土木中外文翻译

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土木工程 外文文献翻译

土木工程  外文文献翻译

学院:专业:土木工程姓名:学号:外文出处: Structural Systems to resist (用外文写)Lateral loads附件: 1.外文资料翻译译文;2.外文原文。

附件1:外文资料翻译译文抗侧向荷载的结构体系常用的结构体系若已测出荷载量达数千万磅重,那么在高层建筑设计中就没有多少可以进行极其复杂的构思余地了。

确实,较好的高层建筑普遍具有构思简单、表现明晰的特点。

这并不是说没有进行宏观构思的余地。

实际上,正是因为有了这种宏观的构思,新奇的高层建筑体系才得以发展,可能更重要的是:几年以前才出现的一些新概念在今天的技术中已经变得平常了。

如果忽略一些与建筑材料密切相关的概念不谈,高层建筑里最为常用的结构体系便可分为如下几类:1.抗弯矩框架。

2.支撑框架,包括偏心支撑框架。

3.剪力墙,包括钢板剪力墙。

4.筒中框架。

5.筒中筒结构。

6.核心交互结构。

7. 框格体系或束筒体系。

特别是由于最近趋向于更复杂的建筑形式,同时也需要增加刚度以抵抗几力和地震力,大多数高层建筑都具有由框架、支撑构架、剪力墙和相关体系相结合而构成的体系。

而且,就较高的建筑物而言,大多数都是由交互式构件组成三维陈列。

将这些构件结合起来的方法正是高层建筑设计方法的本质。

其结合方式需要在考虑环境、功能和费用后再发展,以便提供促使建筑发展达到新高度的有效结构。

这并不是说富于想象力的结构设计就能够创造出伟大建筑。

正相反,有许多例优美的建筑仅得到结构工程师适当的支持就被创造出来了,然而,如果没有天赋甚厚的建筑师的创造力的指导,那么,得以发展的就只能是好的结构,并非是伟大的建筑。

