1、1本 科 毕 业 设 计安阳市第十一中学 6#教学楼建筑结构设计学院名称： 土木与建筑学院 专业班级： 土木工程 12-2 班 学生姓名： 学 号： 2摘要：该毕业设计题目是安阳市第十一中学 6#教学楼，建筑面积 4356m2，共 4 层：层高均为 3.6m。该设计主要有建筑设计和结构设计两部分组成。建筑设计主要是进行建筑平面、立面和剖面设计，根据任务书定出各层平面图及平面布置，并确定了构造和装修方式。结构设计包括建筑部分、结构部分、楼梯、基础等。其中计算包括框架梁、柱截面尺寸的选取以及线刚度的计算；恒载、活载、地震作用下梁端、柱端弯矩、剪力的计算；框架内力组合；框架梁柱配筋计算；楼板配筋计算
2、。楼梯采用钢筋混凝土板式楼梯；基础采用钢筋混凝土柱下独立基础和联合基础。整个方案设计基本符合设计和结构要求。 然后根据计算用 Auto-CAD 和天正建筑软件绘制平面图。然后用 PKPM 软件进行建造模型并导出结构施工图。3Abstract: The graduation project entitled “Anyang City No.11 Middle School Teaching Building # 6,“ building area 4356m2, a total of four layers: floors are 3.6m. The design mainly consists
3、 of architectural design and structural design of two parts. Architectural design is mainly for building plan, elevation and cross-sectional design, according to the mission statement and fix the layers layout plan and determine the structure and way of decoration. Structural design including constr
4、uction parts, structural parts, stairs, infrastructure and so on. Wherein calculating comprises a beam, select the line and calculate the stiffness of the frame column cross-sectional dimension; dead loads, live loads, beam ends column end moment, calculated shear earthquake; internal force combinat
5、ion; frame beam reinforcement calculation; floor reinforcement. Stairs slab of reinforced concrete stairs; using an independent basis and foundation of reinforced concrete columns under a joint basis. The entire design in line with the design and construction requirements. Then draw a plan with Auto
6、-CAD and Construction software Tengen calculated. Then PKPM to carry out the construction and export structure model construction drawings.4Abstract：This graduate design is , the Construction area of which is 4356m2 with five floors, and layers high 3.6m.This article contains construction design and
7、 structural design. In the architecture design parts, the relationships between function and form,building and site are considered in the scheme design. Designs of plan ,front elevation,section plane are completed in architecture design phase, details of decoration and conformation are also determin
8、ed in this part.The purpose of the design is to do the design in the longitudinal frames of axis 7. When the directions of the frames is determined, firstly the weight is calculated ,then the vibrate cycle is calculated by utilizing the peak-displacement method, making the amount of the horizontal s
9、eismic force can be got by way of the bottom-shear force method,the seismic force can be assigned according to the shearing stiffness of the frames of the different axis. Then the internal force (bending moment, shearing force and axial force) in the structure under the horizontal loads can be easil
10、y calculated. After the determination of the internal force under the dead and live loads, the combination of internal force can be made by using the Excel software, whose purpose is to find one or several sets of the most adverse internal force of the wall limbs and the coterminous girders, which w
11、ill be the basis of protracting the reinforcing drawings of the components. The design of the stairs is also be approached by calculating the internal force and reinforcing such components as landing slab, step board and landing girder whose shop drawings are completed in the end.Abstract:Design inc
12、ludes architectural design, structural parts, stairs, foundation. According to the task, the book set out the floor plan and plane layout. At the beginning of construction drawing design, including the design of the floor plan design, profile, elevation, staircases, roofs. The structure design, rein
13、forced beam, plate, column, including the stairs, foundation. Selects a pin frame is calculated, the calculation includes frame beam column section size selection and rigidity of the calculation; dead load, live load, under earthquake action at the end of beam and column end moment and shear force c
14、alculation; combination of internal forces of frame; frame beam column reinforcement calculation; slab reinforcement calculation. The use of reinforced concrete slab stairs; the foundation of the foundation and the foundation reinforced concrete columns. The whole design is in line with the requirem
15、ents of design and construction, has certain rationality.5目录目录 .1引 言 .5第一章 建筑总说明 .61.1 工程概况 .61.2 工程设计依据工程设计原始资料 .61.2.1 工程设计依据 .61.2.2 规范 .6第二章 现浇楼板设计 .72.1 单向板设计 .72.1.1 荷载计算 .72.1.2 计算简图 .82.1.3 内力计算 .82.2 双向板计算 .92.2.1 以 C 区格计算为例 .92.2.2 求跨内最大弯矩 .102.2.3 求支座最大弯矩 .102.2.4 配筋计算 .10第三章 楼梯结构设计 .133.
