五层4400平米华夏集团扬州分公司职工公寓楼设计(含建筑图结构图)

五层4471平米华夏集团扬州分公司职工公寓楼设计(含建筑图结构图)(开题报告,外文翻译,论文计算书15000字,CAD图17张)
摘    要
根据建筑方案图，本工程结构为5层现浇钢筋混凝土多层框架结构，建筑面积约4400m2。抗震设防烈度为7度；设计基本地震加速度值为0.15g，属抗震设计地震分组第一组；框架的抗震等级为二级；采用独立基础，地基基础设计等级乙级；建筑室内外高差450mm，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：弯矩；剪力；配筋；抗震
 
ABSTRACT
According to the construction program plans, the project structure for the five-situ reinforced concrete frame structure. Construction area is about4400m2. Seismic intensity is 7 degrees. Basic design earthquake acceleration value is 0.15g. Earthquake grouped is the first group. Site classification is Class Ⅱ. Using an independent foundation. Indoor and outdoor elevation difference is 450mm. Outdoor elevation is existing natural ground elevation.
According to architectural design and structural loading, seismic requirements and site geological conditions, a reasonable structural selection and the overall layout of the structure to determine the dimensions of various structural components, Select a transverse specimens of the main structural framework for structural design calculations. Select a transverse specimens of the main structural framework for structural design calculations. Computational Structural Mechanics program with structural framework of the specimens of Computing and hand-calculated results were compared, complete staircase design and foundation design. PKPM software used throughout the frame structure PKPM Computing. Mapping out the architectural and structural drawings.
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.
keyword: moment; shear; reinforcement; seismic
 
1.1气象资料
（1）基本风压值:W0=0.30kN/m2    
（2）基本雪压值:Q0=0.40kN/m2
1.2水文地质资料
（1）建筑场地天然地面绝对标高15m。天然地面下厚0.8m左右为人工杂填土，地基承载力标准值fak=65KPa，Es=1.8MPa，；其下为1.5m粉质粘土，fak=220KPa，Es=5.8MPa，qsa=50KPa；然后为粉砂，厚7～10m，fak=256KPa，Es=11.5MPa，qsa=87KPa。地下水位位于地表下0.75m，无侵蚀性。
（2）基础形式：根据场地工程地质特征及拟建建筑物结构荷载特征，建议采用柱下独立基础。
（3）拟建场地抗震设防烈度7度，设计基本地震加速度值为0.15g，设计地震分组为第一组，特征周期为0.35s。
（4）本工程为多层框架结构，建筑结构的安全等级为二级。工程场地Ⅱ类。按“建筑工程抗震设防分类标准”，本工程为丙类建筑。
1.3抗震设防烈度：7度，设计基本地震加速度值为0.15g,设计地震分组为第一组，特征周期为0.35s。
 

目录
第一章  结构选型与布置.........................................................................................2
      1.1设计资料...................................................................................................2
      1.2结构选型与布置.......................................................................................5
第二章  确定计算简图.............................................................................................8
      2.1确定计算简图...........................................................................................8
      2.2梁、柱截面尺寸.......................................................................................8
      2.3材料强度等级...........................................................................................8
      2.4荷载计算...................................................................................................8
第三章  框架内力计算............................................................................................18
      3.1横载作用下的框架内力..........................................................................18
      3.2活载作用下的框架内力..........................................................................26
      3.3风荷载作用下内力计算..........................................................................32 
      3.4地震作用下横向框架的内力计算..........................................................35
第四章  框架内力组合............................................................................................44
      4.1荷载组合..................................................................................................44
      4.2控制界面及不利组合..............................................................................44
第五章  框架梁柱截面设计....................................................................................52
第六章  楼梯结构计算设计....................................................................................62
      6.1梯段板计算..............................................................................................63
      6.2休息平台板计算......................................................................................63
第七章  现浇楼面板设计........................................................................................66
      7.1跨中最大弯矩..........................................................................................68
      7.2求支座中点最大弯矩..............................................................................68
      7.3A区域.......................................................................................................69
      7.4H区域.......................................................................................................70
第八章  基础设计....................................................................................................73
      8.1荷载计算..................................................................................................73
      8.2确定基础底面积......................................................................................73
      8.3地基变形验算..........................................................................................77 
      8.4基础结构设计..........................................................................................77
第九章 PKPM对比计算..........................................................................................82
第十章 结束语..........................................................................................................91
       致谢..............................................................................................................92
参考文献....................................................................................................................93