土木工程专业英语上册翻译苏小卒同济大学.docx
土木工程专业英语上册翻译苏小卒同济大学(考试手机专在学习一般英语(包括常用词汇和语法结构)的基础上,接合前几个学期差不多把握的关于土木工程的专业知识,本课程节选了土木工程专业英语上册中的内容,涉及建筑材料、材料力学、结构力学、钢筋混凝土结构、钢结构、测量、土力学、招投标、建筑施工等九个方面的专业英语知识,从而使大伙儿对土木工程领域内的专业词汇以及科技类文献中的常用句型有个初步的、差不多的学习和了解,为以后查阅专业文献和参与国际交流打好基础。第三单元The principal construction materials of earlier times were wood and masonry-brick, stone, or tile, and similar materials. The courses or layers (砖层)were bound together with mortar or bitumen, a tarlike substance, or some other binding agent. The Greeks and Romans sometimes used iro n rods or clamps to strengthen their building. The columns of the Parthen on in Athens (雅典的帕台农神庙),for example, have holes drilled (钻孔) in them for iron bars that have now rusted away (锈蚀殆尽).The Rom ans also used a natural cement called pozzolana, made from volcanic ash, that became as hard as stone under water.早期要紧的建筑材料是木材和砌体,如砖、石、瓦以及类似的材料。砖层之间通过砂浆、沥青(一种焦油状的物质)或其他一些粘合剂粘合在一起。希腊人和罗马人有时用铁条或夹子来加固他们的房屋。例如,雅典的帕台农神庙柱子中曾钻孔以便加入铁条,现在都已锈蚀殆尽。罗马人也用称作白榴火山灰的天然水泥,它用火山灰制作,在水中会变得与石头一样坚硬。Both steel and cement, the two most important construction materials of modern times, were introduced (推广)in the nineteenth century. Stee 1, basically an alloy of iron (铁合金)and a small amount of carbon, ha d been made up to that time (到那个时候)by a laborious (繁复的) process that restricted it to such special uses as sword blades (刀刃).Af ter the invention of the Bessemer process (贝塞麦炼钢法)in 1856, steel was available in large quantities at low prices. The enormous advantage o f steel is its tensile strength; that is, it does not lose its strength when it is under a calculated degree (适当的)of tension, a force which, as we have seen, tends to (往往)pull apart many materials. New alloys have further increased the strength of steel and eliminated some of its problem s, such as fatigue, which is a tendency for it to weaken as a result of co ntinual changes in stress (连续的应力变化).作为现代两种最重要的建筑材料,钢材与水泥在十九世纪得到了推广。直到那个时候,钢材才通过繁复的过程制造出来,差不多上是铁合金,并含有少量的碳,因而被限制在一些专门的用途如刀刃。在1856年发明了贝塞麦炼钢法后,钢材才得以大量低价获得。钢材庞大的优势即是它的抗拉强度,也确实是当它在适当的拉力下可不能失去强度,正如我们所看到的,该力往往能够将专门多材料拉开。新的合金进一步提升了钢材的强度,并排除了一些缺点,如疲劳,即在连续的应力变化下导致强度减弱的趋势。Modern cement, called Portland cement, was invented in 1824. It is a mixture of limestone (石灰石) and clay, which is heated and then gro und into a powder (磨成粉末).It is mixed at or near the construction s ite (施工现场)with sand, aggregate (small stones, crushed rock, or gra vel), and water to make concrete. Different proportions of the ingredients (配料)produce concrete with different strength and weight. Concrete is very versatile; it can be poured, pumped, or even sprayed into (喷射成) all kinds of shapes. And whereas steel has great tensile strength, concrete has great strength under compression. Thus, the two substances complem ent each other (互补).现代水泥发明于1824年,称为波特兰水泥。它是石灰石和粘土的混合物,加热后磨成粉末。在或靠近施工现场,将水泥与砂、骨料(小石头、压碎的岩石或砾石)、水混合而制成混凝土。不同比例的配料会制造出不同强度和重量的混凝土。混凝土的用途专门多,能够浇筑、泵送甚至喷射成各种形状。混凝土具有专门大的抗压强度,而钢材具有专门大的抗拉强度。如此,两种材料能够互补。