无论如何,要想创造出高层建筑真正非凡的设计,两者都需要最好的。

虽然在文献中通常可以见到有关这七种体系的全面性讨论,但是在这里还值得进一步讨论。

设计方法的本质贯穿于整个讨论。

设计方法的本质贯穿于整个讨论中。

抗弯矩框架抗弯矩框架也许是低,中高度的建筑中常用的体系,它具有线性水平构件和垂直构件在接头处基本刚接之特点。

土木工程英汉词典

土木工程英汉词典

土木工程词典A Type Wooden Ladder A字木梯A-frame A型骨架A-truss A型构架Aandon废弃Abandoned well废井Aberration of needle磁针偏差Abnormal pressure异常压力abnormally high pressure异常高压Abort中止abrasion磨损Abrasion surface浪蚀面abrasive cut-off machine磨切机Abrasive Cutting Wheel拮碟abrasive grinding machine研磨机Abrasive Grinding Wheel磨碟abrasive particle磨料颗粒Absolute address绝对地址Absolute altitude绝对高度Absolute damping绝对阻尼Absolute deviation绝对偏差Absolute flying height绝对航高Absolute gravity绝对重力absolute permeability绝对渗透率absolute porosity绝对孔隙率absolute temperature绝对温度absorbability吸收性;吸附性absorption吸收abutment桥墩abutting end邻接端acceleration加速acceleration lane加速车道Acceleration of gravity重力加速度acceleration pedal加速器踏板accelerator催凝剂;加速器;催化剂acceptance criteria接受准则access通路;通道access door检修门;通道门access lane进出路径access panel检修门access point入口处;出入通道处access ramp入口坡道;斜通道access road通路;通道access shaft竖井通道access spiral loop螺旋式回旋通道access staircase通道楼梯access step出入口踏步access tunnel隧道通道accessible roof可到达的屋顶accessory附件;配件accident事故;意外accidental collapse意外坍塌accommodate装设;容纳accredited private laboratory认可的私人实验室accumulator储压器;蓄电池accuracy limit精度限制acetylene cylinder乙炔圆筒Acetylene Hose煤喉Acetylene Regulator煤表acid plant酸洗设备;酸洗机acid pump酸液泵acid tank酸液缸acidic rock酸性岩acoustic couplant声耦合剂acoustic coupler声音藕合器;音效藕合器acoustic lining隔音板acoustic screen隔声屏Acoustic wave声波acrylic paint丙烯漆料(压克力的油漆) acrylic sheet丙烯胶片(压克力的胶片) active corrosion活性腐蚀active earth pressure主动土压力active fault活断层active oxidation活性氧化actual plot ratio实际地积比率actuator促动器;唧筒;激发器adapt改装adaptor适配器;承接器;转接器;addition增设;加建additional building works增补建筑工程additional horizontal force额外横向力additional plan增补图则(附加的平面图) additional vent加设通风口additive添加剂Address地址adhesive黏结剂;胶黏剂adhesive force附着力Adhesive Glue万能胶Adhesive Reflective Warning Tape反光警告贴纸adit入口;通路;坑道口adjacent construction相邻建造物adjacent level相邻水平adjacent site相邻基地adjacent street相邻街道adjoining area毗邻地区adjoining building毗邻建筑物adjoining land毗邻土地adjoining structure毗邻构筑物adjustable可调校Adjustable Wrench Spanner昔士adjuster调节器adjustment调校;调整Administrative Lawsuit行政诉讼Administrative Remedy行政救济admixture掺合剂;外加剂advance directional sign前置指路标志;方向预告标志advance earthworks前期土方工程advance warning sign前置警告标志advance works前期工程aeration曝气aeration tank曝气池aerial天线Aerial mapping航空测图aerial photograph航测照片Aerial photography航照定位aerial rapid transit system高架快速运输系统aerial ropeway高架缆车系统aerial view鸟瞰图aerofoil翼型aerosol悬浮微粒;喷雾aerosphere大气圈affix贴附aftercooler后冷却器afterfilter后过滤器aftershock余震agent作用剂;代理人aggradation堆积aggregate骨材;集料;碎石aggregate area总面积aggregate grading骨材级配aggregate superficial area表面总面积aggregate usable floor space总楼地板空间agitator搅拌器;搅动机air bleeding放气(空气渗出)air blower鼓风机air brake气压制动器Air chambor气室air circuit空气回路air circuit breaker空气断路器air cleaner空气滤清器air compressor空气压缩机air compressor governor空气压缩机调压器air conditioning空气调节air cooled chiller风冷式冷却机air cooler空气冷却器air cooling system空气冷却系统;风冷系统air coupling valve空气联接阀air curtain fan风帘风扇air cylinder气缸;气筒air damper风闸;气流调节器air distribution system配气系统air distributor空气分配器air dryer空气干燥器air duct通风管道;气槽air entrained cement加气水泥;伴沬水泥air entraining agent输气剂air exhaust排气口air filter空气滤器;风隔;隔尘网air filter chamber空气过滤室air flowmeter风量计;空气流量计air gap气隙air grill空气格栅air inlet进风口;进气孔air inlet louver进气百叶air inlet port进气口air intake进风口;进气孔;入气口air intake duct进风槽air intake filter进气过滤器air isolating cock空气隔断旋塞air line breathing apparatus气喉型呼吸器具air line strainer进气管道隔滤器air outlet出风口air outlet grille空气出口栅格air particle空气粒子air passage风道air pipe/pipework通气管;送气管air piston空气活塞air pressure gauge气压表air pressure switch气压闸air pressurization system空气加压系统air receiver空气储存器air reservoir储气缸air restrictor空气节流器air shuttle valve阻气阀air sprayer喷涂器air spring空气弹簧air strainer空气隔滤器;空气滤网air supply outlet供气出口air supply valve供气阀air tank空气箱air valve进出气阀;放气阀air valve pit进出气阀井;放气阀井air vent cock通风管旋塞air ventilator空气通风器air-operated damper气动风闸airshaft通风竖井airtight cover气密盖airy dry varnish风干清漆alarm警报;警报器alarm bell警报钟alarm buzzer警报器alga藻类Alidade照准仪alidate照准仪align对准;调直;定线alignment(road)路线;准线(特指道路中线的位置与方向)alignment plan(road)路线平面图alkali-silica reaction碱硅反应alkaline aggregate reaction碱性集料反应alkaline earth碱性土alkaline pump碱液泵alkaline tank碱液缸alkalinity碱度all-purpose road混合车道;综合车道alley巷allowable load容许载重;容许荷载Allowable pressure容许压力allowable stress容许应力alloy合金alloy steel bar合金钢筋条alluvial deposit冲积土层;冲积物alluvial plain冲积系alteration更改;改建;改动Alternating current交流电alternating current(a.c.)