文档库 最新最全的文档下载
当前位置:文档库 › 土木工程专业外文翻译

土木工程专业外文翻译

土木工程专业外文翻译
土木工程专业外文翻译

土木工程专业外文翻译

外文原文

roduction and prevention and cure of the crack of skyscraper

Along with the speeding of town house construction step, not a few areas with small residences set up one after another, many inhabitants move continuously into the new residence, their quality to housing request is more and more high, particularly pay attention to very much to some cracks circumstances which sprinkle building plank to appear now, worry these cracks' aring end will cause insecurity trouble, but in succession to building quality direct the section hurl tell.

Such as once the some city develop a company to set up 6 layers of floor residence 16 totally, constructing area about 100,000 square meters, the brick mixs structure, the beginning repairs, one steps 2 box off with the brick wall, each one's establishing a turn of beam together building plank is togetherwhole to sprinkle, the plank thick 100 mms, concrete mark number is C20, house long about with 80-90 ms, don't establish flexible sew, first floor is the 2.2 m garage layer, the C20 reinforcing bar cage of the foundation adoption infuses to note a stake.It's small area's turn to complete work in October,2003, finishing construction acceptance, didn't discover obvious crack, discover the building plank appears crack

when the inhabitant repair, past jointly to quality direct the section hurl tell, through step to see on the spot, 16 houses all exist the depth different crack.The crack width is between the 0.2 mms mms-0.4ses, the great majority of the crack position is placed in plank four Capes, the dynasty sun is more obvious.Hence, the Superintendent office of quality concerned, sinking to decline quantity and inclination degree to carry on a reexamination to the house first, result all in allow the scope, again look into construction diagram paper to also match to request concerning the norm.Owing to above-mentioned circumstance, pass by hard analytical, the confirmation crack reason has the following what time: 1, cause now main reason of sprinkling the plank crack is the constringency of concrete, the concrete is in the nature the hardening the process, because water evaporates continuously, but the physical volume gradual constringency, but the plank is on all sides to be subjected to a stipulation of, can't flex freely, so when the constringency of concrete cause to sprinkle knothole stipulation now should the dint exceed certain limit, certanly will cause to sprinkle plank to open crack now.And the crack part take place much at should the dint more concentrated Cape in the place-plank, but is mutually perpendicular with the Overcast angle line of wall

2, construct too early on the cast-in-place board , add and carry on one's shoulder or back the crack caused. " norm of inspection of quality

of structural construction of concrete " stipulates , before the concrete intensity reaches 1.2N/mm2, can't trample or install template and support on it . But developer , for race against time , catch up with progress , or concrete at , congeal and congeal stage after all for the first time still in water at the good cast-in-place board just, take up the post of purpose to trample, carry the material , concentrate on piling up fragment of brick , mortar , template ,etc.. Premature adding and is carried on one's shoulder or back, has caused the crack of cast-in-place board artificially.

3, the crack which the temperature change causes. As everybody knows, the cement condenses and hardens fast at room temperature, the characteristic such as being great of heat of hydration, especially in summer, after the concrete is built, the release amount of the heat of hydration is great, the concrete is under the high temperature, can't get and water maintenance in time , and desiccate and shrink, make concrete take place dry to split , result in fracturing finally. Investigation find in the majority board corner crack in , tan by the sun towards the front directly the sun.

4, the house is crossed too long to set up the essential expansion joint , is the reason which causes the crack too. The developer is in order to save the land, often take the length of the house into account , make the house whole too long, set up expansion joint either, because of lack

essential expansion joint, freedom flexible degree in house reach or exceed should set up interval that expansion joint require ,, will present the crack too.

5, the board is defeated by the muscle and sunk in the crack produced . In the course of constructing, because constructors operate barbarously, trample the reinforcing bar arbitrarily , cause and shoulder the muscle and sink, the antiabrasion layer is too big, reduce the sectional effective height of the board, make the bearing capacity of the board unable to reach the requirement of ones that design, thus cause the production of the crack of board.

Effective height, make the bearing capacity of the board unable to reach the requirement of ones that design, thus cause the production of the crack of board. How to prevent and cure the production of the board crack of cast-in-place board, according to the construction experience for many years, offer some following prevention measures, suitable for consulting :

1, Do well cast-in-place board maintain , work , guarantee concrete intensity , prevent and cure important link that crack produce one of conscientiously. The norm stipulates , must cover and keep maintenance warm in 12 hours after the concrete is built at room temperature, ordinary cement is no less than 7 days, if the one that ignored to concrete watered maintenance, on one hand it reduce concrete intensity, on the other hand

it make concrete to be in the course of hardening too late to supplement the moisture, therefore lack water and produce the crack in a large amount. So do a good job of watering maintenance of concrete , can already reduce the crack that temperature produces , can also reduce the crack that the concrete shrink and produce .

