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摘要：本设计为宁波大学教学楼建筑结构设计，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revit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。48109
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。
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
NingBo university school building structure design
Abstract：The project of ningbo university teaching 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 6
1.1 设计依据 6
1.1.1 相关规范 6
1.1.2 任务书要求 6
1.2 设计要求 6
1.3 建筑设计方案 7
1.3.1 平面设计 7
1.3.2 立面设计 8
1.3.3 剖面设计 8
1.3.4 楼屋面设计 9
2 结构方案设计 10
2.1 设计依据 10
2.2 设计要求 10
2.3 结构设计方案 11
2.3.1 确定结构类型及抗震等级 11
2.3.2 结构布置方案 11
2.3.3 材料选择