交流电alternative design替代设计alternative route替代路线alternator交流发电机Altimeter高度计Altitude高度;地平纬度;海拔Altitude correction高度修正Altitude error高度误差Altitude-tint legend高程表Aluminium Flat Bar铝扁条aluminium tape铝卷尺aluminum bridge铝桥Aluminum Sheet花铝板amber琥珀amber flashing light黄色闪光灯Ambient周围ambient pressure周围压力ambient temperature环境温度;周围温度amendment修订amenities市容建筑;设施;康乐设施amenity area美化市容地带amenity railing美观栏杆ammeter电流表;安培计Ammonium nitrate硝酸铵Amortisseur减震器Amortization减震Ampere安培(电流单位)ampere(A)安培(电流量单位)Ampere's law安培定律amplification放大;增强Amplifier放大器amplitude幅;振幅Amplitude anomaly振幅异常Analog模拟Analog signal模拟信号Analogue模拟anchor锚;锚竿支撑anchor bearing锚承;锚座anchor bolt锚栓anchor plate锚碇板anchorage锚碇;碇泊区;抛锚区;锚固anchorage length锚固长度anchoring strength锚固强度ancillary building附属建筑物ancillary facilities附属设施ancillary installation附带装置ancillary works附属工程angle cutter角铁切割机angle iron bracket角铁支架;角铁托架Angle of declination偏角Angle of depression俯角Angle of dip倾角Angle of elevation仰角angle of emergence出射角angle of incidence入射角angle of inclination倾斜角angle of internal friction内摩擦角angle of polarization偏极角angle of reflection反射角Angle of refraction折射角angle of rotaion旋转角angle probe斜探头angular velocity角速度annealing退火annunciation lamp警示灯annunciator传播器;呼唤器anode阳极anode voltage阳极电压Anomaly异常antenna天线Anthracite红基煤anti-corrosion paint防腐蚀油漆anti-creep device防溜装置Anti-grease Rubber Gloves防油胶手套anti-lift roller防升滚轮anti-oxidizing paint抗氧化漆anti-rust paint防锈漆anti-skid chequer防滑格纹anti-skid device防滑装置anti-skid dressing防滑钢沙anti-skid material防滑物料anti-slip防滑动;防空转;防打滑anti-static chain抗静电链anti-static tyre抗静电轮胎anti-stripping agent防剥剂anti-syphonage pipe反虹吸作用管anti-tip roller防倾侧滚轮anti-vibration mounting防震装置anti-vibration pad防震垫anticline背斜Antitermite Paint白蚁油anvil铁砧aperture隙缝;壁孔apex顶apparatus仪器;装置;器具;器材appliance用具;装置;设备applied covering外加覆盖物applied load外施荷载(应用的负荷) approach进路;引道;接驳道路;引桥approach channel进港航道;引渠approach ramp引道坡approach road引道;进路approach speed来车速度approach taper楔形引道路段approach viaduct高架引道approved material经核准的物料approved plan经核准的图则appurtenance附属物apron跳板;护板;停机坪arc电弧arc contact电弧触点arc runner电弧滚环arc welding电弧焊接arch拱;弓形;拱门arch bridge拱桥architect建筑师Architect Registration Examination建筑师注册考试(A.R.E)architectural建筑学architectural decoration建筑装饰architectural projection建筑上的伸出物Architecture结构area traffic control system区域交通控制系统argon arc welding氩气焊armature电枢arrangement排列;布置array数组arresting assembly止动装置art paper铜版纸arterial highway干线道路arterial traffic干线交通article of agreement合约细则Articulation清晰度Artifacts人工产品Artificial illumination人工照明Artificial intelligence人工智能artificial lighting人工照明as-built drawing竣工图则as-constructed drawing竣工图则asbestos abatement works石棉拆除工程asbestos cement石棉水泥asbestos gasket石棉垫料aseismic region无震区ash pit排渣槽;灰坑asphalt沥青asphalt distributor沥青喷洒机asphalt paver沥青铺筑机asphalt roofing沥青屋面asphaltic coating沥青涂层asphaltic concrete沥青混凝土asphaltos地沥青aspirator吸气器assemblage组合物assembly装置;组合assessment评估associated works相关工程;相关设施Assorted Cloth各色布仔Assorted Rubber Gloves杂色胶手套Asymptote渐近线at-grade pedestrian crossing地面行人过路处at-grade signal controlled junction交通灯控制地面路口atmospheric distillation常压蒸馏atmospheric pressure大气压力;常压atmospheric temperature常温atomization air fan雾化空气风扇(喷雾空气风扇)attachment附件;附属物attenuation衰减audible signal音响讯号audible warning音响警号Auger Bit长身小林式钻咀Aurora极光Aurora australis南极光Aurora borealis北极光authorities权限authority主管当局authorized officer获授权人员authorized person获授权人;认可人士;核准人士authorized works获授权进行的工程;批准进行的工程Auto-Marking Gauge ST-7521N自动墨斗automatic(spark)ignition device自动(火花)点火装置Automatic control自动控制automatic control switch自动控制开关automatic operation自动操作automatic release自动脱扣automatic voltage regulator自动调压器automatic weather station自动气象站Automatic zero set自动归零automation equipment自动化设备Automobil Putty原子灰auxiliary control panel辅助掣板(附加的控制仪表板)auxiliary equipment辅助设备auxiliary feedwater pump辅助给水泵auxiliary feedwater tank辅助给水箱auxiliary plant辅助厂房auxiliary system辅助系统auxiliary water pump辅助水泵average compressive stress平均压应力average strength平均强度Averaging平均Axe Handle斧头柄axial fan轴流式风扇axial force轴向力axial load轴向载重;轴向荷载axial stress轴向应力Axis of abscissa横坐标轴Axis of ordinate纵坐标轴axis of reference参考轴axis of rotation旋转轴axis of symmetry对称轴axle bearing车轴轴承(车轴啤令)Azimuth bearing方位角azimuth compass方向罗盘Azimuthal angles方位角Back azimuth反方位角back-fire逆火back-up area后勤地区;辅助埸地backfill回填;回填土backfill material回填物料background noise背景噪音backing plate垫板;背板Backsight后视Bad data不良资料Bad earth接地不良baffle隔板;挡板baffle plate遮挡板baffle wall遮挡墙balance tank调节池;均衡槽balance weight平衡锤balanced load平衡载重balancer平冲器Balancing平差Balancing a survey测量平差balancing pipeline平衡水管balcony露台ball bearing滚珠轴承Ball Caster平底波辘Ball Peen Hammer w/handle圆头锤Ball Point Hex Key Set(extra-long)加长波头套庄六角匙ball valve浮球阀;球形阀;波阀ball-and-socket joint球窝接头ballast道碴bamboo bridge竹桥Bamboo Broom竹扫把Bamboo Handle Toilet Brush竹柄鲍鱼刷bamboo scaffolding竹枝棚架band brake带式制动器band clamp带夹banshee alarm尖啸警报bar铁枝;杆;巴(压力量单位)bar tendon钢筋Barbed Wire有棘铁线barging area驳运地点barrack营房barrel管筒;芯管barrette方形桩barricade路障;障碍物barrier栏栅;护栏;障碍物;屏障barrier block路障barrier gate路闸barrier plate阻挡板Basal plane基面bascule bridge开合式活动吊桥base基座base course路面下层;承重层;路基层base frame基架base insulator基架绝缘器Base level基准面base map底图base plate底板;垫板base sealing底部密封胶base slab平底板base support底座支架Base temperature基础温度baseline基线;底线;基准线baseline programme基线计划basement地库;地窖;地下室Basin盆地batching plant混凝土混和机;配料厂bathmeter深度计Batter level测斜器batter pile斜桩battery蓄电池battery acid level电池酸位battery cell volt蓄电池电压Battery Cells电芯battery charger电池充电器battery electric locomotive电力机车battery electrolyte电池电解液battery-powered device电池推动装置bauxite铝土beacon闪光指示灯bead焊珠beam横梁beam(or girder)bridge梁式桥Beaman arc贝门弧bearing支座;支承;承座;轴承(啤令);方向角Bearing angle方位角bearing capacity承载力bearing force承重能力;承载能力bearing pad支承垫片;承重垫片bearing pile支承桩bearing pin支承栓钉bearing plate支承垫板bearing stress支承应力bearing surface支承面bedding底层;层理bedplate座板bedrock基层岩behaviour性能;状况Belisha beacon斑马线灯;黄波灯bellow pot气囊;气囊筒belly band安全带belt带;皮带belt