五层3300平米南京市某中学分校宿舍楼设计(含建筑图结构图)

五层3300平米南京市某中学分校宿舍楼设计(含建筑图结构图)(论文计算书11000字,CAD建筑图8张,CAD结构图10张)
摘要
本课题以实际工程为背景，来源于生产实践，属应用型课题。题目为：南京市某中学河西分校B幢宿舍楼设计。工程地点位于南京市建邺区苍山路与兴隆大街交叉口的东北角。已拟定建设区域总平面图和该建筑平面尺寸，该楼拟建5层，采用钢筋混凝土框架结构，建筑功能要求满足学校学生的住宿与生活，应具备适当的学习和活动空间。建筑平面外包尺寸：长×宽为48×13.5m，总建筑面积约3300m2。平面轴线尺寸、柱网尺寸及各楼层层高由建筑设计确定。该宿舍楼采用框架结构。框架结构是指有梁和柱为主要构件组成的承受水平和竖向作用的结构。突出优点是建筑平面的灵活，能满足较大空间要求，适合于宿舍楼。在柱网布置方面，采用三跨结构，两边为房间，中间为走道的形式。在正常情况下，本工程的合理设计使用年限为50年，建筑结构的安全等级为二级。建筑结构的安全等级为二级。设防烈度为7度，设计基本地震加速度值为0.10g，工程场地为Ⅱ类。
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PKPM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：结构；配筋；抗震

Summary
The topics to practical engineering background, from production practices, is application-oriented topics. Entitled: Building a middle school in Nanjing Hexi Branch B dormitory design. Project site is located in Cangshan Jianye District, Nanjing Road and the northeast corner of the intersection of Main Street is booming. Plans have been drawn and the total construction area of the building plane size, the building of the proposed five-layer, reinforced concrete frame structure, building schools to meet the functional requirements for accommodation and living, should have appropriate learning and activity space. Building plan outsourcing dimensions: length × width 48 × 13.5m, with a total gross floor area of approximately 3300m2. Plane axis dimensions, column grid is determined by the size of each floor storey building design. The dormitory building with frame structure. Framework means there are beams and columns as the main component consisting withstand horizontal and vertical structure of the role. Highlight the advantages of flexible building plan, to meet the requirements of a large space suitable for dormitory. In the column grid layout, the use of three-span structure, both sides of the room, in the middle aisle of the form. Under normal circumstances, the rational design of the project life of 50 years, the security level of the building structure is secondary. Security level for the two building structures. Fortification intensity is 7 degrees, the basic design earthquake acceleration is 0.10g, the project site for the Class Ⅱ.
According to architectural design and structural loading, seismic requirements and aspects of the site geological conditions, reasonably structured selection and arrangement of the whole structure, determine the size of the various structural members, select a transverse specimens of major structural framework for structural design calculations, with the calculated structure structural mechanics framework program of the specimens of Computing and hand calculated results were compared; complete the stair design and basic design; PKPM software with the entire frame structure PKPM Computing; mapping out the structure of the building and construction plans.
Through this simulation designed to allow students a comprehensive knowledge of various civil engineering professional courses, understand architectural design approach, familiar with the structural design and analysis process.
Keywords: structure; reinforcement; earthquake

1.1   工程概况及设计资料
1.1.1   工程概况
      本课题名称为“南京市某中学河西分校B幢宿舍楼设计”，建筑功能要求满足学校学生的住宿与生活，地点位于 南京市建邺区苍山路与兴隆大街交叉口的东北角，建筑面积约3300m2。该楼拟建5层、建筑平面尺寸48×13.5m、柱网尺寸、层高3.3m。
根据建筑设计方案，本工程结构采用钢筋混凝土框架结构。
1.1.2   设计资料
1.气象资料
（1）基本风压值：W0=0.40KN/m2
（2）基本雪压值：S0=0.65KN/m2
 

目录
摘要
ABSTRACT
第一章  设计资料及要求    1
1.1工程概况    1
1.2设计内容和要求    2
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    6
2.4荷载计算    6
2.4.1屋面横梁竖向线荷载标准值    7
2.4.2楼面横梁竖向荷载标准值    9
2.4.3屋面框架节点集中荷载标准值    10
2.4.4楼面框架节点集中荷载标准值    11
2.5风荷载    12
2.6地震作用    12
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活载作用下框架内力(活载满跨布置)    26
3.3风荷载作用下内力计算    31
3.4地震作用下横向框架的内力计算    35
第四章 内力组合    43
第五章 框架梁柱截面设计    49
第六章  楼梯结构计算设计    56
6.1梯段计算    56
6.2休息平台板1计算    57
6.3梯段梁TL1计算    58
第七章 现浇楼面板计算    59
7.1求支座中点最大弯矩    59
7.2区格（A区格）    60
7.3区格（D区格）    61
第八章 基础设计    64
8.1荷载计算    64
8.2确定基底面积    64
8.3地基变形验算    65
8. 4基础结构设计（C30）    66
第九章、软件分析结果与手算结果比较    68
致谢……………77