土木工程毕业设计—教学楼设计—中英文摘要

第一篇：土木工程毕业设计—教学楼设计—中英文摘要

西北工业大学教学楼设计

学生姓名：曾凡亮

班级：土木0801

指导老师：马斌奇、丁怡洁

摘要：本教学楼共6层，层高43.6米，建筑面积约6687.7m2，建筑总高度21.60米，采用钢筋混凝土框架结构，抗震等级为二级，抗震设防烈度为8度，整个设计包括建筑设计和结构设计两部分。

建筑设计部分，首先根据建筑的使用功能确定建筑的初步布局，包括建筑体形及室内空间布置等，然后结合使用的材料、做法进一步确定具体尺寸和平、立面风格等。

结构设计部分，首先根据建筑设计、工艺使用要求、材料供应情况以及场地地质条件等确定结构布置方案，然后选取一榀典型框架进行设计计算。在明确计算简图的前提下，进一步确定框架承受的荷载，包括恒载、屋（楼）面活载，在此基础上进行框架内力计算（采用D值法计算风荷载作用下的内力，采用弯矩二次分配法计算竖向荷载作用下的内力）、内力组合、梁、柱和基础等构件的配筋计算以及风荷载作用下的侧移验算。

在上述工作的基础上，采用制图软件AutoCAD 2004绘制了建筑施工图和结构施工图。

关键词：钢筋混凝土框架结构；教学楼；建筑设计；结构设计。

Design of the teaching building in Northwestern Polytechnical University Student Name : Ceng Fanliang class of 0801: Civil Teacher: Ma Binqi, Ding Yijie, Abstract: the teaching building has 6 floors,43.6 meters tall, the building area of about 6687.7m2, building a total height of 21.60 meters, with reinforced concrete frame structure, seismic grade two, seismic fortification intensity is 8 degrees, the design consists of architectural design and structural design of two parts.Part of the architectural design, according to the construction of the first use of function determine the initial layout of the building, including the building shape and layout of the indoor space, and then use a combination of materials, practice further determine the specific size peace, elevation style.Structure design part, firstly according to the architectural design, process, materials supply and requirements for the use of the site geological conditions determine the layout of the structure, and then selects a pin typical framework design.In the explicit calculation diagram under the premise, further determining the frame under load, including dead load, live load house(floor)surface, on the basis of calculation of internal forces of frame(the D value method to calculate the wind load, the moment two methods of distribution to calculate vertical load under the action of internal force, internal force)combination, beam, column and foundation member reinforcement calculation and wind load under the lateral displacement calculation.On the basis of the above work, using graphics software AutoCAD 2004drawing construction plans and construction plans.Keywords: reinforced concrete frame structure;teaching building;architectural design;structure design.

第二篇：土木工程毕业设计结论与摘要

结 论

通过为期两个月的毕业设计，总的体会可以用一句话来表达，纸上得来终觉浅，绝知此事要躬行！。

以往的课程设计都是单独的构件或建筑物的某一部分的设计，而毕业设计则不一样，它需要综合考虑各个方面的工程因素，诸如布局的合理，安全，经济，美观，还要兼顾施工的方便。这是一个综合性系统性的工程，因而要求我们分别从建筑，结构等不同角度去思考问题。

在设计的过程中，遇到的问题是不断的。前期的建筑方案由于考虑不周是，此后在指导老师及教研室各位老师和同学们的帮助下，通过参考建筑图集，建筑规范以及各种设计资料，使我的设计渐渐趋于合理。

在计算机制图的过程中，我更熟练操作AutoCAD、天正建筑等建筑设计软件。在此过程中，我对制图规范有了较为深入地了解，对平、立、剖面图的内容、线形、尺寸标注等问题上有了更为清楚地认识。

中期进行对选取的一榀框架进行结构手算更是重头戏，对各门专业课程知识贯穿起来加以运用，比如恒载，活载与抗震的综合考虑进行内力组合等。开始的计算是错误百出，稍有不慎，就会出现与规范不符的现象，此外还时不时出现笔误，于是反复参阅各种规范，设计例题等，把课本上的知识转化为自己的东西，使其更接近于实际工程。

