三跨五层5000平米溧阳市某中学教学楼设计(含建筑图结构图)

三跨五层5000平米溧阳市某中学教学楼设计(含建筑图结构图)(任务书,开题报告,外文翻译,论文计算书14700字,CAD建筑图8张,CAD结构图8张)
摘    要
根据建筑方案图，本工程结构为五层现浇钢筋混凝土多层框架结构，单层建筑面积约1040m2。设计使用年限为50年；结构安全等级为二级；抗震设防烈度为7度；设计基本地震加速度值为0.1g，第一组；框架的抗震等级为二级；采用独立基础，地基基础设计等级丙级；建筑室内外高差600mm，室外标高即为现有自然地面标高。
根据建筑设计和结构承重、抗震方面的要求以及场地地质条件，合理地进行结构选型和结构整体布置，确定各种结构构件的尺寸，选取一榀主要横向结构框架进行结构设计计算，用计算结构力学程序对该榀结构框架进行电算与手算结果进行对比分析；完成楼梯设计和基础设计；用PKPM软件对整栋框架结构进行SATWE电算；绘制出相关建筑和结构施工图。
通过本模拟设计，可使学生综合土木工程专业各课程的知识，了解建筑设计方法，熟悉结构设计与分析过程。
关键词：弯矩；剪力；配筋；抗震

Abstract
    According to the construction plans, the engineering structure of five layers of cast-in-place reinforced concrete frame structure, single construction area of about 1040m2. Design service life is 50 years; the structural safety grade two; seismic fortification intensity is 7 degrees; the basic design of the earthquake acceleration is 0.1g, the first group; the seismic rating of two; by the independent foundation, the foundation design grade C; indoor and outdoor height 600mm, outdoor elevation is an existing natural ground level.

    According to seismic design and structure bearing, requirements and the geological condition, reasonable overall arrangement structure selection and structure, determine various structural component size, select a main transverse frame structure design, the steel structure framework for computerized and manual calculation results are compared with calculation of structural force study procedures; complete stair design and basic design; SATWE computer on a frame structure by the software of PKPM; draw the relevant building and construction drawing.
    Through the simulation design, can make comprehensive civil engineering students in each course knowledge, understand design method for building structure design and analysis process, familiar with.
Keywords: moment; shear; reinforcement; seismic

1.1 工程概况
本工程为实际应用课题，位于江苏省溧阳市，为中学教学楼设计，建筑场地约52m×20m2，建筑面积约5000m2，为3跨5层的钢筋混凝土框架结构。 [资料来源：http://doc163.com]
1.2气象资料
1.2.1基本风压值： 0.40KN/m2
1.2.2基本雪压值： 0.65KN/m2
1.3工程地质资料
拟建场地内地地势平坦，场地平整后绝对高程为25.4m，室内设计标高相当于绝对标高26.0m，地下水位在绝对标高24.5以下，对混凝土无侵蚀性。地层结构及各层物理力学性能如下:
I层约0.4m厚：杂填土，杂色，松散，可塑，夹较多的碎砖石
II层约1.3m厚：粉质粘土，砖红色，软塑，较均匀，但物理力学性质较差，fk=120kPa
III层约4.7～8m厚：细砂，黄色，中密～密实，饱和，fk=260kPa
IV层约2.1m厚：粉质粘土，黄褐色，可塑，饱和，较均匀，fk=210kPa
V层约5.2m厚：细砂，黄色，密实，饱和，场地内分布均匀，且物理力学性质较好，fk=260kPa
VI层3.6m厚：细砂～中砂，灰黄～灰色，中密～密实，饱和，fk=270kPa
VII层2.5m厚：粘土，灰绿～灰褐色，可塑，丰富的高岭土，fk=280kPa
VIII层未钻透：粘土，黄褐色～黄色，硬塑，高岭土，fk=320kPa
确定为II类场地
1.4 抗震设防烈度：七度
  [资料来源：https://www.doc163.com]

目录
摘    要.....................................................................................................................................1
摘要翻译.....................................................................................................................................1 [来源：http://www.doc163.com]
第一章 设计资料及要求...........................................................................................................2
第二章 框架结构布置及计算简图............................................................................................5
2.1 确定计算见图....................................................................................................................5
2.2 梁、柱截面尺寸...............................................................................................................5
2.3 材料强度等级...................................................................................................................5
2.4 荷载计算...........................................................................................................................5
2.5 地震作用...........................................................................................................................9
第三章 框架内力计算..............................................................................................................14

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3.1 恒载作用下的框架内力计算..........................................................................................14
3.2 活载作用下的框架内力..................................................................................................20
3.3 地震作用下横向框架的内力计算..................................................................................37
第四章 框架内力组合..............................................................................................................44
第五章 框架梁柱截面计算......................................................................................................56
第六章 楼梯设计......................................................................................................................82
6.1 楼梯梯段斜板设计..........................................................................................................82
6.2 休息平台板设计..............................................................................................................69

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6.3 平台梁设计......................................................................................................................70
第七章 现浇楼面板设计...........................................................................................................73
7.1 求支座中点最大弯矩................................. .....................................................................73
7.2  A区格..............................................................................................................................74
7.3  D区格..............................................................................................................................74
7.4 配筋计算...........................................................................................................................75
第八章 基础设计.......................................................................................................................76
8.1 荷载计算...........................................................................................................................76 [资料来源：http://www.doc163.com]
8.2 确定基础底面积...............................................................................................................77
8.3 基础结构设计..................................................................................................................78
结论 ...........................................................................................................................................83
致谢 ...........................................................................................................................................83
参考文献 ...................................................................................................................................84
附录一 .......................................................................................................................................85

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