16、1 板式楼梯设计 .133.1.1 踏步板设计 .143.1.2 平台板（PTB1）设计 .153.1.3 LTL1 设计 .173.1.4 KJL1 设计 .183.1.5 TZ1 设计 .193.1.6 TZ1 下基础设计 .203.1.7 楼梯斜板下条形基础设计 .20第四章 一榀框架 .214.1 构件的尺寸及材料强度等级确定 .214.1.1 梁截面尺寸估算 .214.1.2 柱截面尺寸估算 .214.1.3 板尺寸估算 .214.1.4 材料强度等级确定 .214.2 框架的计算简图 .224.2.1 荷载统计 .224.3 屋面和楼面活荷载标准值 .244.3.1 雪荷载标准值
17、.244.3.3 楼面框架节点集中荷载标准值 .264.4 地震作用计算 .294.4.1 框 架 柱 的 抗 侧 移 刚 度 .304.4.2 框 架 自 振 周 期 的 计 算 .324.4.3 框架内力计算 .344.5 风荷载 .3864.5.1 风荷载计算 .384.6 框 架 内 力 组 合 .444.6.1 荷载组合 .444.6.2 弯矩调幅 .444.6.3 弯矩调幅计算 .454.7 框架梁柱截面设计 .544.7.1 承载力抗力调整系数 .544.7.2 梁的正截面承载力计算 .544.7.3 梁斜截面承载力计算 .574.7.4 框架柱正截面设计 .584.7.5 柱正
18、截面承载力计算 .594.7.6 柱斜截面承载力计算 .68第五章 基础设计 .748.1 荷载计算 .755.2 基底尺寸 .765.2.1 A 柱基础基底尺寸 .765.2.2 BC 柱联合基础基底尺寸 .775.3 基础高度 .785.3.1 A 柱基础高度 .785.3.2 BC 柱联合基础高度 .795.4 基础配筋 .795.4.1 A 柱基础配筋 .795.4.2 BC 柱联合基础配筋 .798.5 基础连梁 .805.5.1 纵向连梁 .805.5.2 横向连梁 .81结 论 .83致 谢 .84参考文献 .857安阳市第十一中学 6#教学楼摘要：该毕业设计题目是安阳市第十一中
19、学 6#教学楼，建筑面积 4356m2，共 4 层：层高均为 3.6m。该设计主要有建筑设计和结构设计两部分组成。建筑设计主要是进行建筑平面、立面和剖面设计，根据任务书定出各层平面图及平面布置，并确定了构造和装修方式。结构设计包括建筑部分、结构部分、楼梯、基础等。其中计算包括框架梁、柱截面尺寸的选取以及线刚度的计算；恒载、活载、地震作用下梁端、柱端弯矩、剪力的计算；框架内力组合；框架梁柱配筋计算；楼板配筋计算。楼梯采用钢筋混凝土板式楼梯；基础采用钢筋混凝土柱下独立基础和联合基础。整个方案设计基本符合设计和结构要求。 然后根据计算用 Auto-CAD 和天正建筑软件绘制平面图。然后用 PKPM
20、软件进行建造模型并导出结构施工图。关键词: 办公楼 框架结构 建筑设计 结构设计 地震作用 8An-yang municipal office building structure designAbstract:Design includes architectural design, structural parts, stairs, foundation. According to the task, the book set out the floor plan and plane layout. At the beginning of construction drawing desi
21、gn, including the design of the floor plan design, profile, elevation, staircases, roofs. The structure design, reinforced beam, plate, column, including the stairs, foundation. Selects a pin frame is calculated, the calculation includes frame beam column section size selection and rigidity of the c
22、alculation; dead load, live load, under earthquake action at the end of beam and column end moment and shear force calculation; combination of internal forces of frame; frame beam column reinforcement calculation; slab reinforcement calculation. The use of reinforced concrete slab stairs; the founda
23、tion of the foundation and the foundation reinforced concrete columns. The whole design is in line with the requirements of design and construction, has certain rationality.Key words：Office building Frame structure The architectural design The structure design Seismic action 9引 言毕业设计是大学培养目标实现的重要阶段，是毕业前的综合学习阶段，是深化、拓宽、综合教和学的重要过程，是对大学期间所学专业知识的全面总结。本人毕业设计题目为安阳市第十一中学 6#教学楼结构设计。设计包括建筑设计和结构设计。在