conveyor带式输送机belt guard皮带护罩belt tension皮带拉力bend弯角;弯位;路弯;弯管bending force弯曲力bending stress弯曲应力Benkelman beam test贝克曼梁试验bentonite膨润土berm channel斜水平台渠berth停泊处;碇泊位bevel斜角;斜面bias偏移Bias magnetic磁偏bill of quantities工料清单binder黏合料bisectrix等分线bit钻头bitumen沥青bitumen coating沥青外衬(沥青护膜)bitumen felt沥青纸bitumen lining沥青衬里Bitumen Paint腊青油Bitumen Paper腊青纸bituminous concrete沥青混凝土bituminous macadam沥青碎石bituminous waterproof membrane沥青防水膜Black Canvas Hose黑色帆布喉Black Iron Pipe(Class B)B级黑铁喉Black Rubber Gloves黑胶手套Black Steel Strapping黑铁皮Black Welding Glass黑玻璃blade剪刀;叶片blank flange盲板法兰;盲板凸缘;管口盖板blanking plate封板blast-furnace鼓风炉blast-furnace slag cement炉渣水泥blasting爆石;爆破bleed nipple放气嘴;减压嘴bleed off pipe溢流管bleed screw放气螺钉;减压螺钉bleeding泌浆(混凝土);泌水性(混凝土) blended cement混合水泥blending control混合控制blinding补路石砂;(填充表面孔隙的细石) blinds百叶窗block plan楼宇平面图(地盘图)blow down放水;放气blow down valve放泄阀;排水阀blower吹风机;鼓风机Blue Pencil#1276蓝铅笔Blue Powder蓝淀粉bobbin绕线管Body belts w/cert.救生绳连证书bogie转向架boiler room锅炉房boiling point沸点bollard护柱;系船柱bollard light安全岛指示灯bollard plinth护柱柱基;护柱基座bolster承枕;横撑bolt螺栓Bolt Cutter蛇头剪Bolts and Nuts螺丝类bond黏结;黏合;契约bond coat黏合层bond strength黏合强度bond stress黏合应力boom吊杆booster pump增压泵booster pumping station增压抽水站booster transformer增压变压器booster water pump增压水泵;增压抽水机borated water storage tank含硼水贮存箱border link边境连接道路border terminus过境终站bore钻孔;内孔bored pile螺旋钻孔桩bored tunnel钻挖的隧道borehole log钻孔纪录boric acid硼酸boring钻探;冲孔boring machine钻探机;镗床borrow area采泥区;采料区BOT(Build-Operate Transfer)兴建营运转移bottleneck樽颈;狭窄段bottom heave底部隆bottom layer底层bottom plate底板bottom simulating reflector(BSR)海底仿拟反射器bottom-hole pressure井底压力boulder巨砾boundary分界线;界线box bridge箱型桥box culvert盒形排水渠;盒形暗渠;箱形暗渠;方形去水渠box girder箱形大梁brace撑杆;支撑braced structure受横向支撑的结构bracing支撑bracing structure支撑结构bracket托架;支架braid编织电缆brake制动器brake horse power制动马力brake lining制动器摩擦衬片brake pedal剎车踏板brake system制动系统brake test制动器试验brake tester制动系统测试器braking distance制动距离;剎车距离branch circuit分支电路branch pipe/pipework支管;分支喉管Brass Caliper铜身卡尺Brass Flat Bar铜扁条brass gate valve黄铜闸阀Brass Padlock w/key同匙铜锁Brass Straight Nozzle消防铜射咀brass wire brush铜丝刷break pressure tank减压配水缸箱;水压调节池breaker轧碎机;碎石机;隔断器;开关闸;断路器;保险掣breaking strength抗断强度breakthrough击穿breakwater防波堤breather通气孔;呼吸器breather valve通气阀breathing apparatus呼吸器具brick砖brick bridge砖桥Brick Reinforcement砖墙网Brick Reinforcement Mesh砖网brick works砌砖工程brickwork砖块bridge桥梁bridge abutment桥台bridge crane桥式吊机bridge deck桥面板;桥板;桥面bridge girder桥大梁bridge pier桥墩bridgeworks桥梁工程Bright spot亮点Brightness亮度Brown Paper鸡皮纸BS916Hex Bolts&Nuts BS916英制六角螺丝带母(丝闩)bubble accumulator气泡贮存器Bubble effect气泡效应bucket conveyor斗式输送机buckling压曲;压弯buckling load压曲临界荷载buffer缓冲;缓冲器;减震器buffer area缓冲地区build,operate and transfer(BOT)franchise 「建造、营运及移交」专营权builder's lift施工用升降机building建筑物;大厦building area建筑面积building condition楼宇状况building construction建筑物建造;建筑营造building design建筑物设计;建筑设计building envelope建筑物外壳building frontage建筑物正面building land屋地;屋子建筑用地building material建筑物料building plan建筑图则Building Planning建筑计划building services建筑设备building site屋宇建筑地盘;工地Building Technology建筑技术building works屋宇建筑工程;楼宇建筑工程bulk density容积密度bulk excavation works大型挖掘工程bulk modulus体积弹性系数bulldozer推土机;铲泥车bump(road)限速路面突块bumper缓冲器;防撞器;防撞杠bunch捆扎bund壆;田基;堤壆bund wall壆墙bundled area堤壆保护区buoyant force浮力burglar alarm system防盗警报系统buried concrete埋入地下的混凝土burner燃烧器;炉头bursting爆裂bus interchange巴士转车处bus stop shelter巴士站遮盖物bus terminus巴士总站bus-bar导电条;母线(汇流条)bus-coupler母线联接bush轴衬(杯士)butt fusion welding对头熔接butt welding对焊butterfly cock蝶形旋阀butterfly gate蝶形闸butterfly valve蝶形阀buttress支墩buzzer蜂音器;蜂鸣器by-pass绕道;支路;支管;旁通管by-pass valve旁通阀Byte字节cab小室;驾驶室cabinet小室;贮存柜cable电缆cable channel电缆沟;电缆槽cable conduit电缆管cable coupler电缆耦合器Cable Cutter威也钳cable draw pit电缆沙井;铺缆井cable duct电缆管道cable gland电缆密封套cable joint电缆接头cable laying wagon电缆敷设车cable lead电缆引线cable route电缆路线cable supported viaduct悬索高架桥cable suspension bridge钢索吊桥cable trench电缆槽cable trough电缆坑cable trunk电缆干线cable tunnel电缆隧道cable-stayed bridge斜拉桥;斜张桥cage机厢caisson沉箱caisson cap沉箱盖caisson foundation沉箱地基;沉箱基础caisson pier沉箱墩caisson pile沉箱桩caisson retaining wall沉箱挡土墙caisson wall沉箱墙Calibrate校准Calibrating device校准器calibration校准Calibration constant校准常数Calibration instrument校准仪caliper measure测径calorie(cal)卡路里(热量单位)calorific value热值calorifier加热器cam凸轮camber拱度(成弧形)candela(cd)烛光(发光强度单位)canister respirator罐型防毒面具canopy雨遮cantilever悬臂cantilever beam悬臂梁cantilever bridge悬臂桥cantilever crane悬臂吊机cantilever footing悬臂基脚cantilever foundation悬臂地基cantilever support悬臂支架canvas帆布canvas belt帆布带cap帽;盖Capacitance电容capacitance meter电容表Capacitivity电容率capacitor电容器capacity容量;载客量capacity control valve容量控制阀Capillarity毛细作用Capillary pressure毛细压力capital works基本建设工程;基建工程;carbon brush碳刷Carbon Dioxide Fire Extinguisher二氧化碳灭火筒carbon pile碳柱carbon ring碳环carbon steel含碳钢carbon strip碳条carbonation碳化carbonation depth碳化深度carbonation process碳化过程carbonhydrate碳水化合物carborundum金刚砂carburettor化油器;气化器cargo handling area货物装卸区Carpenter Hammer w/handle木工锤Carpenter Pencil木工笔carriageway行车道carriageway marking行车道标记Carry进位carrying capacity运载量;载重量;承载能力Cartesian coordinates笛卡儿坐标;直角坐标cartridge子弹;弹药筒cartridge operated tool弹药推动的工具cartridge type respirator滤罐型呼吸器;筒型防毒面具(猪咀)casing套管cast iron铸铁;生铁cast iron conductor铸铁导管Cast Iron Electrode铸铁焊支cast