2, cast-in-place board don't pass morning people , pile material , He Shi load , because concrete have a sclerosis course build ,, just have intensity; In this course , should maintain the concrete , can't exert any external force to the concrete . In a situation that the concrete has not had certain intensity yet , concentrate on , pile up construction material or prop up mould stand , rest on it, that brought the cast-in-place board is not intensity like this, but more cracks. So, must make sure that just allow to trample or install template and support on it after the concrete intensity reaches 1.2N/mm2.

3, shoulder thickness of antiabrasion layer of the muscle the strict control panel . Cast-in-place board shoulder muscle put , on board , have roof beam according to designing requirement through generally put on reinforcing bar of roof beam or stay with reinforcing bar lashing of roof beam cut off ,. For control good to shoulder muscle antiabrasion layer thickness , must adopt Φ10 - Φ14 reinforcing bar horse stool, vertical-horizontal interval 800mm come fixed position to shoulder muscle from side to side, and with electric welding horse with shoulder muscle

weld firm stool, make horse to be stool while the concrete builds non-wiping, guarantee , shoulder muscle sink, control , shoulder muscle thickness of antiabrasion layer effectively , make board shoulder muscle antiabrasion layer cross thick producing cracking.

4, control good sand , stone in a foot-path and mud content strictly. The thick sand in the cast-in-place board should be selected for use, a stone of foot-path between 0.25-0.5mm, the mud content of grit can't exceed 1% . Sand,, stone grains of foot-path careful and too light, mud content too big, will reduce concrete intensity, will make the concrete produce the crack finally.

5, dispose certain amounts of angle muscles in four corners of the board , radiate the muscle . Take place in board corner phenomenon this more to cast-in-place board crack, corner set up Φall around in boardThe length radiates the muscle for about 1800mm, so as to meet demands of angle stress of the board, the stress sphere of action of making the cast-in-place board produce the crack conforms with radiation muscle, thus change and control the production of the crack effectively forced concrete structure reinforced with an overviewRein

Since the reform and opening up, with the national economy's rapid and sustained development of a reinforced concrete structure built, reinforced with the development of technology has been great. Therefore, to promote the use of advanced technology reinforced connecting to improve

project quality and speed up the pace of construction, improve labor productivity, reduce costs, and is of great significance.

Reinforced steel bars connecting technologies can be divided into two broad categories linking welding machinery and steel. There are six types of welding steel welding methods, and some apply to the prefabricated plant, and some apply to the construction site, some of both apply. There are three types of machinery commonly used reinforcement linking method primarily applicable to the construction site. Ways has its own characteristics and different application, and in the continuous development and improvement. In actual production, should be based on specific conditions of work, working environment and technical requirements, the choice of suitable methods to achieve the best overall efficiency.

1、 steel mechanical link

1.1 radial squeeze link

Will be a steel sleeve in two sets to the highly-reinforced Department with superhigh pressure hydraulic equipment squeeze tongs along steel sleeve radial squeeze steel casing, in squeezing out tongs squeeze pressure role of a steel sleeve plasticity deformation closely integrated with reinforced through reinforced steel sleeve and Wang Liang's Position will be two solid steel bars linked

Characteristic: Connect intensity to be high, performance reliable,

can bear high stress draw and pigeonhole the load and tired load repeatedly.

Easy and simple to handle, construction fast, save energy and material, comprehensive economy profitable, this method has been already a large amount of application in the project.

Applicable scope : Suitable for Ⅱ , Ⅲ , Ⅳ grade reinforcing bar including welding bad reinforcing bar with ribbing of Ф 18- 50mm, connection between the same diameter or different diameters reinforcing bar .

must squeeze link

Extruders used in the covers, reinforced axis along the cold metal sleeve squeeze dedicated to insert sleeve Lane two hot rolling steel drums into a highly integrated mechanical linking methods.

Characteristic: Easy to operate and joining fast and not having flame homework , can construct for 24 hours , save a large number of reinforcing bars and energy.

Applicable scope : Suitable for , set up according to first and second class antidetonation requirement -proof armored concrete structure Ф

Ⅱ , Ⅲ grade reinforcing bar with ribbing of hot rolling of 20- 32mm join and construct live.

1.3 cone thread connecting

Using cone thread to bear pulled, pressed both effort and self-locking

nature, undergo good principles will be reinforced by linking into cone-processing thread at the moment the value of integration into the joints connecting steel bars.

Characteristic: Simple , all right preparatory cut of the craft , connecting fast, concentricity is good, have pattern person who restrain from advantage reinforcing bar carbon content.