They also complement each other in another way: they have almost t he same rate of contraction and expansion. They therefore can work toget her in situations where (在情形下)both compression and tension are f actors (要紧因素).Steel rods (钢筋)are embedded in (埋入)concrete to make reinforced concrete in concrete beams or structures where tension will develop (显现).Concrete and steel also form such a strong bond - the force that unites (粘合)them - that the steel cannot slip (滑移) with the concrete. Still (还有) another advantage is that steel does not r ust in concrete. Acid (酸)corrodes steel, whereas concrete has an alkali ne chemical reaction, the opposite of acid.它们也以另外一种方式互补:它们几乎有相同的收缩率和膨胀率。因此,它们在拉、压为要紧因素时能共同工作。在显现拉力的混凝土梁或结构中,将钢筋埋入混凝土而成钢筋混凝土。混凝土与钢筋形成如此强大的结合力一一那个力将它们粘合在一起一一以致于钢筋在混凝土中可不能滑移。还有另一个优势是钢筋在混凝土中可不能锈蚀。酸能腐蚀钢筋,而混凝土会发生碱性的化学反应,与酸相反。The adoption of structural steel and reinforced concrete caused major changes in traditional construction practices (施工作业).It was no long er necessary to use thick walls of stone or brick for multistory buildings, and it became much simpler to build fire-resistant floors (防火地面).B oth these changes served to (有利于)reduce the cost of construction. It also became possible to erect (建筑)buildings with greater heights and 1 onger spans.结构钢与钢筋混凝土的采纳使传统的施工作业发生了明显的变化。对多层建筑,再也没必要采纳厚的石墙或砖墙,且施工防火地面变为容易得多。这些变化有利于降低建筑的成本。它也使建筑高度更高和跨度更大的建筑物成为可能。Since the weight of modern structures is carried (承担)by the steel or concrete frame, the walls do not support the building. They have bee ome curtain walls, which keep out the weather and let in light. In the ea rlier steel or concrete frame building, the curtain walls were generally ma de of masonry; they had the solid look of bearing walls (承重墙).Toda y, however, curtain walls are often made of lightweight materials such as glass, aluminum, or plastic, in various combinations.由于现代结构的重量由钢或混凝土框架承担,墙体不再支承建筑物。它们成为幕墙,将日晒风吹雨打阻挡在外,而让光线进入。在较早的钢或混凝土框架建筑中,幕墙一样由砌体构成;它们具有承重墙的结实外观。然而今天,幕墙通常由轻质材料组成,如玻璃、铝或塑料,并形成不同的组合。Another advance in steel construction (结构)is the method of faste ning together (连在一起)the beams. For many years the standard metho d was riveting. A rivet is a bolt with a head that looks like a blunt sere w (圆头螺丝钉) without threads (螺纹).It is heated, placed in holes t hrough the pieces of steel (钢构件),and a second head is formed at the other end by hammering (锤击)it to hold it in place (固定就位).Riv eting has now largely been replaced by welding, the joining together of p ieces of steel by melting (熔化) a steel material between them under hi gh heat.钢结构中的另一个进步是梁的连接方式。在专门多年里,连接的标准方式是钾接。钾钉是个有头的螺栓,看上去象个没有螺纹的圆头螺丝钉。钾钉加热后穿过钢构件之间的孔洞,并通过锤击另一端而形成第二个钾钉头,从而将其固定就位。现在钾接已大量地被焊接所替代,钢构件间的连接通过在高热下熔化它们之间的钢材料(即焊条)进行。Prestressed concrete is an improved form of reinforcement (力口大方法).Steel rods are bent into the shapes to give them the necessary degr ee of tensile strength. They are then used to prestress (对.