五层3816平米淮安市某自来水厂办公楼设计(含建筑图结构图)

五层3816平米淮安市某自来水厂办公楼设计(含建筑图结构图)(任务书,开题报告,外文翻译,论文计算书18000字,,CAD建筑图8张,CAD结构图12张)
摘要：本次毕业设计题目为淮安市世纪自来水厂3#办公楼设计。建筑面积约为3816mm2，采用框架承重结构，主体结构层数为五层，层高均为3.6m。抗震设防烈度为7度。设计分为建筑设计和结构设计两部分。
一、建筑设计阶段：根据建筑的使用功能要求，建筑的高度和层数，所属地区的设防烈度以及抗震等级来确定建筑的结构形式；绘制建筑平面图、剖面图、立面图、细部详图和总平面图。
二、结构计算阶段：在确定框架布局之后，先计算了恒载，活载作用下的梁端内力，然后用分层法进行内力分配，然后各层叠加，进而求出在竖向荷载作用下的结构内力（弯矩、剪力、轴力）；而水平地震作用和风荷载作用下的框架内力则通过D值法求出。接着内力组合找出最不利的一组或几组内力组合。选取最安全的结果计算配筋并绘图；并进行地基设计。此外还进行了结构方案中的楼梯的设计。完成了踏步板，梯段斜梁，平台板，平台梁等构件的内力和配筋计算及施工图绘制。
  此设计选用常用的框架结构形式，通过计算较简单的对称一榀框架，使我对所学的专业知识能够有机的结合起来，对结构设计有了基本的了解，我也相信这次毕业设计的过程能够对以后的学习打下一定的基础。 [资料来源：Doc163.com]
关键词：办公楼 框架结构 结构设计 内力组合
 
Abstract:The title of the graduation design is the design for a century water plant of No.3 office building in Huaian .Total construction area is about 3816 sq.m, frame structure,5 floors.The height of each floor is 3.6m ,the seismic fortification intensity is 7 degrees.
 First,architectural design stage: According to the requirements of the building use function, building height and layers, and the district of fortification intensity and earthquake resistant level to determine the structure of building; Draw the floor plan, section and elevation, detail view details and the total floor plan;
 Second, structure computation stage:After in determining the frame layout, first to calculate the dead load and live load under the action of the beam end of internal forces, and internal force distribution with the layered method, then each layer overlay, and then calculate the structural internal force under the vertical load (bending moment, shear force, axial force).And level of the framework of internal forces under earthquake and wind load through the D-value method.Then identify the most unfavorable combination of internal forces of a group or several groups combined forces.Select the safest results reinforcement and drawing; And for the foundation design.In addition, the program for the structural design of the staircases. Completed treads, bench inclined beams, platforms plate, platform beams and other components of internal forces and reinforcement calculation and construction drawings. [资料来源：https://www.doc163.com]
This design selects the commonly used portal frame construction form, by calculating a symmetrical specimens of relatively simple framework that I have learned expertise to organically combine the structural design of a basic understanding, I also believe that this
graduation design can lay a foundation for future learning process.
keywords: office buildings of architectural  frame structure  structural design  combine inside the dint.

1.1、工程概况
本毕业设计题目来自于拟建项目工程，位于淮安市，该工程为淮安市 自来水厂3#办公楼，采用钢筋混凝土框架结构体系，横向3跨，中间跨度3.4m。房屋总高约18m，共5层，建筑场地约45 m *19m。在正常情况下，本工程的合理设计使用年限为50年。
1.2、气象资料
（1）基本风压值：    W0 = 0.40 kN/m2
（2）基本雪压值：    S0 = 0.40 kN/m2
1.3、工程地质资料
（1）根据勘测报告，拟建场地地势平坦，表面为杂填土；无液化土层分布，稳定地下水位埋深0.72-1.14m，对钢筋混凝土无侵蚀性。
 

[来源：http://Doc163.com]

目录
第一章  结构选型与布置........................................................................1
  1.工程已知条件.....................................................................................1
第二章  确定计算简图............................................................................3

  2.1.确定计算简图..................................................................................3
  2.2.梁截面尺寸的初步确立..................................................................3
  2.3.柱截面尺寸的初步确立..................................................................3
  2.4.楼板选择..........................................................................................4
  2.5.材料强度等级..................................................................................4
  2.6.荷载取值..........................................................................................4
  2.7.横向框架计算简图确定..................................................................4
  2.8.荷载计算..........................................................................................5
第三章  框架内力计算..........................................................................13
  3.1.恒载作用下的框架内力................................................................13 [资料来源：http://doc163.com]
  3.2.活载作用下的框架内力................................................................19
  3.3.风荷载作用下的内力计算............................................................24
  3.4.地震作用下横向框架的内力计算................................................28
第四章  框架内力组合..........................................................................38
第五章  框架梁柱截面设计..................................................................47
第六章  楼梯结构计算设计..................................................................54
  6.1.1.标准层楼梯板计算.....................................................................54
  6.1.2.标准层休息平台板计算............................................................55
  6.1.3.标准层楼梯梁TL1计算............................................................55
  6.2.1.底层楼梯板计算.........................................................................56
  6.2.2.底层休息平台板计算.................................................................56
  6.2.3.底层楼梯梁TL1计算.................................................................57
第七章  现浇楼面板设计......................................................................59
  7.1.跨中最大弯矩................................................................................59
  7.2.求支座中点最大弯矩....................................................................60
  7.3.A区格.............................................................................................61
  7.4.E区格.............................................................................................62
第八章  基础设计..................................................................................64
  8.1.荷载计算........................................................................................64
  8.2.确定基础底面积............................................................................64 [来源：http://www.doc163.com]
  8.3.地基变形验算................................................................................66
  8.4.基础结构设计（混凝土选用C30）............................................66
第九章  PKPM 电算............................................................................70
  1.PKPM 电算......................................................................................70
  [资料来源：http://Doc163.com]