后期的计算书电脑输入，由于以前对各种办公软件应用不多，以致开始的输入速度相当的慢，不过经过一段时间的练习，日趋熟练。

紧张的毕业设计终于划上了一个满意的句号，从四月份至今，回想起过去两个多月的设计收获是很大的，看到展现在眼前的毕业设计成果，不仅使我对四年来大学所学专业知识的进行了一次比较系统的复习和总结归纳，而且使我真正体会了设计的艰辛和一种付出后得到了回报的满足感和成就感。同时也为以后的工作打下了坚实的基础，也为以后的人生作好了铺垫。

因此，通过本毕业设计，掌握了结构设计的内容、步骤、和方法，158 全面了解设计的全过程；培养正确、熟练的结构方案、结构设计计算、构造处理及绘制结构施工图的能力；培养我们在建筑工程设计中的配合意识；培养正确、熟练运用规范、手册、标准图集及参考书的能力；通过实际工程训练，建立功能设计、施工、经济全面协调的思想，进一步建立建筑、结构工程师的责任意识。

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参考文献

[1] 李国强，李杰.建筑结构抗震设计.北京：中国建筑工业出版社出版，2002；27－38 [2] 沈蒲生，梁兴文.混凝土结构原理.北京：高等教育出版社出版，2002：34－94 [3] 同济大学，西安建筑科技大学.东南大学，重庆建筑大学.房屋建筑学.北京：中国建筑工业出版社，1999：

[4] 陈文斌、章金良.建筑工程制图.上海：同济大学出版社，1996； [5] 陈希哲.土力学地基基础.北京；清华大学出版社，2003； [6] 朱育万.土木工程制图.北京：高等教育出版社，2000； [7] 龙驭球.结构力学.北京：高等教育出版社，2002；

[8] 沈蒲生，苏三庆.高等学校建筑工程专业毕业设计指导.北京：中国建筑工业出版社，2000、6；

[9] 梁兴文、史庆轩.土木工程专业毕业设计指导.北京：科学出版社，2002；

[10] 中华人民共和国建设部.建筑结构荷载规范.北京：中国建筑工业出版社，2002；

[11] 中华人民共和国建设部.混凝土结构设计规范（GB 50010-2002）.北京：中国建筑工业出版社，2002；

[12] 中华人民共和国建设部.建筑地基基础设计规范（GB 50007-2001）.北京：中国建筑工业出版社，2002；

[13] 中华人民共和国建设部.建筑抗震设计规范（GB 50011－2001）.北京：中国建筑工业出版社，2002；

[14] 中华人民共和国建设部.混凝土结构设计规范（GB 500010-2002）.北京：中国建筑工业出版社，2002；

[15] 中华人民共和国建设部，层民用建筑设计防火规范（GB50045-1995）.北京： 中国建筑工业出版社，2001；

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致 谢

毕业设计即将结束，全职的学生生活也随之画上句号。即将走上社会的我，回想大学的生活感慨颇多。在这四年的时间里，认识了很多老师和同学，不论是在生活方面还是在学习方面，他们都给了我很大的帮助。通过这几年的学习，我不仅学到了许多文化知识，而且在做人和为人处世方面也深有所得，在毕业离校之际，深深地向他们表达我最真诚的谢意！

在整个毕业设计期间，因为有了你们的帮助和支持，我才把一个系统的、从来没有上手的课题，圆满地完成。正是因为有了你们的帮助，才让我不仅学到了本次课题所涉及的新知识，更让我感觉到了知识以外的东西，那就是团结的力量。

在这次毕业设计中，我首先要感谢我的指导老师，她的严谨求实的治学态度、高度的敬业精神、兢兢业业、孜孜以求的工作作风对我产生重要影响。她们用自己的言行来告诉我们应以什么样的心态去学习、去工作。是她们的鼓励和帮助才使我顺利完成设计。在毕业设计过程中，教研室所有的老师都给我极大的帮助。在此，向他们表达深深的谢意。

最重要的是我还要深深地感谢我的父母，她们为我默默操劳支持我读完了大学，他们不辞劳苦的精神，成为我永远前进的动力！我将倍加努力，在新的工作岗位上，用优异的成绩来感谢帮助过我的人。

