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摘要：本设计为上海英技多层厂房建筑结构设计，其中包括建筑设计和结构设计两部分。建筑部分：首先初步方案的确定，包括柱距、层高和房间功能的确定。确定方案之后，通过天正软件完成了各层平面图，屋面排水图，正立面、侧立面图，剖面图以及节点详图的绘制。结构部分：首先确定结构形式采用现浇钢筋混凝土框架结构，屋盖及楼盖采用现浇式结构。然后进行梁板柱尺寸、混凝土强度及其钢筋等级的确定，材料及尺寸确定后使用 PKPM软件绘制结构平面布置图。通过软件电算得到板配筋结果。之后挑选一榀框架来计算它的荷载并与PK文件形成的一榀框架荷载进行比较。完成了一榀框架的计算后，进行整体结构的设计，主要在SETWE里进行，并对周期比、位移比、轴压比三大指标进行判断，由此判断计算结果是否合格。最后JCCAD中绘制的柱下独立基础。最后完成了梁板柱平法施工图、基础施工图及楼梯配筋图的绘制。46899
毕业论文关键词： 钢筋混凝土框架；抗震；建筑；施工图；结构设计
Multi layer workshop in Shanghai building structure design
Abstract：The project of Multi layer workshop in Shanghai building structure design including two parts,the rchitecture design and the structure design.
The rchitecture desigh part: First determine the preliminary scheme, including column spacing, the height and room function.After determining the scheme, use the TIANZHENG software completed the ichnography of each layer, and roofing drainage plan, facade, side elevation, cutaway and detail drawings.
The structure design: First determine structure using cast-in-place reinforced concrete frame structure, roof and floor adopts the cast-in-place structure.Then beam plate column dimension, the determination of strength of concrete and steel grade, material and size is determined using PKPM software structure layout drawing.Plate reinforcement results is obtained by computer software.After selecting a load and to calculate its cross and PK file form a cross load are compared.After completion, the calculation of a common framework for the design of overall structure, mainly in the SETWE, and the cycle ratio, displacement ratio, axial compression ratio three indexes to judge, judge whether results qualified.Finally draw the JCCAD independent foundation under column.Finally completed the beam plate column method construction drawing, foundation construction drawing and stair reinforcement figure drawing
KeyWords：ferroconcrete；anti-seismic；construction；structural design；construction drawing
目录
1建筑方案设计 2
1.1 设计依据 2
1.2 设计要求 3
1.3 建筑设计方案 3
2 结构方案的确定 5
2.1 设计要求 5
2.2 结构设计方案 5
3 楼屋面荷载与配筋计算 6
3.1 楼屋面荷载计算 6
3.2 电算屋面、楼面配筋 7
4 代表性框架的设计 23
4.1 计算单元的选定 23
4.2 梁、柱线刚度计算 25
5．荷载计算 26
5.1 恒载标准值计算 26
5.2 活载标准值计算 32
6 手算结果和电算结果对比