摘要：本设计的上海顾村1号楼为18层剪力墙结构，总面积10000~12000 m²，建筑高度为53.40m（从室外地坪到屋面檐口）。本工程建筑耐久等级为二级，耐久年限为50年，抗震设防烈度为7度。该楼首层层高2.90m，其余层高均为2.90m。整楼长47.40m，共设楼梯2个,电梯2个。通过对设计依据、设计要求的分析，提出具体建筑方案并用AutoCAD绘制建筑图，在此基础上，提出并分析结构方案，从而按照设计规范进行选材与各个构件的选择进行确定。对此，各种计算将通过PKPM软件展开：首先载荷计算将针对楼面荷载、屋面荷载、活载、梁间荷载、梁自重和剪力墙自重等进行。其次，将通过morgain软件进行桩基和楼梯计算，这些计算将确定设计的详细尺寸以及对设计可靠性通过挠度和裂缝宽度等进行校核。最后，本设计的结构总信息、结构周期和振型以及结构位移将通过PKPM软件进行电算。最终通过Auto CAD确定整个设计的蓝图，并绘制详细的建筑图、剪力墙图、配筋图等，从而完成对整个科研楼的设计。63445
毕业论文关键词：结构设计；载荷计算；剪力墙；PKPM软件
Structural design of Building 1, Gu village, Shanghai
Abstract: The design of the Shanghai Gu Village Building 1, 18 storey shear wall structure, the total area of 10000~12000 - m, building height of 53.40m (from the outdoor floor to the roof eaves). The durability of the project construction grade two, durable for a period of 50 years, seismic fortification intensity of 7 degrees. The building a total of 5 layers, the first storey 2.90M, and the remaining layers are 2.90m. The whole building length 47.40m, a total of 2 staircases, lift the 2. Through the analysis of the design basis, design requirements, put forward specific construction scheme and AutoCAD architectural drawing, on the basis of this, propose and analyze the structure scheme, to determine the material and components and in accordance with the design specifications choice. In this regard, various calculations will be based on the establishment of mechanical models or software based expansion: first load calculation will be for the floor load, roof load, live load, beam load, beam weight and shear wall weight, etc.. Secondly, the calculation of pile foundation and stairs will be carried out. These calculations will determine the detailed dimensions of the design and check the reliability of the design through deflection and crack width. Finally, the total structure information, structural period, vibration mode and structural displacement of the design will be calculated by PKPM software. Finally through Auto CAD to determine the blueprint of the entire design, and draw detailed architectural drawings, shear wall, reinforcement map, so as to complete the design of the entire research building.
Key words: Structural design; load calculations; shear wall; PKPM software
摘 要 I
ABSTRACT II
目录 III
第1章 建筑设计部分 1
1.1 设计依据 1
1.2工程概况 1
第2章 结构方案设计部分 2
2.1 结构设计说明及设计资料 2-3
2.2 结构方案 3
2.3 主要材料 3-4
2.4 结构平面布置图 4
2.5 剪力墙布置图 4-5
第3章 荷载计算 6
3.1 楼面荷载 18层剪力墙上海顾村1号楼建筑结构设计:http://www.751com.cn/gongcheng/lunwen_69936.html