最后，再次感谢母校和老师们。

致谢人：吕冈奎

2007-6-10

161

第三篇：土木工程毕业设计目录及摘要

延安市政府办公楼

摘 要

本工程为政府办公楼工程，采用框架结构，主体为六层，本地区抗震设防烈度为8度，近震，场地类别为II类场地。主导风向为西南，基本风压0.40KN/M，基本雪压0.25 KN/M。楼﹑屋盖均采用现浇钢筋混凝土结构。

本设计贯彻“实用、安全、经济、美观”的设计原则。按照建筑设计规范，认真考虑影响设计的各项因素。根据结构与建筑的总体与细部的关系。

本设计主要进行了结构方案中横向框架第12轴抗震设计。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震周期，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内力（弯矩、剪力、轴力）。接着计算竖向荷载（恒载及活荷载）作用下的结构内力。是找出最不利的一组或几组内力组合。选取最安全的结果计算配筋并绘图。此外还进行了结构方案中的室内楼梯的设计。完成了平台板，梯段板，平台梁等构件的内力和配筋计算及施工图绘制。对楼板进行了配筋计算，本设计采用桩基础，对基础承台和桩进行了受力和配筋计算。

整个结构在设计过程中，严格遵循相关的专业规范的要求，参考相关资料和有关最新的国家标准规范，对设计的各个环节进行综合全面的科学性考虑。总之，适用、安全、经济、使用方便是本设计的原则。设计合理可行的建筑结构方案是现场施工的重要依据。

关键词： 框架结构，抗震设计，荷载计算，内力计算，计算配筋

I

Luoyang City West office building

ABSTRACT

This works for the city of Luoyang West office building, a framework structure for a six-storey main, in the region earthquake intensity of 8 degrees near Lan site classification as Class II venues.Led to the southwest direction, the basic Pressure 0.40 KN / M, basic snow pressure 0.25KN/M.Floor roof were using cast-in-place reinforced concrete structure.The design and implement “practical, security, economic, aesthetic,” the design principles.With the architectural design, design seriously consider the influence of the various factors.According to the structural and architectural detail and the overall relationship.The design of the main structure of the program horizontal framework 12-axis seismic design.In determining the distribution framework, the first layer of representative value of the load, Then use vertex from the displacement method for earthquake cycle, and then at the bottom of shear horizontal seismic load calculation under size, then calculated the level of load under the Internal Forces(bending moment, shear and axial force).Then calculate vertical load(constant load and live load)under the Internal Forces.Identify the most disadvantaged group or an internal force several combinations.Select the best safety results of the reinforcement and Mapping.In addition, the structure of the program indoor staircase design.Completion of the platform boards, boards of the ladder, platform beam component and the reinforcement of internal forces calculation and construction mapping.On the floor reinforcement calculation, the use of pile foundation design, foundation and pile caps for the force and reinforcement calculation.II

The whole structure of the design process, in strict compliance with the relevant professional standard, reference to relevant information and the latest national standards and specifications, and design of the various components of a comprehensive scientific considerations.In short, application, security, economic and user-friendly design is the principle.Design reasonable and workable structure of the program is the construction site of the important basis for the construction.KEY WORDS:Frame

Structure,Seismic

Design，Load Calculation，Internal force calculation，Calculation reinforcement

III

符 号

Ec －混凝土弹性模量；

C20－表示立方体强度标准值为20N/mm2的混凝土强度等级； N－轴向力设计值； M－弯矩设计值； V－剪力设计值； A－构件截面面积； I－截面惯性矩；

Gk－永久荷载标准值； QK－可变荷载标准值；

G－永久荷载分项系数；

Q－可变荷载分项系数；

Fek－结构总水平地震作用标准值；

GE、Geq－地震时结构的重力荷载代表值、表值；

T－结构自振周期；

RE－承载力抗震调整系数；

－构件长细比；

fak－地基承载力特征值； H0－基础高度；

d－基础埋置深度，桩身直径；

－土的重力密度；

k－风荷载标准值；

Fn－结构顶部附加水平地震作用标准值；

u－楼层层间位移；

e－偏心距；

Asv－箍筋面积； B－结构迎风面宽度；

h0－截面有效高度；

IV

等效总重力荷载代

AS－受拉区、受压区纵筋面积。

目 录

前言 ··················································· 错误！未定义书签。第1章 工程概况 ································· 错误！未定义书签。第2章 结构布置及计算简图 ············· 错误！未定义书签。§2.1结构布置及梁,柱截面尺寸的初选 错误！未定义书签。

