树人木业有限公司办公楼设计毕业论文毕业设计-土木工程论文网

摘要

本工程为南京市树人木业有限公司办公楼工程，主体结构为5层，总层高18.0m，建筑总面积为4495m²，采用钢筋混凝土框架结构。本次毕业设计的内容包括办公楼的建筑与结构设计、施工组织设计。

建筑设计部分，在给定的设计要求内，对内部使用空间进行划分，经过合理布置后，运用 AutoCAD 软件绘制主平面图、立面图、剖面图。结构设计部分，首先根据建筑施工图和结构构件布置的原则确定结构构件布置方案。并根据结构方案和有关国家规范，进行结构设计并进行 PKPM 电算。通过电算对整体结构进行计算分析。第二阶段为结构手算部分，选取一榀框架，计算一榀框架在恒荷载、活荷载、风荷载和地震荷载作用下的内力，根据计算内力进行框架梁柱的截面设计。并进行基础、楼梯等设计。最后进行施工组织设计的编制，对施工现场平面布置、劳动力资源配置和施工进度等进行安排。

关键词：框架结构；结构布置；建筑设计；荷载统计

ABSTRACT

The subject of this graduation project is the architectural，structural and construction design of Shuren wood industry Company office building，which located in Nanjing，Jiangsu Province.The total height of the building is 18.0m.The building is a multiplayer frame structure， it’s area is about 4495 square meter.

The part of Architectural design，within a given design requirements for internal use space to be divided，after reasonable layout，using AutoCAD software to draw masterplans， elevations，sections.The part of structural design，the first phase is the arrangement of structural elements，which are arranged according to the drawings and the principles of construction.Then determining the structure of the program.Designing structural and PKPM Computing，according to the structure and relevant national standards.To calculate and analyze the whole structure by PKPM.The second stage is the manual calculation of the structure，select one frame，Specimens of the framework to calculate a constant load， live load， wind load and seismic loads of force，according to the calculation of internal forces carried out a cross-sectional design of the frame.And foundation，stairs and other designs.Finally，the Construction design.

Key words： Frame structure; structural design; architectural design; load calculation

前言.........................................................................................................................................			1
1	建筑设计.........................................................................................................................		2
	1.1	工程概况................................................................................................................	2
	1.2	设计依据................................................................................................................	2
	1.3	设计要点及方案特点............................................................................................	2
		1.3.1 主要功能空间及布置原则..........................................................................	2
		1.3.2 建筑平面设计..............................................................................................	3
		1.3.3 建筑立面设计..............................................................................................	3
		1.3.4 屋面排水及地面防水..................................................................................	3
2	设计资料.........................................................................................................................		4
	2.1	地质、气象资料....................................................................................................	4
	2.2	抗震设防要求........................................................................................................	4
	2.3	结构材料选择........................................................................................................	4
	2.4	楼屋面做法............................................................................................................	4
	2.5	墙体做法................................................................................................................	5
3	结构布置方案.................................................................................................................		6
	3.1	结构体系的选择....................................................................................................	6
	3.2	结构的水平及竖向布置........................................................................................	6
	3.3	柱网布置及结构承重体系选择............................................................................	6
	3.4	主要构件尺寸及初步估算....................................................................................	6
4	手算一榀框架.................................................................................................................		7
	4.1	总述........................................................................................................................	7
	4.2	计算框架的选定....................................................................................................	7
	4.3	荷载统计................................................................................................................	8
		4.3.1 屋面均布恒荷载..........................................................................................	8
		4.3.2 楼面均布恒荷载..........................................................................................	8
		4.3.3 屋面均布活荷载..........................................................................................	8
		4.3.4 楼面均布活荷载..........................................................................................	8
		4.3.5 梁柱自重......................................................................................................	8
		4.3.6 墙体自重......................................................................................................	9
		4.3.7 计算重力荷载代表值..................................................................................	10