Applicable scope : Suitable for the concrete structure of the industry , civil building and general structures, reinforcing bar diameter is for Фfor the the 16- 40mm one Ⅱ , Ⅲ grade verticality, it is the oblique to or reinforcing bars horizontal join construct live.

conclusions

These are now commonly used to connect steel synthesis methods, which links technology in the United States, Britain, Japan and other countries are widely used. There are different ways to connect their different characteristics and scope of the actual construction of production depending on the specific project choose a suitable method of connecting to achieve both energy conservation and saving time limit for a project ends.

References

1 、construction manual write the group. Construction manual. Beijing: China Construction Industry Press, 1992.

2 、JGJ107-96 reinforcing bar machinery connects the common technical

regulation 3 GB 1499-91 The armored concrete uses the reinforcing bar.

4 、GB with ribbing of hot rolling 13013-91 The armored concrete uses the round reinforcing bar of hot calendaring.

中文译文

现浇楼板裂缝的产生与防治

钢筋混凝土结构中钢筋连接综述改革开放以来,随着国民经济的快速、持久发展,各种钢筋混凝土建筑结构大量建造,钢筋连接技术得到很大的发展。因此,推广应用先进的钢筋连接技术,对于提高工程质量、加快施工速度、提高劳动生产率、降低成本,具有十分重要的意义。钢筋连接技术可分为钢筋焊接和钢筋机械连接两大类。钢筋焊接有6种焊接方法,有的适用于预制厂,有的适用于现场施工,有的两者都适用。钢筋机械连接常用有3种方法,主要适用于现场施工。各种方法有其自身特点和不同的适用范围,并在不断发展和改进。在实际生产中,应根据具体的工作条件、工作环境和技术要求,选用合适的方法以期达到最佳的综合效益。钢筋机械连接

径向挤压连接

将一个钢套筒套在两根带肋钢筋的端部,用超高压液压设备(挤压钳)沿钢套筒径向挤压钢套管,在挤压钳挤压力作用下,钢套筒产生塑性变形与钢筋紧密结合,通过钢套筒与钢筋横肋的咬合,将两根钢筋牢固连接在一起。特点:接头强度高,性能可靠,能够承受高应力反复拉压载荷及疲劳载荷。操作简便、施工速度快、节约能源和材料、综合经济效益好,该方法已在工程中大量应用。适用范围:适用于Ф18~50mm的、、级带肋钢筋(包括焊接性差的钢筋),相同直径或不同直径钢筋之间的连接。轴向挤压连接

将两钢筋安放成对接形式,利用焊接电流通过两钢筋接触点产生塑性区及均匀的液体金属层,迅速施加顶锻力完成的一种压焊方法。特点:操作简单、速度快、无明火作业、可全天候施工,节约大量钢筋和能源。适用范围:适用于按一、

二级抗震设防要求的钢筋混凝土结构中Ф20~32mm的、级热轧带肋钢筋现场连接施工。锥螺纹连接

利用锥螺纹能承受拉、压两种作用力及自锁性、密封性好的原理,将钢筋的连接端加工成锥螺纹,按规定的力矩值把钢筋连接成一体的接头。利用锥螺纹能承受拉、压两种作用力及自锁性、密封性好的原理,将钢筋的连接端加工成锥螺纹,按规定的力矩值把钢筋连接成一体的接头。特点:工艺简单可以预加工连接速度快同心度好,不受钢筋含碳量和有无花纹限制等优点。适用范围:适用于工业与民用建筑及一般构筑物的混凝土结构中,钢筋直径为Ф16~40mm的、级竖向、斜向或水平钢筋的现场连接施工。以上是对现今常用的钢筋连接方法的综述,这些连接技术在美国、英国、日本等国家均得到广泛应用。不同的连接方法有其不同的特点和适用范围,在实际施工生产中需视具体工程情况选择合适的连接方法,以达到既节约能源又节省工期的目的。

忽略此处..