§2.1.1梁柱截面尺寸初选 ··········· 错误！未定义书签。§2.1.2结构布置 ··························· 错误！未定义书签。§2.2框架计算简图及梁柱线刚度 ································· 6

§2.2.1确定框架计算简图 ········································· 6 §2.2.2框架梁柱的线刚度计算 ································· 8

第3章 荷载计算 ······························································· 8 § 3.1荷载计算 ································································ 8

§3.1.1 屋面及楼面恒荷载计算 ····························· 9 §3.1.2 屋面及楼面活荷载计算 错误！未定义书签。§3.1.3 梁，柱，墙，门窗重力荷载的计算 ········· 9

第4章 框架梁柱的线刚度计算 ····································· 12 §4.1框架梁柱的线刚度计算 ········ 错误！未定义书签。

§4.1.1 框架梁柱的线刚度计算·························· 13 §4.1,2 梁柱的线平均刚度比 ······························ 13

第5章 横向水平荷载作用下的框架内力计算 错误！未定义书签。

§5.1重力荷载代表值计算 ··············· 错误！未定义书签。

§5.1.1墙自重 ··························································· 16 §5.1.2梁，柱，墙，板，门窗重力荷载标准值 ··· 19 §5.1.3集中与各楼层处的重力荷载代表值计算 ··· 21 §5.2水平地震作用下框架内力合侧移的计算 ··········· 23 §5.2.1横向自振周期 ··············································· 23 §5.2.2水平地震作用 ··················· 错误！未定义书签。

V

§5.2.3水平地震作用下框架内力计算错误！未定义书签。

§5.3横向凤荷载作用下框架结构内力和侧移计算 ··· 错误！未定义书签。

§5.3.1凤荷载标准值 ··················· 错误！未定义书签。

§5.3.2风荷载作用下的水平位移验算 ··············· 35 §5.3.2凤荷载作用下的框架结构的内力计算 ··· 35

第6章竖向荷载作用下内力计算 ··································· 42

§6.1框架结构的荷载计算 ······································· 42 §6.2.1板传荷载计算 ··········································· 42 §6.2恒荷载作用下框架的内力 ······························· 45

§6.2.1恒荷载作用下框架的弯矩计算 ··············· 49 §6.3活荷载作用下框架的内力 ······························· 55

§6.3.1活载作用下的框架内力 ··························· 55 §6.3.2活荷载作用下框架的内力计算 ··············· 55 第7章 框架结构的内力组合 ········································· 64

§7.1框架结构梁内力组合 ··········· 错误！未定义书签。

§7.1.1框架结构梁的内力组合 错误！未定义书签。§7.1.2梁端弯矩控制值 ······································· 74 §7.1.3梁端截面组合的剪力设计值调整 ··········· 86 §7.2框架结构柱的内力组合 ··································· 86 §7.2.1框架结构柱的内力组合 ··························· 86 §7.2.2柱端弯矩设计值调整 ······························ 102 §7.2.3柱端截面组合的剪力设计值调整 ·········· 104 第8章 框架柱正、斜截面配筋计算 ···························· 105

§8.1框架柱的截面设计 ·········································· 105

§8.1.1框架柱截面设计 ······································ 105 §8.1.2柱斜截面受弯承载力计算 ······················ 119 §8.2框架梁的正，斜截面配筋计算 ······················ 119

§8.2.1正截面受弯承载力计算 ·························· 119 §8.2.2截面受弯承载力计算 ······························ 128

VI

第9章板配筋计算 ·························································· 130

§9.1板的配筋 ·························································· 130

§9.1.1设计资料 ·················································· 130 §9.1.2荷载计算 ·················································· 130 §9.1.3板的计算 ·················································· 130 第10章 楼梯计算 ·························································· 138

§10.1楼梯的设计 ···················································· 138

§10.1.1楼梯设计资料 ········································ 138 §10.2踏步板（TB-1）计算 ···································· 138

§10.2.1荷载计算 ················································ 139 §10.2.2斜截面内力计算 ···································· 140 §10.2.3截面承载力计算 ···································· 140 §10.3楼梯斜梁(TL-1)计算 ································ 140