	4.4	框架侧移刚度计算................................................................................................	12
	4.5	风荷载作用下框架结构计算................................................................................	14
		4.5.1 风荷载标准值..............................................................................................	14
		4.5.2 风荷载作用下的水平位移验算..................................................................	15
		4.5.3 风荷载作用下框架结构内力计算..............................................................	16
	4.6	水平地震力作用下的框架内力计算....................................................................	20
		4.6.1 水平地震作用计算......................................................................................	20
		4.6.2 水平地震作用下的位移验算......................................................................	21
		4.6.3 水平地震作用下框架内力..........................................................................	22
	4.7	竖向荷载作用下的框架内力计算........................................................................	24
		4.7.1 楼板荷载计算..............................................................................................	24
		4.7.2 竖向荷载作用下的框架梁内力计算..........................................................	25
		4.7.3 竖向荷载作用下的柱端集中力计算..........................................................	26
		4.7.4 用力矩分配法计算框架弯矩......................................................................	28
	4.8	框架内力组合........................................................................................................	33
	4.9	构件截面设计........................................................................................................	38
		4.9.1 框架梁正截面计算......................................................................................	38
		4.9.2 框架梁斜截面设计......................................................................................	39
		4.9.3 框架柱配筋计算..........................................................................................	40
5	楼梯设计.........................................................................................................................		43
	5.1	总述........................................................................................................................	43
	5.2	设计资料................................................................................................................	43
	5.3	楼梯梯段板设计....................................................................................................	44
		5.3.1 荷载统计......................................................................................................	44
		5.3.2 截面计算......................................................................................................	44
	5.4	平台板设计............................................................................................................	45
		5.4.1 荷载统计......................................................................................................	45
		5.4.2 截面计算......................................................................................................	45
	5.5	平台梁设计............................................................................................................	46
		5.5.1 荷载统计......................................................................................................	46
		5.5.2 截面计算......................................................................................................	46
6	基础设计..........................................................................................................................		48
	6.1	总述........................................................................................................................	48

	6.2	设计资料................................................................................................................	48
	6.3	独立基础设计........................................................................................................	48
		6.3.1 基础顶部荷载的确定..................................................................................	48
		6.3.2 基础尺寸的确定..........................................................................................	49
		6.3.3 基础冲切验算..............................................................................................	49
		6.3.4 基础配筋计算..............................................................................................	50
7	结构设计总信息..............................................................................................................		51
	7.1	总述........................................................................................................................	51
	7.2	结构计算总信息....................................................................................................	51
	7.3	计算结果信息........................................................................................................	56
		7.3.1 楼层抗剪承载力、及承载力比值..............................................................	56
		7.3.2 刚度比..........................................................................................................	56
		7.3.3 刚重比..........................................................................................................	56
		7.3.4 周期比..........................................................................................................	57
		7.3.5 剪重比..........................................................................................................	57
		7.3.6 位移比..........................................................................................................	58
	7.4	SATWE分析结果图形显示..................................................................................	60
		7.3.6 底层柱轴压比图..........................................................................................	60
		7.3.6 梁挠度图......................................................................................................	60
8	施工组织设计.................................................................................................................		61
	8.1	编制说明................................................................................................................	61
		8.1.1 编制原则......................................................................................................	61
		8.1.2 编制目的......................................................................................................	61
		8.1.3 编制依据......................................................................................................	61
	8.2	工程概况................................................................................................................	62
		8.2.1 工程概况......................................................................................................	62
		8.2.2 建筑工程简介..............................................................................................	62
		8.2.3 结构工程简介..............................................................................................	62
		8.2.4 工程环境和施工条件..................................................................................	62
	8.3	施工准备................................................................................................................	63
	8.4	施工现场平面布置................................................................................................	64
		8.4.1 平面管理原则..............................................................................................	64
		8.4.2 平面管理计划和措施..................................................................................	64
		8.4.3 各阶段生产及生活设施建设......................................................................	64

	8.5	主要分部分项工程施工方案................................................................................	65
		8.5.1 测量工程......................................................................................................	65
		8.5.2 土方工程......................................................................................................	67
		8.5.3 钢筋工程......................................................................................................	68
		8.5.4 模板工程.......................................................................................................	69
		8.5.5 外脚手架工程...............................................................................................	70
	8.6	劳动力配置及计划................................................................................................	71
		8.6.1 劳动力资源组成..........................................................................................	71
		8.6.2 劳动力分配综合考虑因素..........................................................................	71
		8.6.3 施工总进度计划..........................................................................................	71
	8.7	季节性施工............................................................................................................	72
		8.7.1 雨季施工措施..............................................................................................	72
		8.7.2 高温施工措施..............................................................................................	72
	8.8	主要管理措施........................................................................................................	72
		8.8.1 技术管理措施..............................................................................................	73
		8.8.2 质量控制与管理措施..................................................................................	73
		8.8.3 安全管理措施..............................................................................................	73
结论........................................................................................................................................			74
致谢........................................................................................................................................			75
参考文献..................................................................................................................................			76

前言

毕业设计是大学本科教育过程中的重要阶段，是毕业前的综合实践阶段，是对大学期间所学专业知识的全面总结，是提升自身的专业技能、增加自己专业知识储备、丰富自身实际工程经验的一个重要手段。本次设计的内容为多层框架结构，是目前工程上住宅楼与办公楼的主要结构形式，这样一次完整的设计经历，可以提升从事相关工作的基本素质与专业技能。

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