土木工程类专业英文文献及翻译

PA VEMENT PROBLEMS CAUSED BY COLLAPSIBLE SUBGRADES By Sandra L. Houston,1 Associate Member, ASCE (Reviewed by the Highway Division) ABSTRACT: Problem subgrade materials consisting of collapsible soils are com- mon in arid environments, which have climatic conditions and depositional and weathering processes favorable to their formation. Included herein is a discussion of predictive techniques that use commonly available laboratory equipment and testing methods for obtaining reliable estimates of the volume change for these problem soils. A method for predicting relevant stresses and corresponding collapse strains for typical pavement subgrades is presented. Relatively simple methods of evaluating potential volume change, based on results of familiar laboratory tests, are used. INTRODUCTION When a soil is given free access to water, it may decrease in volume, increase in volume, or do nothing. A soil that increases in volume is called a swelling or expansive soil, and a soil that decreases in volume is called a collapsible soil. The amount of volume change that occurs depends on the soil type and structure, the initial soil density, the imposed stress state, and the degree and extent of wetting. Subgrade materials comprised of soils that change volume upon wetting have caused distress to highways since the be- ginning of the professional practice and have cost many millions of dollars in roadway repairs. The prediction of the volume changes that may occur in the field is the first step in making an economic decision for dealing with these problem subgrade materials. Each project will have different design considerations, economic con- straints, and risk factors that will have to be taken into account. However, with a reliable method for making volume change predictions, the best design relative to the subgrade soils becomes a matter of economic comparison, and a much more rational design approach may be made. For example, typical techniques for dealing with expansive clays include: (1) In situ treatments with substances such as lime, cement, or fly-ash; (2) seepage barriers and/ or drainage systems; or (3) a computing of the serviceability loss and a mod- ification of the design to "accept" the anticipated expansion. In order to make the most economical decision, the amount of volume change (especially non- uniform volume change) must be accurately estimated, and the degree of road roughness evaluated from these data. Similarly, alternative design techniques are available for any roadway problem. The emphasis here will be placed on presenting economical and simple methods for: (1) Determining whether the subgrade materials are collapsible; and (2) estimating the amount of volume change that is likely to occur in the 'Asst. Prof., Ctr. for Advanced Res. in Transp., Arizona State Univ., Tempe, AZ 85287. Note. Discussion open until April 1, 1989. To extend the closing date one month,

机械设计设计外文文献翻译、中英文翻译、外文翻译

机械设计 摘要:机器是由机械装置和其它组件组成的。它是一种用来转换或传递能量的装置,例如:发动机、涡轮机、车辆、起重机、印刷机、洗衣机、照相机和摄影机等。许多原则和设计方法不但适用于机器的设计,也适用于非机器的设计。术语中的“机械装置设计”的含义要比“机械设计”的含义更为广泛一些,机械装置设计包括机械设计。在分析运动及设计结构时,要把产品外型以及以后的保养也要考虑在机械设计中。在机械工程领域中,以及其它工程领域中,所有这些都需要机械设备,比如:开关、凸轮、阀门、船舶以及搅拌机等。 关键词:设计流程设计规则机械设计 设计流程 设计开始之前就要想到机器的实际性,现存的机器需要在耐用性、效率、重量、速度,或者成本上得到改善。新的机器必需具有以前机器所能执行的功能。 在设计的初始阶段,应该允许设计人员充分发挥创造性,不要受到任何约束。即使产生了许多不切实际的想法,也会在设计的早期,即在绘制图纸之前被改正掉。只有这样,才不致于阻断创新的思路。通常,还要提出几套设计方案,然后加以比较。很有可能在这个计划最后决定中,使用了某些不在计划之内的一些设想。 一般的当外型特点和组件部分的尺寸特点分析得透彻时,就可以全面的设计和分析。接着还要客观的分析机器性能的优越性,以及它的安全、重量、耐用性,并且竞争力的成本也要考虑在分析结果之内。每一个至关重要的部分要优化它的比例和尺寸,同时也要保持与其它组成部分相协调。 也要选择原材料和处理原材料的方法。通过力学原理来分析和实现这些重要的特性,如那些静态反应的能量和摩擦力的最佳利用,像动力惯性、加速动力和能量;包括弹性材料的强度、应力和刚度等材料的物理特性,以及流体润滑和驱动器的流体力学。设计的过程是重复和合作的过程,无论是正式或非正式的进行,对设计者来说每个阶段都很重要。 最后,以图样为设计的标准,并建立将来的模型。如果它的测试是符合事先要

