湖南大学建筑工程毕业设计-中英文摘要。。

第一篇：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)

第二篇：建筑工程专业中英文摘要

摘要

1.项目概况

本工程名为楚汉大学图书馆，工程选址位于市郊区内。本工程集阅览室、书库、办公室、会议室、多功能厅于一体，主要为全校师生员工的教学和科研服务。施工单位：中国建筑第五工程局有限公司

设计单位：湖南大学建筑设计研究院

监理单位：湖南大学建设监理有限公司

2.建筑设计部分

本工程主楼为地上十层、地下一层的建筑，裙楼为二层建筑。本工程总建筑面积11743.51m2，房屋长65.070m，宽度为32.000m，房屋主体高度为41.4m。主楼地下室层高为4.8米，二三层层高3.3米，其余每层层高3.9米。裙楼一层层高为3.9米，二层层高为5.4米。室内外高差0.45 米,高差由台阶连接，室内地面标高为±0.000,建筑使用年限50年。

本图书馆属于一类建筑，抗震设防烈度为7度，耐火等级为一级，屋面防水采用二级防水，场地类别：Ⅱ类。

3.结构设计部分

基础：采用钢筋混凝土独立基础。

结构工程：钢筋混凝土框架结构体系，抗震设防烈度为7度，设计地震分组为一组，框架结构抗震等级为二级。

墙体：除外墙采用烧结多空砖外，其余墙体采用混凝土空心砌块，M5混合砂浆砌筑，墙厚240mm。

主要构件截面尺寸：柱：1100mm×1100mm；框架梁：400mm×800mm；次梁： 250mm×550mm，仅沿纵向布置；一层楼板和其余楼板的厚度分别为为160mm 及120mm。

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框架结构的内力和侧移。

主要材料选用： 混凝土：基础垫层采用C15混凝土，其它主要构件均采用C30混凝土； 钢筋：受力纵筋采用HRB400(fy360N/mm2)，箍筋采用HPB300(fy270N/mm2)。

设计荷载： 基本风压：0.35kN/m2； 基本雪压：0.45kN/m2；屋面活载：2.0kN/m2；楼面活载：2.5kN/m2；书库活载：5.0kN/m2。

4.施工组织设计部分

随着建筑业管理体制改革的深化，工程项目施工管理越来越受到人们的重视，其管理水平的高低成为制约企业生存与发展的第一要素，而质量、进度、成本控制是其中最为重要的管理要点。

本文以施工项目为实例，结合实际情况，对项目的各分部分项工程施工方案

进行了详细设计。运用进度控制的基本理论知识，从项目管理者的角度出发，对项目从开工准备到竣工验收全过程进行了系统的进度规划设计，使用横道图和网络图对进度计划进行分析，并根据实际情况提出了具体的保证进度计划实施的措施；质量和安全方面，制定了严格的技术、组织措施，针对施工项目中常见问题、重点问题进行了规划，建立相应的管理组织机构，以保证质量与安全计划得以很好的实现。

关键词：钢筋混凝土，框架结构，D值法，图书馆，施工项目管理，进度规划

ABSTRACT

1.Overview of the buiding

This building is named Chuhan University library, which is to be located in the suburb area.This building gathers the reading room, stack, office,conference room, multi-function hall at the integral whole and main contributes efforts to the teaching and research srevice of the entire school teachers and the students.Construction unit : China construction fifth engineering division corp.,LTD

Design unit : Hunan University Architecture building design institute

Supervision unit : Hunan University Construction Supervision Co.2.Specification of Architectural Design

The main building includes a basement and 10 storey building and the podium is a two-story building.The total area of this project is 12036m2.The building, with ten stories, the dimension of which is 65.070m × 32.000m , and its total height is 41.4m.Among these ten stories, the height of the sub-story is 4.8m，while the height of the first to the tenth one is 3.9m.The first story of the Skirt building is 4.2 meters in height and the height of the second story is 5.4m.The difference between the interior level and exterior level is 0.45m ,which is linked by the step, The indoor ground elevation is ±0.000 and the building's design life for 50 years.This construction belongs to the first class building.The intensity of an

earthquake resistance of buildings is 7, and fire-resistant Grade I.The waterproof roof

is the second grade.Site classification: Ⅱclass.3.Specification of Structural Design

