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摘要：本设计为苏州某物流有限公司配套用房结构设计结构：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。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。48417
毕业论文关键词： 钢筋混凝土框架；施工图；结构设计
A logistics Co., Ltd. Suzhou supporting the use of building structure design
Abstract：The project of a logistics Co., Ltd. Suzhou supporting the use of building structure design.
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；；construction；construction drawing.
目 录
1 结构方案设计 4
1.1 设计依据 4
1.2 设计要求 4
1.3 结构设计方案 4
1.3.1 确定结构类型及抗震等级 5
1.3.2 结构布置方案 5
1.3.3 材料选择 5
2 楼屋面荷载与配筋计算 6
2.1 楼屋面荷载计算 6
2.1.1 办公室及走廊 6
2.1.2 不上人屋面 6
2.2 电算屋面、楼面配筋 7
3 内力计算 14
3.1 竖向荷载计算 14
3.2 水平荷载计算 16
3.2.1 风荷载计算 17
3.2.2 地震荷载计算 18
3.3 框架内力电算 19
3.3.1 恒载作用 20
3.3.2 活载作用 23
3.3.3 风荷载 22
3.3.4 地震作用 26
3.4 内力组合结果 27
3.5 梁间荷载计算 31
4 整体结构的设计 33
4.1 设计参数 33
4.2 设计结果