外文翻译中文

运作整合 供应链协作的首要问题是提高运作整合的程度。供应链协作课达到的好处,直接关系到捕捉效率之间的职能的企业,以及全国的企业,构成了国内或国际供应链。本章重点阐述的挑战,一体化管理,由研究为什么一体化创造价值,并通过详列的挑战,双方的企业集成和供应链整合。必不可少的供应链流程是确定的。注意的是,然后向信息技术提供,以方便集成化供应链规划。本章最后审查了定价。在最后的分析,定价的做法和政府是至关重要的供应链的连续性。 为什么整合创造价值 基本的优点与挑战的综合管理介绍了在第1章。进一步解释整合管理的重要性,有用的指出客户都至少有三个角度的价值。 传统的角度来看,价值是经济价值。第二个价值的角度来看,是市场价值。 实现双方经济和市场价值是很重要的客户。然而,越来越多的企业认识到商业上的成功也取决于第三个角度来看,价值,被称为关联性。 物流一体化目标 为实现物流一体化的供应链背景下,6个业务目标必须同时取得:( 1 )响应,( 2 )差额减少,( 3 )库存减少,( 4 )托运巩固,( 5 )质量,( 6 )生命周期支持。的相对重要性,每个直接关系到公司的物流战略。 响应 一公司的工作能力,以满足客户的要求,及时被称为反应。作为一再指出,信息技术是促进反应为基础的战略,允许业务的承诺被推迟到最后可能时间,其次是加速投放。实施对应策略服务,以减少库存承诺或部署在预期客户的需求。响应服务转向业务重点从预测未来的需求,以容纳顾客对快速订单到出货的基础上。理想的情况是,在一个负责任的系统中,库存是没有部署,直到客户承诺。支持这样的承诺,公司必须有物流的属性,库存的可用性和及时交付,一旦客户订单收到。 差异减少 所有经营领域的物流系统很容易受到差额。方差结果从未能履行任何预期的层面后勤业务不如预期。举例来说,毫不拖延地在客户订单处理,意想不到的干扰,以便选择,抵港货物损坏,在客户的位置,和/或未能提供在适当的位置上的时间,所有创造无计划的差异,在订单到交货周期。一个共同的解决办法,以保障对不利的差异是使用库存安全库存,以缓冲行动。这亦是共同使用的首选运输,以克服意想不到的差异延误交货计划。这种做法,鉴于其相关的成本高,可以尽量减少使用资讯科技,以维持积极的物流控制。向程度的差异是最小化,物流的生产力将提高。因此,差异减少,消除系统中断,是一个基本的目标,综合物流管理。 库存减少 要达到的目标,库存减少,一个综合物流系统必须控制资产的承诺,并把速度。资产的承诺,是财政的价值部署清单。把速度,反映了利率,这是充实库存随着时间的推移。高转率,再加上预期的库存供货,平均资产用于库存正在迅速而有效利用,这就是整体资产承诺支持一个综合运作减至最低。 库存能够而且确实方便可取的好处这是很重要的要请记住。库存是至关重要的实现规模经济,在制造业和采购。目的是要减少和管理存货,以尽可能最低的水平,同时实现整体供应链绩效的目标。

外文文献翻译:汽车的发展

The development of automobile As the world energy crisis and the war and the energy consumption of oil -- and are full of energy in one day someday it will disappear without a trace. Oil is not inresources. So in oil consumption must be clean before finding a replacement. With the development of science and technology the progress of the society people invented the electric car. Electric cars will become the most ideal of transportation. In the development of world each aspect is fruitful especially with the automobile electronic technology and computer and rapid development of the information age. The electronic control technology in the car on a wide range of applications the application of the electronic device cars and electronic technology not only to improve and enhance the quality and the traditional automobile electrical performance but also improve the automobile fuel economy performance reliability and emission spurification. Widely used in automobile electronic products not only reduces the cost and reduce the complexity of the maintenance. From the fuel injection engine ignition devices air control and emission control and fault diagnosis to the body auxiliary devices are generally used in electronic control technology auto development mainly electromechanical integration. Widely used in automotive electronic control ignition system mainly electronic control fuel injection system electronic control ignition system electronic control automatic transmission electronic control ABS/ASR control system electronic control suspension system electronic control power steering system vehicle dynamic control system the airbag systems active belt system electronic control system and the automatic air-conditioning and GPS navigation system etc. With the system response the use function of quick car high reliability guarantees of engine power and reduce fuel consumption and emission regulations meet standards. The car is essential to modern traffic tools. And electric cars bring us infinite joy will give us the physical and mental relaxation. Take for example automatic transmission in road can not on the clutch can achieve automatic shift and engine flameout not so effective improve the driving convenience lighten the fatigue strength. Automatic transmission consists mainly of hydraulic torque converter gear transmission pump hydraulic control system electronic control system and oil cooling system etc. The electronic control of suspension is mainly used to cushion the impact of the body and the road to reduce vibration that car getting smooth-going and stability. When the vehicle in the car when the road uneven road can according to automatically adjust the height. When the car ratio of height low set to gas or oil cylinder filling or oil. If is opposite gas or diarrhea. To ensure and improve the level of driving cars driving stability. Variable force power steering system can significantly change the driver for the work efficiency and the state so widely used in electric cars. VDC to vehicle performance has important function it can according to the need of active braking to change the wheels of the car car motions of state and optimum control performance and increased automobile adhesion controlling and stability. Besides these appear beyond 4WS 4WD electric cars can greatly improve the performance of the value and ascending simultaneously. ABS braking distance is reduced and can keep turning skills effectively improve the stability of the directions simultaneously reduce tyre wear. The airbag appear in large programs protected the driver and passengers safety and greatly reduce automobile in collision of drivers and passengers in the buffer to protect the safety of life. Intelligent electronic technology in the bus to promote safe driving and that the other functions. The realization of automatic driving through various sensors. Except some smart cars equipped with multiple outside sensors can fully perception of information and traffic facilities