预加应力)co ncrete, usually by one of two different methods. The first is to leave cha nnels in a concrete beam that correspond to (相应于)the shapes of the steel rods. When the rods are run through the channels, they are then bo nded to the concrete by filling the channels with grout, a thin mortar or binding agent. In the other (and more common) method, the prestressed steel rods are placed in the lower part of a form (模板)that correspond s to the shape of the finished structure (成品结构),and the concrete is poured around them. Prestressed concrete uses less steel and less concrete. Because it is so economical, it is a highly desirable (专门理想) materi al.预应力混凝土是加大法的改进形式。将钢筋弯成一定的形状以使它们具有必要的抗拉强度,然后用该钢筋对混凝土施加预应力,通常可采纳两种不同方法中的任何一种。第一种方法是在混凝土梁中按钢筋的形状留下孔道,当钢筋穿过孔道后,通过在孔道内灌注薄砂浆(一种稀薄的砂浆或粘合剂)将钢筋与混凝土粘结在一起。另一种(更常用的)方法是将预应力钢筋置于按成品结构的形状设置的模板的较低部位,然后将混凝土倒入(模板)而包围着钢筋。预应力混凝土使用了较少的钢筋和混凝土,由于它是如此的经济,因此是一种专门理想的材料。Prestressed concrete has made it possible to develop (建筑)building s with unusual shapes, like some of the modern sports arenas, with large space unbroken by any obstructing supports (阻碍的支撑物).The uses f or this relatively new structural method are constantly being developed (持续地扩大).预应力混凝土使建筑专门形状的建筑物成为可能,象一些现代的运动场,它具有不受任何支撑物阻挡视线的大空间。这种较新的结构方法的使用正在持续地被扩大。The current tendency is to develop (采纳) lighter materials, aluminu m, for example, weighs much less than steel but has many of the same p roperties. Aluminum beams have already been used for bridge construction and for the framework of a few buildings.目前的趋势是采纳较轻的材料。例如,铝的重量比钢轻得多,但具有专门多相同的性能。铝材梁差不多用于桥梁建筑和一些建筑的框架。Lightweight concretes, another example, are now rapidly developing (进展)throughout the world. They are used for their thermal insulation (绝热性).The three types are illustrated below (举例讲明如下):(a) Con cretes made with lightweight aggregates;(b) Aerated concretes (US gas co ncretes) foamed (起泡)by whisking (搅拌)or by some chemical proces s during casting;(c) No-fines concretes.另一个例子是轻质混凝土,现在已在全世界快速地进展,因它们的绝热性而被采纳,其三种类型举例讲明如下:(a)轻质骨料制成的混凝土;(b)通过浇筑时搅拌或一些化学方法起泡而成的加气混凝土(US加气混凝土);(c)无细骨料混凝土。All three types are used for their insulating properties (绝热性),ma inly in housing, where they give high (专门) comfort in cold climates a nd a low cost of cooling (降温成本)in hot climates. In housing, the rela tive weakness of lightweight concrete walls is unimportant, but it matters (有重大关系)in roof slabs, floor slabs and beams.这三种类型的混凝土差不多上由于它们的绝热性而被使用,要紧用于房屋,使其在冰冷的气候中专门舒服,在炎热的气候中降温的成本不高。在房屋中,墙采纳较薄弱的轻质混凝土不重要,然而屋面板、楼面板和梁(采纳轻质混凝土)则有重大关系。In some locations, some lightweight aggregates cost little more than (几乎等于)the best dense (致密)aggregates and a large number of (大量)floor slabs have therefore been built of lightweight aggregate co ncrete purely for its weight saving, with no thought of (没考虑) its insu lation value.在某些地区,一些轻质骨料的费用几乎等于最致密的骨料,因此大量的楼面板采纳轻骨料混凝土制作纯粹是节约重量,而没考虑它的绝热价值。The lightweight aggregate reduces the floor dead load (恒载)by ab out 20 per cent resulting in (导致)considerable savings in the floor (楼盖结构)steel in every floor and the roof, as well as in the column steel and (less) in the foundations. One London contractor (承包商)prefers to use lightweight aggregate because it gives him the same weight reductio n in the floor slab as the use of hollow tiles, with simpler organization a nd therefore higher speed and profit. The insulation value of the lightweig ht aggregate is only important in the roof insulation, which is greatly imp roved (改进).