建筑工程专业中英文摘要（★）

第一篇：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

第二篇：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)

第三篇：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-

第四篇：机械专业论文中英文摘要

摘 要

本文主要论述了基于PLC的钢管打捆机控制系统的设计思路和设计过程。主要包括钢管打捆机的汽缸动作的顺序控制和打捆钢带的定长剪切伺服控制以及人机交互界面设计。论文介绍了钢管打捆机的国内外研究情况，说明了研制具有我国自主知识产权的钢管打捆机的必要性，讲述了国家对钢管包装的要求和对钢管打捆机的性能要求；分析了给定结构的钢管打捆机的工作流程和控制要求；设计和选用了钢管打捆机的气动系统和相应的控制系统的硬件；建立了打捆钢带定长剪切伺服控制的数学模型；选用触摸屏进行了人机交互界面的设计；对PLC控制系统的重点和难点程序进行了详细叙述。

本文所设计的钢管打捆机控制系统具有根据设定参数自动对钢管计数、自动剪切打捆钢带、自动完成钢管打捆的动作控制等功能，同时通过触摸屏实现参数的输入和实时显示。

关键词：自动钢管打捆机；定长剪切；变频调速；人机界面

This article mainly discusses the design idea and the design process of the PLC based strapping machine controlling system.It includes the sequence control of the cylinder moves of the strapping machine, the fixed-length shear servo control of the steel packing, and the designs of the Man-machine interface.The thesis introduces the strapping machine’s studying condition both at home and abroad, illustrating the necessity of owning the strapping machine of the Independent intellectual property rights;analyzing the workflow and the control requirements of the given structure strapping machine;designing and choosing the hardware of the strapping machine’s pneumatic system and the corresponded controlling system;establishing the mathematical model of the fixed-length shear servo control;choosing the touch screen to do designs of the Man-machine interface;doing detailed descriptions to the important and difficult process of the PLC controlling system.The strapping machine’s controlling system designed by this thesis owns the functions of counting steels automatically according to the setting

parameters, shearing the packed steels automatically, and fulfilling the motion control of packing steels automatically, and at the same time, realizing the parameters input and the real-time display by the touch screen.Key words: automatic strapping machine;fixed-length shear;frequency control;man-machine interface

第五篇：中英文摘要

榆林学院毕业论文

俄国文学中“小人物”悲剧命运成因探析

肖世涛

（榆林学院中文系陕西榆林719000）

摘要：

19世纪俄国“自然派”作家正式提出了写“小人物”的口号。他们在作品中描述小人物的悲惨命运和内心痛苦，从而使文艺成为“社会的一面忠实的镜子”。“小人物”在社会中官阶、地位极其低下，生活困苦，但又逆来顺受、安分守己、性格懦弱、胆小怕事，因此成为“大人物”统治下被侮辱的牺牲者。但通过对作家普希金、果戈理、契诃夫、陀斯托耶夫斯基等关于小人物的作品及其主人公的分析，我们不难发现“小人物”的悲剧命运并非仅限于官僚统治欺凌等外在的社会原因，同时还有“小人物”自身固有的内在原因，其中，因循守旧不思转变观念的思维模式是酿成“小人物”悲剧命运的思想原因，软弱怯懦、不思反抗的逃避行为是酿成“小人物”悲剧命运的性格原因。作者再现“小人物”保守思想和懦弱性格的目的，在于通过对“小人物”灵魂的拷问，完成人格形态的批判，把他们从沉睡中唤醒。对“小人物”寄寓有限的同情，但更多地倾注了对其劣根性哀其不幸，怒其不争的抨击。揭示现实中小人物存在的具体现象，生活在现代社会的人们，应该静下心来反思一下，是不是自己身上也能找到小人物的影子，指出文章对现实的警示意义。

关键词:俄国文学小人物悲剧命运外在原因内在原因

I

俄国文学中“小人物”悲剧命运成因探析

An analyze on the cause of tragic destiny of ＂no man＂

in Russian literature

XiaoShitao

(Chinese Department，Yulin College，Yulin，Shaanxi719000)

Abstract：In 19th century the writer of ＂the natural faction＂in Russia proposed a slogan to write the life of ＂the no man＂．They described the tragic destiny and inner world pain of ＂the no man＂，and it made the literary arts to become ＂a faithful mirror of the society＂．These ＂no man＂had a low position in the society and lead a miserable life，but at the same time，they all content with things as they are and had cowardly charcuter，therefore，they became the prey who were insulted under the domination of＂the great man＂．However，according to the author＇s analyze on the work which were wrote by Pushkin，Nikolai Vasilievich Gogol，Anton Chekhov and Fyodor Mikhailovich Dostoevsky，we can easily find the reason of tragic destiny of the＂no man＂is not only some external causes but also some internal causes．Among all this reasons，the thought pattern of stick to old ways is their tragic destiny＇s thought reason．The author reproduce their conservative thinking and cowardly character in order to crieicize the personality from of the＂no man＂and awake them from deep sleep．In this thesis，the author gives the no man limited sympathy，but pay more attention to attack their sadness and not the behaviors of struggle for their angry．According to reveal the phenomanon of existence of＂no man＂in real life，the author hopes the people live in real life can introspect thenselves and shows the significance to the reality．

Key words：Russian literature；No man； Tragic destiny； External causes；Internal

causes

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