土木工程岩土类毕业设计外文翻译

姓名: 学号: 10447425 X X 大学 毕业设计(论文)外文翻译 (2014届) 外文题目Developments in excavation bracing systems 译文题目开挖工程支撑体系的发展 外文出处Tunnelling and Underground Space Technology 31 (2012) 107–116 学生XXX 学院XXXX 专业班级XXXXX 校内指导教师XXX 专业技术职务XXXXX 校外指导老师专业技术职务 二○一三年十二月

开挖工程支撑体系的发展 1.引言 几乎所有土木工程建设项目(如建筑物,道路,隧道,桥梁,污水处理厂,管道,下水道)都涉及泥土挖掘的一些工程量。往往由于由相邻的结构,特性线,或使用权空间的限制,必须要一个土地固定系统,以允许土壤被挖掘到所需的深度。历史上,许多挖掘支撑系统已经开发出来。其中,现在比较常见的几种方法是:板桩,钻孔桩墙,泥浆墙。 土地固定系统的选择是由技术性能要求和施工可行性(例如手段,方法)决定的,包括执行的可靠性,而成本考虑了这些之后,其他问题也得到解决。通常环境后果(用于处理废泥浆和钻井液如监管要求)也非常被关注(邱阳、1998)。 土地固定系统通常是建设项目的较大的一个组成部分。如果不能按时完成项目,将极大地影响总成本。通常首先建造支撑,在许多情况下,临时支撑系统是用于支持在挖掘以允许进行不断施工,直到永久系统被构造。临时系统可以被去除或留在原处。 打桩时,因撞击或振动它们可能会被赶入到位。在一般情况下,振动是最昂贵的方法,但只适合于松散颗粒材料,土壤中具有较高电阻(例如,通过鹅卵石)的不能使用。采用打入桩系统通常是中间的成本和适合于软沉积物(包括粘性和非粘性),只要该矿床是免费的鹅卵石或更大的岩石。 通常,垂直元素(例如桩)的前安装挖掘工程和水平元件(如内部支撑或绑回)被安装为挖掘工程的进行下去,从而限制了跨距长度,以便减少在垂直开发弯矩元素。在填充情况下,桩可先设置,从在斜坡的底部其嵌入悬挑起来,安装作为填充进步水平元素(如搭背或土钉)。如果滞后是用来保持垂直元素之间的土壤中,它被安装为挖掘工程的进行下去,或之前以填补位置。 吉尔- 马丁等人(2010)提供了一个数值计算程序,以获取圆形桩承受轴向载荷和统一标志(如悬臂桩)的单轴弯矩的最佳纵筋。他们开发的两种优化流程:用一个或两个直径为纵向钢筋。优化增强模式允许大量减少的设计要求钢筋的用量,这些减少纵向钢筋可达到50%相对传统的,均匀分布的加固方案。 加固桩集中纵向钢筋最佳的位置在受拉区。除了节约钢筋,所述非对称加强钢筋图案提高抗弯刚度,通过增加转动惯量的转化部分的时刻。这种增加的刚性可能会在一段时间内增加的变形与蠕变相关的费用。评估相对于传统的非对称加强桩的优点,对称,钢筋桩被服务的条件下全面测试来完成的,这种试验是为了验证结构的可行性和取得的变形的原位测量。 基于现场试验中,用于优化的加强图案的优点浇铸钻出孔(CIDH)在巴塞罗那的

外文翻译中文版(完整版)

毕业论文外文文献翻译 毕业设计(论文)题目关于企业内部环境绩效审计的研究翻译题目最高审计机关的环境审计活动 学院会计学院 专业会计学 姓名张军芳 班级09020615 学号09027927 指导教师何瑞雄