Foundation: The foundation of the building uses independent footing.Structure engineering: The structure system of this building is Reinforced

concrete frame structure.The seismic fortification intensity is 7 degrees, to design the first group of seismic group.Frame structure seismic grade is two.Wall : Except outside wall using fired perforated brick outside, the rest wall body

adopts concrete hollow carve a piece, the M5 hybrid sand syrup carves to build, the wall is thick 240 mm.Cross section size of the elements : column, 1100mm×1100mm;frame girder, 400mm×800mm.Disposal of junior beams which cross section size is 250mm×550mm follows vertical direction simply.The thicknesses of the first roof slab is 160mm,while the other floor's is 120 mm.The main method of calculation: the Iteration is used to compute the interior

force which under the vertical loads.The interior force and lateral which is made by the horizontal loads is calculated by D-value method.Critical materials :

Concrete: Foundation-bedC15

Foundation, foundation beams, beams, slab and columnC35

Steel:Reinforcing steel bar is HRB400(fy360N/mm2)

Stirrup is HPB300(fy270N/mm2)

Load:Basic wind pressure0.35 kN/m2;

Basic snow pressure0.45 kN/m2;Live load of roof2.0 kN/m2;

Live load of floor2.5kN/m2

Live load of stack's floor5.0kN/m2;

4.Specification of Graduation Design

With the deepening of the reform of the construction management system, the pro

ject construction management more and more attention by people, the management le

vel of enterprise's survival and development constraints become the first elements, and quality, schedule and cost control is one of the most important management points.Based on the construction project as an example, the University with actual situation of the project, the construction of each division subdivisional work detailed design scheme.Using the basic theory of progress control from the project management knowledge, the Angle of the project, the completion acceptance from start to prepare for the progress of the whole process system planning design, use a bar chart and network diagram analysis on schedule, and according to the actual situation proposed the concrete measures to ensure schedule implementation;Quality and security, has formulated strict technology, organizational measures for construction projects, faqs, key problems and set up a corresponding management planning organization, to ensure the quality and safety plans well implemented.Keywords: Construction project management, Schedule planningreinforced concrete, frame structure, D value method, library

第三篇：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.

第四篇：毕业设计稿件评审系统中英文摘要

学号：

天津商业大学毕业设计（论文），，,系统，，，,英文题名

系: 专业： 班级: 学生姓名: 指导教师:

讲师

2013年5月

目录

内容摘要 ．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．． Abstract ．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．． 1导言 ．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．

1.1 研究背景 ．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．

1.2 研究现状及发展趋势 ．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．

1.3 系统开发的主要内容．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．2系统开发工具与关键技术介绍．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．

2.1 Visual Basic 6.0的简介．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．

2.2 ACCESS2003简介 ．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．3系统分析 ．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．

3.1 系统可行性分析 ．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．

3.2 功能概述 ．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．． 4概要设计 ．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．

4.1 系统功能模块的划分．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．

4.2 系统功能概述．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．

4.3 数据库设计．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．． 5系统界面．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．

5.1 系统登陆界面界面设计 ．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．

5.2 系统实现．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．6结论 ．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．参考文献 ．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．致谢．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．．I II 1 1 1 2 3 3 3 5 5 7 12 12 12 13 19 19 20 21 30

31内容摘要

随着计算机应用技术的进步，信息化、网络化的不断发展，人们的生活和Internet的关系越来越密切，足不出户的网上办公已经成为当今社会发展的必然趋势。这也对期刊的编辑流程带来了深刻的变革和影响，对期刊现代化建设具有明显的推动作用。计算机技术和网络技术在期刊编辑流程中的应用日益增加，越来越多的期刊相继建立了基于Internet的稿件评审系统。通过Internet投审稿已经成为期刊管理的主要趋势和重要途径。