§10.3.1荷载计算 ················································ 140 §10.3.2斜截面内力计算 ···································· 141 §10.3.3截面承载力计算 ···································· 141 §10.4休息平台（PB-2）计算 ································ 142

§10.4.1荷载计算 ················································ 142 §10.4.2平台板弯矩计算 ···································· 142 §10.4.3平台板配筋计算 ···································· 142 §10.5平台梁计算 ···················································· 143

§10.5.1荷载计算 ················································ 143 §10.5.2内力计算 ················································ 144 §10.5.3正截面承载力计算.······························ 146

第11章 基础配筋计算 ·················································· 146

§11.1桩基础的设计及验算 ···································· 147 §11.1.1桩设计资料 ············································ 147 §11.1.2确定桩的规格数量及初定承台的尺寸 147 §11.1.3单桩竖向承载力特征值 ························ 147 §11.1.4确定桩的数量 ········································ 147 §11.1.5桩承台的设计 ········································ 147

VII

§11.1.6单桩承载力的验算 ································ 147 §11.1.7偏心荷载验算 ········································ 147 §11.1.8楼梯设计资料 ············· 错误！未定义书签。§11.2承台的结构计算 ············································ 149 §11.2.1承台高度验算 ········································ 149 §11.2.2柱对承台的冲切验算 ···························· 149 §11.2.3角柱对承台的冲切验算 ························ 150 §11.2.4承台抗剪承载力验算 ···························· 150 §11.3基础配筋计算 ················································ 150 §11.3.1承台配筋 ················································ 150 §11.3.2桩身配筋 ················································ 151 §11.4中桩基础的设计 ············································ 152 §11.4.1桩设计资料 ············································ 152 §11.4.2确定桩的规格数量及初定承台的尺寸 152 §11.4.3单桩竖向承载力特征值 ························ 152 §11.4.4确定桩的数量 ········································ 154 §11.4.5桩承台的设计 ········································ 154 §11.4.6单桩承载力的验算 ································ 154 §11.4.7偏心荷载验算 ········································ 154 §11.5中桩承台的结构计算 ···································· 155 §11.5.1承台高度验算 ········································ 155 §11.5.2柱对承台的冲切验算 ···························· 155 §11.5.3角柱对承台的冲切验算 ························ 155 §11.5.4承台抗剪承载力验算 ···························· 155 §11.6基础配筋计算 ················································ 156 §11.6.1承台配筋 ················································ 156 §11.6.2桩身配筋 ················································ 157 第12章 结论 ·································································· 158 参考文献 ·········································································· 160 致 谢 ················································································ 161 外文资料译文 ·································································· 162

VIII

IX

第四篇：土木工程专业毕业论文中英文摘要

XX大学毕业设计（论文）

摘要

本文主要针对新建铁路精伊线莫仁至阿恰勒段的初步设计及相关程序设计。设计的具体内容由以下几个部分组成：结合地形、地质条件，在带状等高线地形图上，按初步设计的步骤，选定线路的基本走向，并进行路基设计，包括线路的平面定线、平面设计、纵断面设计、横断面设计、路基土石方计算程序设计、平面坐标计算程序设计、及相关外文科技文献翻译一篇。

平面定线过程中，根据坡度的变化，注意紧坡地段和缓坡地段的定线要求及定线技巧，在设计过程中，由于两站之间有较大的高程差，所以为了减少挖方量和争取最大高程，线路采用较大的坡度上坡，并注意使直线与曲线相互协调，充分考虑夹直线和缓和曲线长度的要求；纵断面设计中，注意最大坡度、坡段长度、坡段连接与坡度折减等问题，在变坡点处应合理设置竖曲线 ；在平面坐标计算程序设计中，对两种方法进行比较，采用Fortran语言编制计算程序；在横断面设计过程中，考虑曲线地段路基面加宽等问题。