iron pipe铸铁管(生铁管)cast-in anchorage浇注锚固cast-in-place灌注;现场浇筑cast-in-place(CIP)场铸式cast-in-situ concrete unit现场浇筑混凝土构件casting basin预制品工场Castor with stopper棚架辘casualty team意外事件小组cat ladder便梯;爬梯catalytic action催化作用catch挡片;制止器;扣掣;门扣catch fan扇形防护网架catch fence拦截围墙catch platform坠台Catcher抓贝catchment area集水区;引集范围catchpit排水井;集水坑;截流井catchwater channel集水槽catenary wire吊索cathode阴极cathode ray tube(CRT)阴极射线管cathodic protection阴极保护catwalk跳板;轻便梯;轻便栈桥caulk填缝Caulking Gun油灰鎗caulking material填隙料causeway堤道(长堤)caution sign警告标志cavern洞穴cavity中空部分;穴cavity wall空心墙ceiling天花板ceiling slab天花板ceiling suspension hook天花吊celestial eqquator天球赤道Celestial equator天体赤道Celestial pole天极cell电池cellular office分格式办公室cement水泥cement content水泥含量cement mortar水泥沙浆cement plaster水泥灰泥cement rendering水泥荡面(水泥刷面) cement sand mix水泥沙浆cementitious content水泥成分Center of curvature曲率中心Center of gravity重心Centesimal graduation百分度centi(c)厘(百分之一)Centigrade百分度;摄氏温度Centimeter-gram-second system公分-公克-秒单位制central divider中央分隔栏central dividing strip中央分隔带central line中线central median中央分隔带central power-driven machine中央动力机械Central processing unit中央处理机central profile barrier中央纵向护栏central reserve中央预留带central span中跨距(中心跨距)centre lane中行车线(中央车道)centre line中心线centre line of street街道中心线centrifugal filter离心过滤器centrifugal force离心力centrifugal load离心荷载centrifugal pump离心泵centripetal force向心力ceramic tile瓷砖certificate证明书certificate of inspection检查证明书certificate of registration注册证明书;登记证明书certification核证Certification Standards建筑师的认证标准certified copy经核证文本certify核证cesspool污水池chain链chain block滑车吊链;链动滑轮(链滑车) Chain Saw电动链锯chainage丈量长度;里程距离chainlink fence扣环围栏;铁网围栏Chalk粉笔Chalk Brush粉刷chamber小室;间隔chamfer去角(斜角)位;斜削chandelier水晶灯change-over switch转换开关change-over valve转换阀channel沟渠;线糟;槽;渠道;频道channel cover槽盖Channel wave槽波channelization(traffic)(交通)导流channelizing island导行岛channelizing line导行线Chaos theory混沌论Character特性;字符Characteristic特性;特征characteristic strength特征强度Charge炸药;电荷Chart图表chart datum海图基准面chart recorder图表记录器chassis车身底盘check查核check block挡块check joint止回接头check mechanism制动装置check plate垫板;挡板check rail护轮轨check screw止动螺钉check valve止回流阀chemical action化学作用chemical dosing化学剂量chemical grout化学灌浆Chemical Materials化工物料类chemical property化学特性chemical refuse化学垃圾chemical test化学测试chemicals化学品chequered plate网纹板chill plate冷却板chilled air fan冷风风扇chilled water pump冷冻水泵chiller冷冻机chiller plant致冷设备;制冷设备chimney烟沟;烟chimney coping烟囱盖顶chimney stack烟囱Chinese Ink大墨汁Chinese Pen毛笔Chipping Hammer w/handle敲锈锤chippings碎屑;破片chisel凿chloride氯化物chloride content氯化物含量chloride diffusion氯化物扩散chloride extraction除氯chloride ion氯离子chloride ion content氯离子含量chlorinated polyvinyl chloride(PVC-C)氯化聚氯乙烯chlorinated water加有氯气的水chlorinator加氯器chopper斩波器;截波器chunam灰泥土批荡chute溜槽;滑道;槽管ciffusion coefficient扩散系数circuit电路;环道circuit breaker断路保险掣circular footing圆基脚circular road环回道路Circular Saw Blade(Carbide Tipped)40T钻石介木碟circulating water pump循环水泵circulation mode循环模式circumferential road环回道路civil works土木工程cladding骨架外墙;覆盖层claim声称;申索;索偿clamp夹钳claplock cable clamp拍扣式电缆线夹clast碎屑;岩粒Clathrate天然气水化合物Claw Hammer w/handle羊角锤clay黏土clay field pipe瓦管Clay Picks Head番钉头Clay Picks w/handle番钉连柄Cleaner洁厕得cleaning eye清理孔Cleaning Pad快洁布cleaning rod清理棒cleansing洁净clear effective length净有效长度clear height净高clear opening净开口clear space净空间clear span净跨距clear width净宽度clearance相距空间;(净空) clearance gauge测隙规clearance space间隙空间cleat夹具clevis U形夹client委托人climb form technique提升模板技术climbing lane爬坡车道climofunction气候因素Clinographic curve坡度曲线Clinometer测斜器clip小夹close fitting cover紧合封盖close fittings紧合配件close-boarded platform密合封板平台Close-up闭合closed area禁区closed circuit television(CCTV)闭路电视closed end不能通行的一端closed position闭合的位置Closed traverse闭合导线Closing error闭合误差closure封闭Closure error闭合误差cloverleaf interchange四叶式交汇处;蝶式交汇处clutch离合器co-ordinator统筹人Coagulation凝结Coal红基煤coal-tar epoxy环氧煤焦油coarse aggregate粗骨料coarse screening粗筛Coast line海岸线Coastal deposits海岸堆积coating保护层;涂层coating material涂盖物质cock旋塞;旋阀Coconut Brush Broom椰衣扫Code address编码地址Code language代码语言code of practice工作守则;操作守则code reader读码器Coded data编码数据Coded message编码信息Coder编码器;编码员Coding编码;译码Coding rule编码规则coefficient系数Coefficient of correction校正系数Coefficient of correlation对比系数Coefficient of damping阻尼系数coefficient of elasticity弹性系数coefficient of expansion膨胀系数Coefficient of extension伸延系数coefficient of internal friction内摩擦系数coefficient of linear expansion线性膨胀系数coefficient of refraction折射系数Coefficient of safety安全系数coefficient of thermal diffusion热扩散系数coefficient of transmissibility可传性系数cofferdam围堰坝cohesive force黏合力;凝聚力coil线圈;簧圈;盘管cold milling刨去路面旧沥青cold reduced steel wire冷轧钢丝cold solvent welding冷冻溶剂焊接cold storage冷藏库collapse坍塌collapsible cantilever platform可折悬臂平台collapsible gate折闸collar护圈;束套;套环Collateral data附属数据collet套爪;筒夹Collimated平行Collimation瞄准;平行校正collimation axis视准轴collimation error视准误差collimation line视准线collimation plane视准面collimator视准仪Collision碰撞Collision zone板块碰撞带colluvial deposit崩积土层Color code色码Color display彩色展示Color plates色版Color processing彩色处理Color Rags什布仔Color sensation色感Coloration着色;彩色colour code色码colour light signal颜色灯号coloured cement颜色水泥column柱column cap柱帽column footing柱基脚column frame柱架column head柱头Combination组合Combination Plier平咀钳Combination Slip-Joint Plier鲤鱼钳Combination