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摘要：本工程为上海金融调解程序备份中心建筑与结构设计。总建筑面积5765.64㎡左右，建筑层数8层，一层层高4.5m，二至八层层高均为3.9m，长45.0m，宽15.8m，高32.25m。建筑设计交通流畅，各类房间满足使用要求，体形、立面美观。采用钢筋混凝土框架结构体系，基础为柱下独立基础。该楼建筑耐久等级为Ⅱ级，防火等级为Ⅰ级，抗震设防烈度7度（设计基本地震加速度为0.15g），设计地震分组为第一组，建筑场地类别为二类场地土，地基持力层为粉质粘土土层，持力层地基承载力特征值240KPa，基础埋深定为1.50m，无软弱下卧层，不考虑地下水影响。基本风压：0.55kN/㎡。70166
在认真贯彻“适用、安全、经济、美观”的原则下，研究收集各种教学楼设计方案。设计时根据宿舍楼设计规范和其它相关标准，以及设计要求和提供的地质资料，按照先建筑后结构，先整体布局后局部结点设计步骤设计。首先，根据设计出的建筑方案及所选用的建筑材料及做法，确定结构计算简图，进行荷载和内力计算，绘制了相应的内力图；其次，进行结构内力组合，确定结构控制截面的弯矩、剪力和轴力设计值。最后，根据已经计算出的结构控制截面的内力值，对梁、板、柱、基础等进行配筋计算，并绘制了相应的结构施工图。同时，采用PKPM软件进行验算，以保证计算结果的可靠性，并达到同手算结果对比分析的目的。
毕业论文关键词: 框架结构；荷载计算；内力计算；配筋
Construction and structure design of backup center of Shanghai financial intermediation program
Abstract: this project is the construction and structure design of Shanghai financial intermediation backup center. The total construction area of about 5765.64 square meters, 8 floors, a layer of 4.5m, two to eight layers high are 3.9m, length 45.0m, width 15.8m, high 32.25m. Architectural design, traffic flow, all types of rooms to meet the use of requirements, body shape, facade beautiful. The reinforced concrete frame system is adopted, and the foundation is the independent foundation under the column. The building durability grade II, fire rating grade, seismic intensity of 7 degrees (the basic
design of the earthquake acceleration is 0.15g), the first earthquake group, construction site for the class of two kinds of soil, foundation bearing layer is silty clay soil bearing layer of foundation bearing capacity characteristic value 240KPa, based on depth is 1.50M, no weak underlying layer, without considering the influence of groundwater. Basic wind pressure: 0.55kN/ square meters.
Under the principle of "application, safety, economy and beauty", the design scheme of various teaching buildings has been studied. Design according to the dormitory building design specifications and other relevant standards, as well as design requirements and geological data provided, according to the first construction after the structure, first overall layout, after the design of the local node design steps. First of all, according to the architectural design and building material and method, determine the structure calculation diagram, load and internal force calculation, drawing a map corresponding to the internal forces; secondly, to determine the structure internal force combination, bending moment, shear force and axial force structure control section design value. Finally, according to the calculated structure of the control section of the internal force, the beam, plate, column, foundation and other reinforcement calculation, and draw the corresponding construction drawings. At the same time, the PKPM software is used to check the reliability of the calculation results and achieve the purpose of comparing and analyzing the results of the same hand calculation.