整个设计分几个阶段进行，每一阶段的工作都需要综合考虑、精心设计。设计的前后都要进行必要的比较、检算，符合标准以后，提交有关设计成果，完成设计。

关键词：平面纵断面竖曲线路基横断面

XX大学毕业设计（论文）

Abstract

The article aims in designing new-built railway preliminarily for JingYi line from Moren to Aqiale section and relevant programs.The concrete contents of the design are as follows : Following the procedures of preliminary design , combine the topography、geology condition , select the basic trend of the line on the topographic map of belt contour , and start the subgrade design，including level location、level section design、profile design、cross section design、subgrade cubic meter of earth and stone calculation program and design、level coordinate calculation program of line and design、translating a relevant foreign technological bibliography.During the course of level location, follow the gradient changes to locate the line;pays attention to the tight slope land sector and the gentle slope land sector decides the line request and decides the line skill, in design process between, because two stands has a bigger elevation difference, therefore in order to reduce the volume of excavation the quantity and strives for the maximum elevation, the line uses an greater slope uphill, and the attention causes the straight line and the curveinter coordination, the full consideration clamps the straight line to be gentle and the length of curve request;In profile design , we must pay attention to the maximum grade、the connection of grade section and compensation of gradient etc;On the grade change point, we should dispose the vertical curve reasonably.During the course of level coordinate calculation program and design, compare thee two methods and use the C Language to program;In the cross section design, consider the problems of broadening subgrade on curve section.The whole design is divided into several stages to conduct.Every stage requires integrated consideration and careful design.The essential comparison and checkout both are required to do before and after designing.When the design conforms to the standard, submit relevant achievements of design, and then finish the design

Key Words:Level section、Profile、Vertical curve、Subgrade、Cross Section-2-

第五篇：湖南大学建筑工程毕业设计-中英文摘要。。

General Design Specification

1.Survey of the buiding This building is an office building named Xing Cheng, which is to be located in the urban area in the city of Changsha.It is used for management, finance, general affairs and technical service.The building has ten stories and one story of basement.Designing company : Xing Cheng Architecture building design institute Constructiong company : Zhi Peng the corporation of the Art of Architecture Quality monitor : Jian Hua quality controlling company 2.Specification of Architectural Design The total area of this project is 6602.6m2.The building, with ten stories, the dimension of which is 40.4m × 14.5m , and its total height is 31.5m.Among these ten stories, the height of the sub-story and initial story is 4.2m while the height of the second to the tenth one is 3.0m.The first ground are used to go on finance, The rest are used to handle official and finance businesses.Construction Class : This construction belongs to the first class building.Earthquake-resistant intensity of the construction is 7 degree and

Fire-resistance rate of that is the second grade.Waterproof :

roof : the second grade Architectural Decoration : Considering the harmony between this office building and the other ones around, we adopt white ceramic tiles for thesurface of the exterior wall.The surface of the floor is made of Marble in in office room and conference room.The surface of the internal wall is brushed the latex.Waterproof-layer consists of APP modified bitumen membrane

3.Specification of Structural Design The foundation of the building uses independent footing.The difference between the interior level and exterior level is 0.3m.The structure system of this building is Reinforced concrete frame structure.According to 《Code for Seismic Design of Buildings》(GB50011-2001), the grade of the earthquake resistant for the frame structure is the second grade.Cross section size of the elements : column, 850mm×850mm、600mm×600mm;frame girder, 300mm×600mm.Disposal of junior beams which cross section size is 300mm×500mm follows vertical direction simply.The thicknesses of the roof slab is 120mm while the floor's is 100 mm too.The thickness of the shear wall around elevator shaft is 200mm.the walls are made of hollow concrete block.The main method of calculation: the Iteration is used to compute the interior force which under the vertical loads.The interior force which is made by the horizontal loads is calculated by D-value method.Critical materials :

1、Concrete: Foundation-bed

C10

Foundation, foundation beams, beams, boards and column

C30

2、Steel: Reinforcing steel bar is HRB335(fy =300N/mm2)

Stirrup is HPB235(fy =210N/mm2)

Reinforcement in girder and shear wall should overlap, which must meet the design requirements.Welding position and anchorage length must conform to what is prescribed in design plan.Reinforcement cover: Beam

35mm;

Column

40mm;

Board

20mm.Load: Basic wind pressure

0.35kN/m2;

Basic snow pressure

0.40kN/m2;

Live load of roof

2.0kN/m2;