Wrench令梗Combination Wrench Set套庄令梗combined dead load组合恒载combined effect混合效应combined footing联合基脚combined load合并载重combustible goods可燃物品combustible material可燃烧物料combustion燃烧combustion chamber燃烧室commencement of operation开始操作commercial building商业建筑物commercial complex商场commercial land商业用地commercial use商业用途commissioning启用;投产;投入服务;开始使用;开始运作commitment承担common corridor公用走廊Common mode同型common part公用部分Common Round Iron Nails普通圆铁钉common use共同使用common waste pipe共用废水管communal facilities公用设施communication channel/link通讯渠道communication system通讯系统commutator整流器commuter通勤者compacted concrete压实混凝土compaction压实;夯实compaction pile压实桩compaction test压实测试compartment分隔室compartment wall分隔墙Compass罗盘Compass azimuth罗盘方位角Compass bearing罗盘方位Compass declination磁偏角compatibility相配;相容compensating valve补偿阀compensation补偿;补偿金competent person符合资格人士;有资格人士Compiler编绎程序complement补充设备Complement address补码地址Complement angle余角Complementary angle余角complete function test全面功能试验complete fusion完全熔接complete overhaul全面大修completed works已完成的工程compliance遵从composite beam组合梁composite building综合用途建筑物composite pile混合桩composite sandwich construction复合夹层结构composite steel plate复合钢板composite wall组合墙composition成分compound场地;合成物comprehensive details全面细节;整体细节comprehensive development area综合发展区comprehensive redevelopment area综合重建区comprehensive transport interchange facilities综合交通交汇设施comprehensive transport study整体运输研究compressed air压缩空气compressed air tunnelling method压缩空气开挖隧道法compressed gas压缩气体Compressibility压缩系数compressing tool压挤工具compression压缩compression joint承压接缝compression load压缩荷载compression reinforcement受压钢筋compression test抗压测试compressional anticline挤压背斜compressional fold挤压褶皱compressive failure压缩塌毁;压缩毁坏compressive strength抗压强度compressive stress抗压应力compressor压缩机computer aided design(CAD)facilities电脑辅助设计设施computer graphics电脑绘图Computer language计算器语言computerized automatic concrete cubecrushing machine电脑化混凝土立方块压力试验机concave凹形concealed piping隐藏喉管concentrated load集中载重;集中荷载concept plan概念图conceptual layout概念规划concrete混凝土;三合土concrete barrier混凝土防撞栏concrete block混凝土趸concrete block seawall混凝土海堤Concrete Brick沙砖concrete bridge混凝土桥concrete buffer混凝土缓冲壆Concrete Chisel石矢尖凿concrete core混凝土芯concrete cover混凝土保护层concrete cube混凝土立方块concrete cube test混凝土立方体试验concrete durability混凝土耐久性concrete foundation混凝土基础concrete grade混凝土等级concrete lining混凝土搪层;混凝土衬里concrete mix混凝土混合物;混凝土拌合料concrete mixer混凝土混合机;混凝土搅拌机concrete mixing plant混凝土拌合厂concrete paving block混凝土铺路砖concrete pile混凝土桩concrete pipe混凝土管concrete plinth混凝土基脚concrete pour works混凝土浇灌工程concrete profile barrier混凝土纵向护栏concrete re-alkalization混凝土再碱性化concrete sample混凝土样本concrete slab混凝土板concrete sleeper混凝土轨枕concrete spalling混凝土剥落Concrete Stones石仔concrete strength混凝土强度concrete stress混凝土应力concrete structure混凝土结构;混凝土建造物concrete technology混凝土科技;混凝土工艺concrete test混凝土测试concrete vibrator混凝土震捣器(混凝土振动器)concrete wall混凝土墙concreting灌注混凝土condensation冷凝condenser冷凝器;电容器condition条件﹔状况conductance导率Conductibitily导电性Conducting stratum导电层conduction传导Conductive body导体conductive part导电部分conductivity导电性conductor导体;导线conduit管道;导管cone锥形筒Confidence可信度configuration构形(结构)confined space密封空间confining stress局限应力confirmatory test验证测试Conjunction交集Connected to ground接地connection接驳;连接;接驳处connector接驳器;连接器Connectors(Long Huts)镀锌公英制牙条长驳母consecutive test result连续测试结果consent同意conservation of energy节约能源conservatory温室consideration代价Consistency一致性console控制台consolidate加固consolidating stratum固结地层(巩固地层) consolidation沉积;固结consolidation coefficient固结系数consolidation test固结试验conspicuous place显眼地方conspicuous position显眼位置Constant of gravitation万有引力常数construction建造;建筑结构;构造construction cost建筑成本;建筑价格;建筑费用;造价construction joint施工接缝;施工缝construction plant施工设备construction road施工用道路construction sequence施工程序;施工步骤construction site vehicle建筑基地车辆construction stage施工阶段construction works建造工程consultant顾问consultant fee顾问费consultation谘询consumer用户container贮存器;货柜containment防漏contaminate污染Contamination污染contamination monitoring system污染监测系统Continental shelf大陆棚contingency plan应急计划;应变计划contingency sum额外预算费Continuation延伸continuity连续性continuity test连续性测试continuous barrier连续护栏continuous beam连续梁continuous bridge连续式桥梁continuous covered elevated walkway system 直通有盖高架行人路系统continuous footing连续基脚;条型基础continuous load连续荷载contour map等值线图contour walk依地势建筑的小径contra-flow反方向行车contract合约;合同contract description合约说明contract document合约文件contract drawing合约图则contract payment合约支付款项contract period合约期contract sum合约金额contraction coefficient收缩系数contraction crack收缩裂缝contraction joint收缩接缝contractor承建商;建筑商contractor shed承建商屋棚contractor yard承建商工地contractual claim按合约索偿(契约的要求) contractual obligation合约订明的责任contravention违反contribution分担费用control管制control cable操纵缆control console操纵台;控制台control gear控制器control kiosk控制站control panel控制电箱;控制盘Control point控制点Control signal控制信号control station控制站control switch控制电掣control valve控掣阀controlled area管制区Controller控制器Convection对流conversion factor换算系数converter变流器convex凸形convey输送conveyor输送机;输送器Cooker Switch铁曲架制coolant冷却剂cooling agent冷却剂cooling coil冷却盘管cooling fan冷却风扇cooling fan blade散热扇片cooling fin散热片;冷却片cooling rib冷却肋片cooling system冷却系统cooling tank冷却池cooling tower冷却水塔cooling water pump冷却水泵coordinate angle坐标角coordinate axis坐标轴coordinate plane标轴面。

