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WORD版本说明书1份,共77页，约16000字

CAD版本图纸,共18张

摘要
摘要：欲设计一幢中学教学楼，在建筑形式上采用“一”字形，并且通过调研郑州市的工程地质条件和郑州市教学楼的功能要求,决定本建筑采用钢筋混凝土框架结构, 而框架结构能较好的满足这种要求，为使本设计具有较好的整体性、抗震性能，并能节约钢材用量，所以本设计采用现浇混凝土框架结构。同时这种结构体系布置灵活，可提供较大的建筑空间。同时为偏重于其使用功能，通过对建筑物的结构，系统，服务与环境四个基本要素以及他们之间的内在联系的优化组合，提供了一个投资合理，又具有高效，舒适便利的环境。
本设计主要进行了结构方案中横向框架A、B、C、D轴框架的结构设计。在确定框架布局之后，先进行了荷载标准值的计算。内力计算时，竖向荷载的计算用的是使用力学求解器，进行无限次弯矩分配法；进而按底部剪力法计算水平地震荷载作用下大小，进而求出在水平荷载作用下的结构内力（弯矩、剪力、轴力）。然后进行内力组合，从中找出最不利的一组或几组内力值。选取最安全的结果计算配筋并绘图。此外还进行了结构方案中的室内楼梯的设计。完成了平台板，梯段板，平台梁等构件的内力和配筋计算及施工图绘制
关键词：教学楼、钢筋混凝土框架结构、功能、建筑设计、结构设计 。

Abstract
Abstract：with the plan of designing a middle school teaching building,which uses "one" theglyph in the construction form,through investigation and studies the Zhengzhou engineering geology condition and the Zhengzhou teachingbuilding function request, I decided that this construction uses thereinforced concrete portal frame construction, while the portal frameconstruction can better satisfy this kind of request, in order to enable thisdesign to have a better integrity, a better earthquake resistanceperformance, and to save the steel products amount used, thereforethis design uses the cast-in-place concrete portal frame construction.Simultaneously this kind of structure system arrangement is nimble,may provide the bigger construction space. Meanwhile for stresses toits use function, through to the building structure, the system, theservice and the environment four basic essential factors as well asbetween them the inner link optimum composition, provided aninvestment to be reasonable, also had highly effective, thecomfortable convenience environment.
The purpose of the design is to do the anti-seismic design in the longitudinal frames of axis A, B, C and D. When the directions of the frames is determined, firstly carried on the standard load .When carried on the vertical force computation, the moment distribution of twice is used; then making the amount of the horizontal seismic force can be got by way of the bottom-shear force method. The seismic force can be assigned according to the shearing stiffness of the frames of the different axis. Then the internal force (bending moment, shearing force and axial force.) in the structure under the horizontal loads can be easily calculated. After the determination of the internal force under the dead and live loads, the combination of internal force can be made by using the Excel software, whose purpose is to find one or several sets of the most adverse internal force of the wall limbs and the coterminous girders, which will be the basis of protracting the reinforcing drawings of the components. The design of the stairs is also be approached by calculating the internal force and reinforcing such components as landing slab, step board and landing girder whose shop drawings are completed in the end.
Keywords:Teaching building, reinforced concrete portal frame construction,function, architectural design, structural design.

目     录
摘要 Ⅰ
Abstract Ⅱ
1 设计资料 1
1.1工程概况 1
1.2建筑设计说明书 3
1.3结构说明书 3
2 结构的选型和布置 5
2.1 结构选型 5
2.2 结构布置 5
2.3 初估梁柱截面尺寸 6
2.3.1 按大跨度进行计算 6
2.3.2 柱的截面尺寸 6
3 框架计算简图及梁柱线刚度 7
3.1确定框架计算简图 7
3.2框架梁柱的线刚度计算 7
4 荷载计算 8
4.1 恒载标准值的计算 8
4.1.1 屋面 8
4.1.2 各层楼面 8
4.1.3梁自重 8
4.1.4柱自重 10
4.1.5外纵墙自重 10
4.1.6内纵墙自重 10
4.1.7内隔墙自重 10
4.2活荷载标准值计算 11
4.2.1 屋面和楼面荷载标准值 11
4.2.2 雪荷载 11
4.3 竖向荷载下框架受荷总图 11
4.3.1在A - B 及C -- D轴内： 11
4.3.2在A -B 轴间框架梁 11
4.3.3 在B- C轴间框架梁 11
4.3.4 C- D轴间框架梁同A- B 轴间框架梁 12
4.3.5 A- B ，C- D轴间联系梁： 12
4.3.6 A轴柱纵向集中荷载的计算 12
4.3.7 B轴柱纵向集中荷载的计算 13
4.3.8 C轴柱纵向集中荷载的计算与B轴柱的相同 13
4.3.9 D轴柱纵向集中荷载的计算与A轴柱的相同 13
4.4风荷载计算 15
4.5 水平地震作用 15
4.5.1重力荷载代表值的计算： 15
4.5.2 框架柱抗侧移刚度和结构基本自震周期计算： 17
5  内力计算 19
5.1 恒载作用下的框架的内力 19
5.2活载作用下的框架的内力 24
5.3风载作用下的框架的内力 27
5.4框架地震内力计算框架柱剪力和柱端弯矩计算采用D值法 31
6 内力组合 35
6.1 恒荷载作用下内力条幅 35
6.1.1 梁端柱边剪力计算 35
6.1.2 梁端柱边剪力梁端柱边弯矩计算 35
6.1.3 弯矩调幅 36
6.2  活荷载作用下内力调幅 36
6.2.1梁端柱边剪力梁端柱边弯矩计算见表6-3 36
6.2.2 弯矩调幅 36
6.3风荷载作用下的内力调幅 36
6.4水平地震作用下的内力调幅 37
6.5 屋面有雪荷载的活荷载作用下内力调幅 37
7 内力组合见组合表 38
8 配筋计算 38
8.1框架梁截面设计 39
8.1.1框架梁正截面承载力，计算见表8-1 39
8.1.2  框架梁斜截面配筋计算 40
8.1.3 框架梁抗裂缝宽度验算 42
8.2 截面设计 44
8.2.1正截面受弯承载力计算： 45
8.2.2 斜截面承载力计算 48
8.3 连系梁计算 49
8.3.1 荷载计算 49
8.3.2 内力计算 49
8.3.3 截面承载计算 50
9 屋面板及楼面板的设计 51
9.1 屋面设计： 52
9.1.1 荷载计算： 52
9.1.2 判断板的计算类型： 52
9.1.3 按弹性理论进行计算： 52
9.2楼面板设计： 54
9.2.1荷载计算： 54
10  楼梯设计 56
10.1 踏步板TB- 1计算 56
10.1.1荷载计算： 57
10.1.2内力计算： 57
10.1.3截面承载力计算： 57
10.2楼梯斜梁计算： 58
10.2.1 荷载计算： 58
10.2.2 内力计算： 59
10.2.3承载力计算： 59
10.3 平台板的设计： 60
10.3.1 判断平台板的计算类型： 60
10.3.2荷载计算： 60
10.3.3 内力计算： 60
10.4 平台梁的计算： 62
10.4.1 荷载计算： 63
10.4.2 内力计算： 63
10.4.3承载力计算： 62
11 基础设计 63
11.1基础底面尺寸计算 63
11.2条形基础梁承载力计算： 65
11.2.1正截面强度计算： 65
11.2.2梁翼板部分计算 66
参考文献： 68
附录1：外文翻译 69
附录2：内力组合表 75