5.3墙体高厚比验算21
5.4墙体承载力验算22
6抗震验算25
6.1检查是否满足抗震一般要求25
6.2荷载资料25
6.3重力荷载代表值计算25
6.4水平地震作用及楼层地震剪力27
6.5抗震承载力验算27
7基础设计?29
7.1基础顶面荷载计算29
7.2基础设计30
8阳台及构件设计????31
8.1阳台屋面31
8.2阳台空调板设计32
8.3一～五层阳台设计32
8.3.1阳台板设计?32
8.3.2阳台拉梁设计?32
8.3.3阳台挑梁设计?33
8.4六层阳台挑梁设计34
8.5挑梁抗倾覆验算34
8.6阳台圈梁兼作过梁计算35
8.7飘窗洞口圈梁兼做过梁设计35
8.8单元门雨篷板计算36
8.9构造柱及圈梁配筋36
9结论????37
致谢 ?37
参考文献 ?38
10附图 ????39
  10.1电算结果???39
  10.2建筑图（资料） ?????48
  10.3结构施工图???62

CAD图纸：
基础布置平面图
一层结构平面图
标准层结构平面图
六层结构平面图
结构施工说明
夹层结构平面图
屋顶结构平面图
楼梯详图
阳台详图
其他详图