土木工程 外文资料翻译(通用)

土木工程  外文资料翻译(通用)

淮阴工学院毕业设计外文资料翻译学院:建筑工程学院专业:土木工程(路桥方向)姓名:石洋学号:1081401526外文出处:工程力学杂志(用外文写)Journal of Engineering Mechanics 附件: 1.外文资料翻译译文;2.外文原文。

注:请将该封面与附件装订成册。

附件1:外文资料翻译译文Timoshenko 和剪切模型梁的动力学研究Noël Challamel1摘要:古典Timoshenko 梁模型和剪切梁模型常用于建筑行为模型都剪稳定性或动态分析。

该技术关注的是两种模型间的大量弯曲剪切刚度值的问题。

这是以两种模型分析研究了简支梁。

获得大量弯曲剪切刚度值的渐进解。

在一般情况下,实验在考虑大弯剪刚度值参数时证明该剪切梁模型不能从Timoshenko 模型中推断出来,这只是达到特定的几何参数在目前的例子。

作为结论,剪切模型的能力近似Timoshenko 模型,因为大量弯曲剪切刚度参数是坚定的依赖于横截面在边界状态下的材料和几何特性。

关键词:横波,结构力学,动态模型,脑电图仪,比较研究。

引言:经典的Timoshenko 梁模型和剪切梁模型经常被用来模拟建筑物的剪切稳定性和动态特性。

该技术关注的是两种模型间的大量弯曲剪切刚度值的问题。

2004年Aristizabal-Ochoa 通过考虑大量无维参数来比较这两种模型出一种关系,屈服于剪切刚度参数。

这项科学证据表明一个简单的例子这个参数可能不足以联系这两种理论。

Timoshenko 模型动态方程: Timoshenko 模型的控制方程是:x∂θ∂EI -)θ-x ∂y ∂(G A -t ∂θ∂r m 0x∂θ∂G A x ∂y ∂G A -t ∂∂m 22S 222S 22S 2y 2==+ (1) 这种横梁只在杨氏模量和横断面剪切模量下用均匀的弹性材料制成的。

它的横向的横截面是带有一个用A S 和一个重要的惯性矩表示的有效的剪切区域双重对称的I =Ar 2。

土木建筑工程英汉词典

土木建筑工程英汉词典

土木建筑工程英汉词典Soil Mechanics - 土力学Structural Analysis - 结构分析Concrete - 混凝土Steel - 钢铁Reinforcement - 钢筋Foundation - 基础Geotechnical Engineering - 岩土工程Shoring - 支护Excavation - 挖掘Tunneling - 隧道工程Surveying - 测量Geology - 地质学Hydraulics - 水力学Construction Management - 施工管理Structural Engineering - 结构工程Bridge - 桥梁Highway - 公路Irrigation - 灌溉Water Supply - 供水Foundation Design - 基础设计Soil Testing - 土壤测试Construction Materials - 建筑材料Earthquake Engineering - 地震工程Environmental Impact Assessment - 环境影响评价Safety Management - 安全管理Cost Estimation - 成本估算Project Planning - 项目规划Project Management - 项目管理Building Codes - 建筑规范Risk Assessment - 风险评估Contract Administration - 合同管理Quality Control - 质量控制Concrete Technology - 混凝土技术Steel Structures - 钢结构Engineering Drawing - 工程图纸Construction Equipment - 建筑设备Slope Stability - 边坡稳定性Dams - 水坝Seismic Design - 地震设计Construction Site - 建筑工地Structural Integrity - 结构完整性Water Treatment - 水处理Sustainable Construction - 可持续建筑Architectural Design - 建筑设计Material Testing - 材料测试Quantity Surveying - 工程测量Earthworks - 土方工程Structural Rehabilitation - 结构修复Road Construction - 道路建设Facade Design - 幕墙设计Construction Methodology - 施工方法论Retaining Wall - 挡土墙Heritage Conservation - 文物保护Building Maintenance - 建筑维护Engineering Ethics - 工程伦理Construction Waste Management - 建筑废弃物管理Public Infrastructure - 公共基础设施Landscape Architecture - 景观建筑。