目前，随着网络的不断进步与发展，网络化已成为科技期刊的主要发展趋势，编辑流程网络化不但可以优化工作流程，而且可以实现远程编审。2006年第四届全国核心期刊与期刊国际化网络化研讨会上传来好消息：中国科学技术信息研究所、万方数据有限公司将联合构筑中国期刊网络出版联盟，其中联合开发期刊网络出版平台，构建基于互联网的编辑远程稿件处理系统。这预示着国内期刊网络化大发展时代即将到来。

根据稿件评审的实际需要,结合计算机网络技术,设计了一种界面美观友好,信息查询灵活、方便、快捷、准确,数据存储安全可靠的稿件管理系统,阐述了该系统功能模块及其体系的构架,引入了VB访问Access数据库,给出了部分VB关键代码的描述。使用结果表明,该系统考虑到多种信息需求,满足了目前稿件管理工作的各项要求,大大提高了工作效率,使编辑工作真正实现了自动化。其功能在今后的使用中将进一步优化、扩充和完善,将给稿件评阅提供一种具有现代管理理念且满足规范化和标准化的管理模式。

关键词：稿件评审；VB；ACCESS

Abstract

With advances in computer technology, information technology, a growing network, increasingly closer to people's lives and the Internet, without leaving Home Office Online has become the inevitable trend of the development of today's society.This editing process has brought profound changes to the journals and impact on their modernization has a significant role in promoting.Computer and network technology in the growing application of periodical editor processes, an increasing number of manuscripts for journals have been established Internet-based assessment system.At present, with the continuous progress and development of the network, the network has become the main trend of the development of science and technology periodicals, editing process network can not only optimize work flow.The good news to upload the 2006 fourth national core journals and Journal of international networking Seminar: China Science and Technology Information Institute, Wanfang Data Co.Ltd.will jointly build China Journal Network Publishing alliance, the joint development of journals in network publishing platform, remote editing manuscript processing system of Gou Jianji on the internet.According to the actual needs of manuscript review, with the computer network technology, designed a beautiful and friendly interface, flexible information,convenient, fast, accurate, manuscript management system safe and reliable data storage, expounds the structure of the system function module and system, the

introduction of the VB visit Access database,part of the VB key code description is given.The results show that the system use, considering many kinds of information needs, to meet the various manuscripts management work requirements, greatly improves the work efficiency, make editing work and realize the automation.Its function in the future will further optimize, expand and improve, will give

manuscript review provides a modern management idea and meet the specification and standardization management mode.Keywords:Manuscript review;VB;ACCESS

第五篇：毕业设计摘要

摘要

电流传感器是电力系统中进行电能计量和继电保护设备，其精度及可靠性与电力系统的安全和经济运行密切相关。随着电力工业的发展，传统的电流传感器难以满足需求，而光电流传感器因其独特的优点具有潜在的应用价值，是未来电力工业电流测量发展的趋势。

本文通过广泛阅读资料，回顾了光学电流传感器近年来的进展，分析了该技术领域存在的问题，结合光纤光栅传感技术，根据超磁致伸缩材料特性分不加偏磁和加偏磁两种情况下对光纤光栅交流传感器进行了探索。

关键词光电流传感器；光纤布拉格光栅；超磁致伸缩材料

Abstract

The current transducer is the important device of power metering and relaying.Its’ precision and reliability related the safety and economy of operation in electric power system closely.With the development of power, conventional current transducer can’t meet requirements.While optical current transformer(OCT)have potential application cost because of its’ unique advantages, will be used to replace conventional current transducers in the future.In this paper, the present situation and state of R&D, existing problems in the field of OCT is reviewed and analyzed through extensive reading of the scientific papers and reports.AC current sensing was realized by DC bias condition and without DC bias condition.Keywordsoptical current transformer;fiber Bragg grating;giant magnetostrictive material