最高审计机关的环境审计活动 1最高审计机关越来越多的活跃在环境审计领域。特别是1993-1996年期间,工作组已检测到环境审计活动坚定的数量增长。首先,越来越多的最高审计机关已经活跃在这个领域。其次是积极的最高审计机关,甚至变得更加活跃:他们分配较大部分的审计资源给这类工作,同时出版更多环保审计报告。表1显示了平均数字。然而,这里是机构间差异较大。例如,环境报告的数量变化,每个审计机关从1到36份报告不等。 1996-1999年期间,结果是不那么容易诠释。第一,活跃在环境审计领域的最高审计机关数量并没有太大变化。“活性基团”的组成没有保持相同的:一些最高审计机关进入,而其他最高审计机关离开了团队。环境审计花费的时间量略有增加。二,但是,审计报告数量略有下降,1996年和1999年之间。这些数字可能反映了从量到质的转变。这个信号解释了在过去三年从规律性审计到绩效审计的转变(1994-1996年,20%的规律性审计和44%绩效审计;1997-1999:16%规律性审计和绩效审计54%)。在一般情况下,绩效审计需要更多的资源。我们必须认识到审计的范围可能急剧变化。在将来,再将来开发一些其他方式去测算人们工作量而不是计算通过花费的时间和发表的报告会是很有趣的。 在2000年,有62个响应了最高审计机关并向工作组提供了更详细的关于他们自1997年以来公布的工作信息。在1997-1999年,这62个最高审计机关公布的560个环境审计报告。当然,这些报告反映了一个庞大的身躯,可用于其他机构的经验。环境审计报告的参考书目可在网站上的最高审计机关国际组织的工作组看到。这里这个信息是用来给最高审计机关的审计工作的内容更多一些洞察。 自1997年以来,少数环境审计是规律性审计(560篇报告中有87篇,占16%)。大多数审计绩效审计(560篇报告中有304篇,占54%),或组合的规律性和绩效审计(560篇报告中有169篇,占30%)。如前文所述,绩效审计是一个广泛的概念。在实践中,绩效审计往往集中于环保计划的实施(560篇报告中有264篇,占47%),符合国家环保法律,法规的,由政府部门,部委和/或其他机构的任务给访问(560篇报告中有212篇,占38%)。此外,审计经常被列入政府的环境管理系统(560篇报告中有156篇,占28%)。下面的元素得到了关注审计报告:影响或影响现有的国家环境计划非环保项目对环境的影响;环境政策;由政府遵守国际义务和承诺的10%至20%。许多绩效审计包括以上提到的要素之一。 1本文译自:S. Van Leeuwen.(2004).’’Developments in Environmental Auditing by Supreme Audit Institutions’’ Environmental Management Vol. 33, No. 2, pp. 163–1721

汽车悬架原理外文文献翻译

汽车悬架原理外文文献及翻译 (文档含中英文对照即英文原文和中文翻译) The rinciple Of Car Suspensions By William Harris University of Michigan When people think of automobile performance, they normally think of horsepower, torque and zero-to-60 acceleration. But all of the power generated by a piston engine is useless if the driver can't control the car. That's why automobile engineers turned their attention to the suspension system almost as soon as they had mastered the four-stroke internal combustion engine. The job of a car suspension is to maximize the friction between the tires and the road surface, to provide steering stability with good handling and to ensure the comfort of the passengers. In this article, we'll explore how car suspensions work, how they've evolved over the years and where the design of suspensions is headed in the future.

土木工程专业外文文献及翻译

( 二 〇 一 二 年 六 月 外文文献及翻译 题 目: About Buiding on the Structure Design 学生姓名: 学 院:土木工程学院 系 别:建筑工程系 专 业:土木工程(建筑工程方向) 班 级:土木08-4班 指导教师:

英文原文: Building construction concrete crack of prevention and processing Abstract The crack problem of concrete is a widespread existence but again difficult in solve of engineering actual problem, this text carried on a study analysis to a little bit familiar crack problem in the concrete engineering, and aim at concrete the circumstance put forward some prevention, processing measure. Keyword:Concrete crack prevention processing Foreword Concrete's ising 1 kind is anticipate by the freestone bone, cement, water and other mixture but formation of the in addition material of quality brittleness not and all material.Because the concrete construction transform with oneself, control etc. a series problem, harden model of in the concrete existence numerous tiny hole, spirit cave and tiny crack, is exactly because these beginning start blemish of existence just make the concrete present one some not and all the characteristic of quality.The tiny crack is a kind of harmless crack and accept concrete heavy, defend Shen and a little bit other use function not a creation to endanger.But after the concrete be subjected to lotus carry, difference in temperature etc. function, tiny crack would continuously of expand with connect, end formation we can see without the

外文翻译中文版

铝、钙对熔融铁的复合脱氧平衡 天鸷田口,秀ONO-NAKAZATO,Tateo USUI,Katsukiyo MARUKAWA,肯KATOGI和Hiroaki KOSAKA。 研究生和JSPS研究员, 工程研究院,大阪大学,2-1山田丘, 吹田,大阪565 - 0871日本。 1)材料科学与工程课程,材料科学和制造分支,工程研究院,大阪大学, 2-1山田丘, 吹田, 大阪565 - 0871日本。 2)高端科技创新中心、大阪大学,2-1山田丘,吹田,大阪565 - 0871日本。 3)Electro-Nite贺利日本,有限公司,1-7-40三岛江,高槻,大阪569 - 0835日本。 4)TOYO工程研究中心有限公司,2-2-1春日,茨城,大阪567 - 0031日本。 (发表2005年6月17日,刊发于2005年7月20日) 氧夹杂对钢液的炼钢反应的影响是很显著的,例如脱硫。控制钢液氧含量是很重要的。使用良好的脱氧剂(如铝、钙),有效减少钢液的氧含量。研究者已经在复合脱氧方面做了一些探究。然而,实验数据不完全符合热力学数据计算值。因为没有具体可以利用的熔融铁钙脱氧的确切热力学数据。在本研究中,铝、钙对熔融铁的复合脱氧平衡控制在1873K。Al-Ca在熔铁脱氧中氧活度通过测量电动势(EMF)的方法求得。Al-Ca复合脱氧平衡实验的有效性由过去的和现在的研究结果共同综合判断的,本实验的Al-Ca脱氧平衡能够比过去的研究更好地反应Fe-Al-Ca-O系的关系。 关键词:复合脱氧,铝合金,钙,氧活度,电动势方法,炼钢,生石灰,氧化铝。 1前言 近年来,随着对超洁净钢的要求越来越高,需要更严格地控制钢中夹杂物。降低和控制钢中夹杂物含量在几个ppm以内。特别地,氧夹杂在钢液炼钢反应中的影响(例如脱硫)是非常大的,控制钢液中氧含量是非常重要的。使用强脱氧剂(如铝、钙)有效降低钢液的氧含量。Al-Ca复合脱氧是更有效的,已经做了一些关于复合脱氧的实验。然而,实验结果不完全符合热力学计算值,因为钙在熔铁脱氧平衡的热力学数据被认为由于测量困难是不可靠的。基于这个