Live load of floor and hallway

4.5kN/m2.4.Specification of construction organization Utilization of water and electricity at the construction site can be connected from circuit and water pipe net that have existing consummately nearby.Preparation of everything including material and the construction machineries at site should be responsed by construction company.Proper yard arrangement must be made for material.Details of the arrangement can be found in construction plan.This project is high-rise building.During the construction, all measures that make sure security and quality must be paid more attention to and carried out exactly.Construction methods in detail of every partial project can be found in construction design book.5.Main design norms Code for design of concrete structure(GB50010-2002)Load code for the design of building structure(GB50009-2001)Code for seismic design of buildings(GB50011-2001)Code for design of building foundation(GB50007-2002)Technical specification for concrete structures of tall buildings(JGJ3-2002)Code for acceptance of constructional quality of concrete structures(GB50204-2002)The code of construction project management by enterprises of construction industry

(GB50326-2001)Unifiled standard for constructional quality acceptance of building engineering

(GB50300-2001)

毕业设计摘要

1.项目概况

本工程名为星城商业办公楼，工程选址位于长沙市市区内。本工程是一座集人员管理，金融商贸，事务所和技术服务等功能于一身的综合性商业办公楼，包括地上十层和一层地下室。

设计单位：长沙市星城建筑设计有限公司；

施工单位：长沙市志鹏建筑艺术发展公司；

监理单位：长沙市建华工程建设监理公司。2.建筑设计部分

本工程总建筑面积6602.6m2，房屋长40.4m，宽度为14.5m；房屋主体高度为31.5m。地下层和首层层高为4.2m，二至十层层高均为3.0m，一楼用于商业活动，其他楼层用于日常办公和商业事务。

本办公楼属于一类建筑，抗震设防烈度为7度，防火等级为二级，屋面防水采用二级防水。

建筑装修：为保证与周围建筑群的和谐一致，满足城市统一规划要求，本建筑外墙采用白色面砖装饰；楼地面装修：办公室、会议室等采用大理石地面；内墙面装饰以粉刷乳胶漆为主；防水层采用APP改性沥青防水卷材。3.结构设计部分

本工程采用柱下独立基础，室内外高差为0.3m。

本工程结构形式选用钢筋混凝土框架结构，根据《建筑抗震设计规范》(GB50011-2001)可知，本结构属于二级抗震。

主要构件截面尺寸：柱：850mm×850mm、600mm×600mm；框架梁：300mm×600mm；次梁： 300mm×500mm，仅沿纵向布置；屋面板和楼板的厚度分别为为120mm 及100mm。电梯井周围剪力墙厚200mm，外墙采用陶粒混凝土空心砌块砌筑。

主要计算方法：采用迭代法计算竖向荷载下的结构内力，采用D值法计算横向荷载作用下的结构内力。

主要材料选用：

混凝土：基础垫层采用C10混凝土，其它主要构件均采用C30混凝土；

钢筋：受力纵筋采用HRB335(fy =300N/mm2)，箍筋采用HPB235(fy =210N/mm2)。梁和剪力墙内钢筋的搭接必须满足设计要求；钢筋的焊接位置和锚固长度必须跟设计中的吻合。主要构件保护层厚度： 梁：35mm；柱：40mm；板：20mm。

设计荷载： 基本风压：0.35kN/m2； 基本雪压：0.40kN/m2；屋面活载：2.0kN/m2；楼面活载：4.5kN/m2。4.施工组织设计部分

施工工地需要的临时水电可以直接利用工地附近已有的电路和自来水网路。施工方应负责对所有建筑材料及施工机械做好充分准备，并修建合适的材料堆场，详见施工平面布置图。

本工程属于高层建筑，因此在施工过程中，要严格保证工程安全和工程质量，制定相关措施并严格执行。

其他各部分详细施工方案和要求见施工组织设计书。5.设计参考相关规范

《混凝土结构设计规范》(GB50010-2002)《建筑结构荷载规范》(GB50009-2001)《建筑抗震设计规范》(GB50011-2001)《建筑地基基础设计规范》(GB50007-2002)《高层建筑混凝土结构技术规程》(JGJ3-2002)《混凝土结构工程施工质量验收规范》(GB50204-2002)《建设工程施工项目管理规范》(GB50326-2001)《建筑工程施工质量验收统一标准》(GB50300-2001)