轻质骨料使楼面的恒载减少了约20%,因而大量的节约了每层楼面以及屋面的楼盖结构中的钢材和柱子与基础中(较少)的钢材使用量。一位伦敦的承包商宁愿使用轻质骨料,因为这使楼面板上减少的重量与用空心砖相同,且组织更简单,因而速度和利润更高。轻质骨料的绝热价值只在屋面绝热时显得重要,它已被大大地改进了。作业练习通过两篇Reading Materials的学习,进一步了解建筑材料中最常用的混凝土材料的一些特点、种类和性能等,从而更多地把握一些专业词汇和句法。教学目标了解构件(要紧为梁)的设计过程了解单轴应力与多轴应力对失效理论的阻碍熟悉材料力学中涉及的专业词汇熟悉科技类文献常用句型熟悉 in general, usually, frequently 的不同含义与 be referred to as、 be known as、that is, be defined as、in other words 等的用法Introduction 介绍Mechanics of Materials deals with (研究)the response of various bo dies, usually called members (构件),to applied forces (施加力).In Me chanics of Engineering Materials the members have shapes that either exis t in actual structures or are being considered for their suitability (按照其需要)as parts of proposed (拟建的)engineering structures. The materials in the members have properties that are characteristic of commonly used (常用的)engineering materials such as steel, aluminum, concrete, and wo od.材料力学用以研究不同物体(通常称为构件)对施加力的响应。在工程材料力学中,构件的形状能够是实际结构中存在的,也能够按照其需要而进行考虑(设计),作为拟建工程结构的部件。构件中材料的性能即是常用的工程材料如钢材、铝材、混凝土和木材的特性。As you can see already from the variety of materials, forces, and sha pes mentioned, Mechanics of Engineering Materials is of interest to (对.有价值)all fields of engineering. The engineer uses the principles of Mec hanics of Materials to determine if the material properties and the dimensi ons of a member are adequate to (足以)ensure that it can carry its load s safely and without excessive distortion. In general (通常),then, we ar e interested in both the safe load that a member can carry and the associ ated (有关的)deformation. Engineering design would be a simple process if the designer could take into consideration (考虑)the loads and the me chanical properties of the materials, manipulate (利用)an equation, and ar rive at (得至!) suitable dimensions.Design is seldom that simple. Usually (通常),on the basis of (按照) experience, the designer selects a trial (试算)member and then does an analysis to see if that member meets the specified requirements. Frequentl y (常常),it does not and then a new trial member is selected and the a nalysis repeated. This design cycle (设计周期)continues until a satisfact ory solution is obtained. The number of cycles (循环次数)required to f ind an acceptable design diminishes as the designer gains experience.正如你差不多从提到的各种各样的材料、力和形状所看到的,工程材料力学对所有的工程领域都有价值。工程师利用材料力学的原理来确定是否该材料的性能和构件尺寸足以保证它能安全地承担荷载且没有过多的变形。通常,我们关怀的是构件能承担的安全荷载及其相应的变形。如果设计者能通过考虑荷载和材料的力学性能,并利用公式得到合适的构件尺寸,那么工程设计将是一个简单的过程。然而设计专门少那么简单。通常,按照体会,设计者选择一个试算构件,然后进行分析,看它是否满足规定的要求。它常常可不能满足要求,则再选择一个新的试算构件,再进行分析。如此的设计持续重复,直至得到一个中意的结果。当设计师拥有一定的体会后,为得到一个可同意的设计所需要的循环次数会减少。Design of Axially Loaded Members 轴向力构件的设计To give you some insight into (使.