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土木工程毕业设计计算书完整版(带图、表).doc
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XXXX 届土木工程专业毕业设计(论文)
摘 要
本设计为汇锦集团写字楼(B 座)设计,设计层数为 7 层,结构形式
选用多层混凝土框架结构,建筑总面积 5987.52
2
m
。
钢筋混凝土多层框架结构作为一种常用的结构形式, 具有传力明确、
结构布置灵活、抗震性和整体性好的优点, 目前已被广泛地应用于各类多
层的工业与民用建筑中。
建筑设计部分包括平面设计、立面设计、剖面设计,楼梯设计,屋面
设计及建筑构造。本设计为商务写字楼设计,一层除设门厅、办公室外,
还设有消防控制室、打印室、配电室、电话总机房等功能房间;二层以上
多为办公室、配有资料室、茶水休息间、一般会议室及功能会议室,每层
设有两部双跑普通楼梯、两部消防电梯等,并要满足防火要求。屋面为上
人屋面。
结构计算部分包括横向水平地震作用下的框架设计和基础设计。在确
定框架布局之后,先进行了层间荷载代表值的计算,接着利用顶点位移法
求出自振周期,进而按底部剪力法计算水平地震荷载作用下大小,进而求
出在水平荷载作用下的结构弯矩、剪力、轴力。接着计算竖向恒载及活荷
载作用下的结构内力,找出最不利的一组或几组内力组合,内力的组合可
以使用 excel、力学计算器软件计算。选取最安全的结果计算配筋并绘图。
梁的配筋尽量一致,柱的配筋尽量一致。结合本设计结构的实际特点,基
础选用桩基础,楼梯则采用板式楼梯。
通过本积极、独立的完成本次毕业设计使我能系统地总结,综合地运
用所学的理论知识和专业知识来解决实际的工程设计问题,并能进一步加
强我的建筑设计和结构设计的能力,是为今后的实际工作做出的必要的准
备。
关键词:商务写字楼;钢筋混凝土;框架结构;抗震设计
XX: 汇锦集团写字楼(B 座)设计
2
ABSTRACT
This design is the Huijin Group’s Office Building ,it is 7-floor. The total
architectural area is about 6000 square meters and the structure of this building
is steel reinforced concrete frame structure.
Multi-storey reinforced concrete frame structure is a common structure
form, has definite force transmission structure, flexible layout, seismic
resistance and good integrity advantages, industrial and civil construction has
been widely used in various layers of.
During the architectural design stage, the plane design, vertical plane
design, the cross-section design, the stair design, the roof design and architect
structure are made. his design is business office design, a layer except set Hall,
and Office outside, also has fire control room, and print room, and distribution
room, and phone switchboard room, features Room; II layer above more is
Office, and enjoy has library, and tea rest between, and General room and the
features room, each layer has two Department double run General stairs, and
two Department fire elevator,, and to meet fire requirements. Roofing is can
touch the roof.
The structural calculation and design part includes the calculation and
design of one floor concrete plate namely beam and column, one staircase and
foundation. When the direction of the frames is determined, firstly the weight
of each floor is calculated. Then the vibrate cycle is calculated by utilizing the
peak- displacement method, then the amount of the horizontal seismic 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 bending moment, shearing force and axial force in the
structure under the horizontal loads can be easily calculated. After the
XXXX 届土木工程专业毕业设计(论文)
determination of the internal force under the dead and live loads, the
combination of internal force can be made by using the Excel software ,
Mechanical calculator, whose purpose is to find one or several sets of the most
adverse internal force of the wall limbs and the coterminous girders, which will
be the basis of protracting the reinforcing drawings of the components. The
steel design of beams and columns are adjusted to be the same as soon as
possible. According to the structural characteristic of this building, the strip
foundation is used because of its good integrity. The stair case adopts concrete
plate stair case.
Through the active, independent completion of the graduation design, so
that I can systematically summarized, design to solve the problem of the
practical application of the theory of knowledge and expertise in engineering
comprehensively, and to further strengthen the capacity building design and
structure design of mine, was made for practical work in the future the
necessary preparations.
KEY WORDS:Commercial Office;reinforced concrete structure;frame
structure
XXXX 届土木工程专业毕业设计(论文)
I
目 录
前言 .....................................................................................................................................1
第 1 节 建筑设计总说明 ...................................................................................................2
1.1 工程概况 ................................................................................................................2
1.2 设计依据 ..............................................................................................................2
1.3 模型初设 ..............................................................................................................3
1.4 门窗设计 ................................................................................................................4
1.5 装饰做法 ..............................................................................................................5
1.5.1 屋面做法 ...................................................................................................5
1.5.2 楼面做法 ...................................................................................................5
1.5.3 墙面装饰 ...................................................................................................6
第 2 节 结构设计 ...............................................................................................................7
2.1 设计条件 ................................................................................................................7
2.2 设计依据 ..............................................................................................................7
2.3 结构选型 ................................................................................................................7
2.4 承重方案 ..............................................................................................................8
2.5 施工方法 ..............................................................................................................9
2.6 结构布置 ............................................................................................................10
第 3 节 荷载计算 .............................................................................................................12
3.1 荷载标准值 ..........................................................................................................12
3.1.1 屋面荷载 ...................................................................................................12
3.1.2 楼面荷载 ...................................................................................................13
3.1.3 墙荷载 .......................................................................................................14
3.1.4 梁柱自重 ...................................................................................................15
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