六层4990平米江苏镇江市某中学宿舍楼设计(含建筑图结构图)

六层4990平米江苏镇江市某中学宿舍楼设计(含CAD建筑图结构图)(任务书,开题报告,计算书10000字,CAD建筑图9张,CAD结构图8张)
摘    要
本工程位于江苏省镇江市，为中学宿舍楼。实际工程的建筑层数为六层，建筑场地平面长宽约74.5m×20.5m，建筑高度约26.7m，底层高为4.5m，其余层层高均为3.9m，室内外高差0.45m，要求设置电梯。结构形式为3跨框架结构。建筑结构安全等级为二级，设计使用年限为50年；建筑场地类别为Ⅰ类，地基基础设计等级为丙级；建筑抗震设防类别为重点设防类（即乙类），抗震设防烈度为7度(基本地震加速度为0.15g)，地震分组为第一组。
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；用盈建科及PKPM软件对整栋框架结构进行电算；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；配筋；抗震

Design of a Middle School dormitory building in Zhenjiang
Abstract
The project is located in Zhenjiang, Jiangsu Province and is a dormitory building for middle schools. The project has six floors, the building site is about 74.5m in length and 20.5m in length, the building height is about 26.7m, the floor height is 4.5m, the remaining floors are 3.9m in height, and the height difference between indoor and outdoor is 0.45m. Request to set up elevator. The structure is a three-span frame structure. The safety grade of the building structure is Grade II, and the design service life is 50 years; the construction site category is Class I, and the foundation design class is Class C; the earthquake resistance class is the key fortification class (B), and the earthquake fortification intensity is 7 Degrees. (The basic earthquake acceleration is 0.15g) and the earthquake group is the first group.
According to architectural design and structural load-bearing, seismic requirements and site geological conditions, rational selection of structures and overall layout of the structure, determine the size of various structural components, select a major horizontal structural framework for structural design calculations, using the calculation structure The mechanical program compares and analyzes the computerized and hand-calculated results of the concrete structure frame; completes the staircase design and basic design; uses the Yingjianke and PKPM software to calculate the whole frame structure; and draws the relevant architectural and structural construction drawings.
Through this simulation design, students can integrate the knowledge of various civil engineering major courses, understand the architectural design methods, and be familiar with the structural design and analysis process.Through this simulation designed to allow students' comprehensive knowledge of the various programs in Civil Engineering, understanding approach to building design, familiaring with structural design and analysis process.
Keywords: bending moment; reinforcement; seismic
 

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目录
第一章 结构选型与布置    1

1.1结构布置    1
第二章 确定计算简图    4
2.1确定计算简图    4
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
第三章 框架内力计算    17
3.1 恒载作用下的框架内力    17
3.2活载作用下的框架内力（可上机计算）    28
3.3 风荷载作用下内力计算（可上机计算）    36
3.4地震作用下横向框架的内力计算    41
第四章 框架内力组合    53
第五章 框架梁柱截面设计    58
5.1梁、柱配筋    65
第六章 楼梯结构设计    69
6.1梯段板计算    69
6.2休息平台板计算    70
6.3梯段梁TL1计算    71
第七章 现浇楼面板设计    73
第八章 基础设计    77
8.1荷载计算    77
8.2确定基础面积    78 [来源：http://think58.com]
8.3地基变形验算    82
8.4基础结构设计    83
第九章 PKPM计算复核    87
第十章 工程量计算    92