有一些了解)the desig n cycle, an extremely simple member will be dealt with first. That memb er is a prismatic bar with a force, R acting along its longitudinal axis in the direction (纵轴向)such that it tends to elongate the bar. Such a for ce is referred to as (称为)an axial tensile load (轴向拉力),and we ca n readily imagine it trying to (努力.)pull the fibers apart and to cause f ailure on a transverse plane (横向平面).It is safe to assume that all fib ers of the bar, in regions remote from (远离)the point of application of the load, are being pulled apart with the same load intensity (荷载强度). With this assumption, the load intensity or stress is uniform on a transve rse plane and is given bywhen P is in (以.为单位)Newtons and A is in square metres, stress,is in Newtons per square metre (N/m2), which is by definition (按照定义)Pascals (Pa).为了使你对设计周期有一些了解,第一研究一个专门简单的构件。构件是个棱形的杆件,其上沿着它的纵轴向作用一个力P,如此往往使杆件在该方向上伸长。如此的力称为轴向拉力,我们能容易地想象它在努力地将纤维拉开,导致横向平面的破坏。安全地假定杆件的所有纤维在远离荷载施加点的区域以相同的荷载强度被拉开。在此假定下,荷载强度或应力在横向平面上是平均的,为当P的单位为牛顿、A的单位为平方米时,应力。的单位为牛顿每平方米(N/m2),按照定义为帕斯卡(Pa)。For a given axial load and given dimensions, the stress can be calcul ated from (4-1) and compared with (与.相比)the stress that can be safel y carried by the material. The safe stress, known as (称为)the design st ress or allowable stress (许用应力),is determined by tests performed on material made to (按照)the same specifications as the part being consid ered. A safety factor (安全系数),frequently imposed by a legally establi shed code (法规),is applied to the strength, as determined by tests, to give the allowable stress. The allowable stress, a , is given bywhere f is the stress at which the material fails (failure to be defi ned later) and n is the safety factor.对已知的轴向力和(构件)尺寸,可按照公式(4-1)运算出应力,并与材料能安全承担的应力作比较。安全应力,称为设计应力或许用应力,它是通过对材料的试验来确定的,该(试验)材料按照与所考虑(验算)的杆件相同的规范制作。按照法规规定,通常对试验所确定的强度考虑安全系数后得到许用应力。许用应力 a为那个地点,f为材料失效(失效在下文有定义)时的应力,而n为安全系数。Before approving (核准)trial dimensions, the designer makes certain (确信)that the design is safe by determining that the inequality (不等式)is satisfied. The inequality is usually more convenient in the form 不等式常常以更合适的形式显现,即在核准试算的尺寸之前,设计者通过确定不等式成立而确信设计的安全,即It might at first (起先) seem that the designer would always dimensi on (选定.的尺寸)the cross section (横截面)so that the stress would e xactly equal the allowable stress. However, it may be very costly to prod uce parts that have nonstandard sizes, so it is usually more economical to waste some material by selecting the next (接近的)larger standard size above that required by the allowable stress. Departure from (背离)standa rd sizes is justified (合理的)in cases where the penalty (不利后果)for excess weight is very severe, as in aircraft (航天器)or space-ship (宇宙飞船)design.起先看起来设计者总是在选定横截面的尺寸,以使应力恰好等于许用应力。然而,生产非标准尺寸部件的成本可能专门高,因此,通常人们会选择比按许用应力要求的尺寸大一些的标准尺寸部件,如此尽管白费了一些材料,但总体上更经济。但不选择标准尺寸的做法在诸如航天器和宇宙飞船的设计中证明是合理的,因为余外重量产生的不利后果是专门严峻的。Design of Beams 梁的设计Up to this point (至此)we have looked at (考虑)the beam proble m as a problem in analysis; that is (即),for a given set of loads, span, and cross section we have been ca