汽车外文翻译

As the world energy crisis, and the war and the energy consumption of oil -- and are full of energy, in one day, someday it will disappear without a trace. Oil is not in resources. So in oil consumption must be clean before finding a replacement. With the development of science and technology the progress of the society, people invented the electric car. Electric cars will become the most ideal of transportation. In the development of world each aspect is fruitful, especially with the automobile electronic technology and computer and rapid development of the information age. The electronic control technology in the car on a wide range of applications, the application of the electronic device, cars, and electronic technology not only to improve and enhance the quality and the traditional automobile electrical performance, but also improve the automobile fuel economy, performance, reliability and emissions purification. Widely used in automobile electronic products not only reduces the cost and reduce the complexity of the maintenance. From the fuel injection engine ignition devices, air control and emission control and fault diagnosis to the body auxiliary devices are generally used in electronic control technology, auto development mainly electromechanical integration. Widely used in automotive electronic control ignition system mainly electronic control fuel injection system, electronic control ignition system, electronic control automatic transmission, electronic control (ABS/ASR) control system, electronic control suspension system, electronic control power steering system, vehicle dynamic control system, the airbag systems, active belt system, electronic control system and the automatic air-conditioning and GPS navigation system etc. With the system response, the use function of quick car, high reliability, guarantees of engine power and reduce fuel consumption and emission regulations meet standards. The car is essential to modern traffic tools. And electric cars bring us infinite joy will give us the physical and mental relaxation. Take for example, automatic transmission in road, can not on the clutch, can achieve automatic shift and engine flameout, not so effective improve the driving convenience lighten the fatigue strength. Automatic transmission consists mainly of hydraulic torque converter, gear transmission, pump, hydraulic control system, electronic control system and oil cooling system, etc. The electronic control of suspension is mainly used to cushion the impact of the body and the road to reduce vibration that car getting smooth-going and

土木工程毕业设计外文翻译最终中英文

7 Rigid-Frame Structures A rigid-frame high-rise structure typically comprises parallel or orthogonally arranged bents consisting of columns and girders with moment resistant joints. Resistance to horizontal loading is provided by the bending resistance of the columns, girders, and joints. The continuity of the frame also contributes to resisting gravity loading, by reducing the moments in the girders. The advantages of a rigid frame are the simplicity and convenience of its rectangular form.Its unobstructed arrangement, clear of bracing members and structural walls, allows freedom internally for the layout and externally for the fenestration. Rig id frames are considered economical for buildings of up to' about 25 stories, above which their drift resistance is costly to control. If, however, a rigid frame is combined with shear walls or cores, the resulting structure is very much stiffer so that its height potential may extend up to 50 stories or more. A flat plate structure is very similar to a rigid frame, but with slabs replacing the girders As with a rigid frame, horizontal and vertical loadings are resisted in a flat plate structure by the flexural continuity between the vertical and horizontal components. As highly redundant structures, rigid frames are designed initially on the basis of approximate analyses, after which more rigorous analyses and checks can be made. The procedure may typically inc lude the following stages: 1. Estimation of gravity load forces in girders and columns by approximate method. 2. Preliminary estimate of member sizes based on gravity load forces with arbitrary increase in sizes to allow for horizontal loading. 3. Approximate allocation of horizontal loading to bents and preliminary analysis of member forces in bents. 4. Check on drift and adjustment of member sizes if necessary. 5. Check on strength of members for worst combination of gravity and horizontal loading, and adjustment of member sizes if necessary. 6. Computer analysis of total structure for more accurate check on member strengths and drift, with further adjustment of sizes where required. This stage may include the second-order P-Delta effects of gravity loading on the member forces and drift.. 7. Detailed design of members and connections.

相关文档
相关文档 最新文档