土木中外文翻译

土木中外文翻译

On The Application of High-Performance Concrete Summary The high-performance concrete is a main direction of the technical development of recent concrete, the foreign scholar has called that the concrete in 21st century. Norway carried on research to this at first in 1986, named formally from American National Standard, technological research institute (NIST) and a seminar hosted together of American Concrete Institute (ACI) in 1990. Conference stipulate high-performance concrete to have whom some performance require homogenize the concrete, must adopt the strict construction craft, adopt high-quality material formulate, easy to water smash, emanate, mechanics performance steady, early intensity high, with performance such as toughness and volume stability durable concrete, especially suitable for the skyscraper, bridge and open to the building structure of the harsh environment.Key words concrete; performance; engineering; application1.IntroductionRecent high-performance concrete is the main direction of the development of concrete technology, foreign scholars have called the 21st century concrete. Norway in 1986, this was the first study in 1990 by the National Institute of Standards and Technology (NIST) and the American Concrete Institute (ACI) at a seminar co-hosted a formal naming. The General Assembly for high-performance concrete is a certain performance requirements of the uniform quality of concrete, it must adopt a strict construction technology, using high-quality materials, preparation, ease of pouring pound, non-segregation, mechanical properties and stability, high early strength with toughness and size stability durability performance of concrete, especially for high-rise buildings, bridges, and exposure to harsh environments in architectural structures. As an integrated high-performance concrete with excellent technical characteristics of materials at home and abroad has aroused world wide attention with the engineering and concern. 10 years, the world, many countries have invested a great deal of manpower, financial and material resources to conduct the research and development applications, to enable high-performance concrete technology has made great progress in the selection of raw materials, mix design, physical and mechanical properties of , durability, workability, structure and performance as well as application of technology have made both theoretical basis and its practical value of scientific and technological achievements.In 1993, the technical committee under American Concrete Institute proposed a new high-performance concrete was defined: Meet project special various performance of requirement, but including easy to water, smash instead of emanating, high long-term mechanics performance, high early intensity, high and tough and tensile and high volume stability, or the service life in the harsh environment is for a long time, and homogenizing good concrete. In recent years, American Concrete Institute provides more concise definitionon a piece of characters again: "The high-performance concrete is that one kind can accord with special performance and synthesize the concrete with the homogeneity requirement, the concrete can get with regular concrete component material and common mixing, habit method smashed and maintained to water often. "High-performance concrete, it is used for signifying the concrete with high work degree, high strength and high durability beginning. This kind of concrete must be designed and possessed high volume stability.For reduce concrete shrink and do fracture produced to contract with temperature, must limit the grout content in the concrete mixture. The high-performance concrete amount of total grout limited of design method of match ratio that Mehta and Actcin put forward is 1/3 of the concrete volume; Allow some silicate cement spend volcanic ash or have glue person who congeal to mix, shut material replace. AcTcin has been prophesied: Mix slay, fly ash, silica flour, inferior clay, the rice husks dust and three yuan of the lime stone powder and mix cement besides can make the preparation of the high-performance concrete more economic ing, still can give play to exceeding a pile of function of them, improve its property while mixing and hardening newly.2.High performance concrete in modern engineeringHigh performance concrete technology is successfully used in many parts of the world of offshore structures and grew up across the bridge construction, Langley, who described growing up across a few bridges in Canada with the workability.They are used in the girder, mound department and mound base, it is 450 Kg/m3 that silica flour mix cement consumption, water 153L/ m3, guide angry pharmaceutical 160mL/ m3 and high-efficient water-reducing agent 3L/ m3. Its slump is probably in 200mm; Includes 6.1% of tolerance; 1d, 3d, 28d compression strength are 35, 52 and 82 MPa respectively; The foundation and other big mixed cement consumption of pieces of concrete are 307 Kg/m3, fly ash 133 Kg/m3, water consumption is close, but guide the angry pharmaceutical and mixing amount of high-efficient water-reducing agent to reduce by a large margin, make an appointment in 185mm in slump; Includes 7% of tolerance; 1d, 3d, 28d and 90d compression strength are 10, 20, 50 and 76 MPa respectively. And water permeability of U.S.A. and chlorine ion fast to permeate standard method experimental result indicate according to Canada: Both part of concretes present very low permeability. To high-performance concrete construction of structure, need, put emphasis on, strengthen on-the-spot laboratory test and inspection of quality very much.Another area of development of high performance concrete is a high performance lightweight concrete, as opposed to steel, ordinary concrete strength / weight ratio is very low,mixed with high-strength concrete superplasticizer is significantly enhanced the ratio; with a large number of tiny holes lightweight aggregate to replace part of the normal aggregate, will be able to further improve this ratio. As the aggregate quality of different density of 2000 Kg/m3, compressive strength at 70 ~ 80 MPa high-performance lightweight concrete in a number of countries have already commercialized and used in component production. In Australia, Canada, Japan, Norway and the United States, high-performance lightweight concrete has been used in fixed and floating drilling platform; because of mud and water, the interface between the aggregate bond strength, it can be impermeable, so the erosion of the environment able is very durable.-Doped silica powder 10 ~ 15% or even higher superplasticizer prepared mixture of cement concrete, with excellent adhesion, so the spray applied to the wet spraying the structural repair of concrete, which is one of the areas of high performance concrete applications .High-performance concrete (> 40MPa) over the first 30-story high-rise buildings used for reinforced concrete structures, because such buildings in the lower third of the columns, using ordinary concrete when the great cross-section. In addition to savings in material costs, as compared with the steel structure, speeding up the adoption of concrete structures is an important feature, since the United States in Chicago in 1965 with 50 MPa concrete pouring Lake Point Tower some of the pillars has been everywhere in North America and other countries using high-performance concrete to build high-rise building. Chicago 79-story Water Tower Place building columns using 60MPa concrete; Toronto's Scotia Plaza Building and Seattle's Two union Square Building 2 Buildings then 90 and 120MPa respectively intensity of high-performance concrete pillars.Application examples: a. high-performance concrete application of C80 high-strength and high-performance concrete in Shenyang Fangyuan Building, Onishi Electric Park, and many other high-rise building in the application of concrete filled steel tubular columns.b. Shanghai Research in the field of high performance concrete in a large number of promising results obtained, of which representative results are: China's tallest building - 88 C40 floor Jinmao Tower once pumped to 382.5m; Tomorrow Square slag pumping C80 concrete; in Shanghai education TV station based on complex building mass concrete, cement consumption accounted for only 46% of the total cementitious materials, preparation of the full amount of concrete slurry, concrete work, cohesiveness and resistance to segregation are very excellent performance, strength of C40 high-performance concrete.2.2 High-performance pavement concretea. High-performance pavement concrete significance of the studyWith the increasing traffic and transport requirements to develop the "long-life low-maintenance road,"With high-performance pavement concrete, to improve the flexural strength and durability of concrete is the current trend of development of concrete pavement.b. Overseas developmentsHeld in 1997 at the XVI International Conference on Concrete Pavement, pavement design proposed not only to raise the average intensity of demand, but also make the durability requirements. Made in the direction of future development of ultra-high tensile strength up to 17MPa strength concrete, for paving continuous concrete pavement. Improve the concrete pavement surface compactness and impermeability are very important, and this is through high-performance concrete to achieve.c. High-performance pavement concrete strengthHigh-performance concrete pavement important feature is a high flexural strength. Using high-performance pavement concrete can significantly improve the bearing capacity of pavement, extend service life, or thinning the thickness of pavement to reduce the project cost.d. High-performance durability of concrete pavementHigh-performance concrete pavement main feature is a sufficient durability, resistant to climatic and environmental effects of long-term damage to ensure that the design of pavement and within the concrete can work properly.e. High deformation characteristics of concrete pavement(1) ShrinkageRoad panel surface area of great evaporation, shrinkage may be caused by Tao panel surface of shrinkage cracks, the need to increase conservation.(2) The flexural modulus of elasticityHigh-performance pavement concrete flexural elastic modulus E, by measurement, one for 4.305104Mpa, 2 grade 4.845104Mpa, 3 grade 4.605104Mpa. Intensity of three high-performance pavement concrete mix, the aggregate amount of less coarse aggregate maximum particle diameter is smaller.f. The application ofApplication of high-performance pavement concrete yield significant benefits:(1) increase pavement strength;(2) extend the pavement service life;(3) reducing the project cost;g. Applications(1) in the U.S. about 70% of the road pavement using high-performance concrete: one in North Dakota, 1988 and 1989 in the summer, with 20000m3 of concrete paving thickness of 200 mm of the surface, its water-cement ratio of 0.43, cement consumption 100 Kg/m3, fly ash 220 Kg/m3; the road Texas demonstration project has successfully adopted this new material.(2) The Qinghai-Tibet railway construction project fully promote the use ofh. ConclusionThree intensity levels of high-performance pavement concrete is extremely good quality, cost of materials basically does not increase or increased marginally, for the different requirements of the project choose to use, the construction of low-maintenance long-life pavement, road, its social, economic benefits are enormous, and worth promoting and continued research to promote the country's airports cement concrete pavement construction and road pavement engineering is entering a new stage of development to meet the growing demand for aviation and transportation needs.2.3 Marine Concrete Structures- Durability of hydraulic structures to enhance port study and propose technical and economic rational, easy to promote the use of a new marine engineering high-performance concreteSpan bridges, undersea tunnels and offshore oil platforms, is an instance of this application.Such as: a, Shantou, Hong Kong outside the Deepwater Channel Regulation Project; b Lingdingyang Pearl River Estuary Deepwater Channel Regulation Project;c, Qingdao, Ningbo Beilun and other ports that can berth 200,000-ton class built tankers and ore ships deep-water berths2.4 Free Vibration of Self-compacting ConcreteDue to vibration-free self-compacting concrete has a very good work, making the concrete filling, compactness, uniformity has been significantly improved, becoming a new concrete technology, progress is listed as a family of high performance concrete.Vibration-free self-compacting concrete is the first study from Japan over the last decade to develop and put into a modern concrete engineering technology. Since vibration-free self-compacting concrete in engineering applications can be made to improve concrete quality,improve concrete construction operations, to support the construction noise and improve labor productivity, speed up the construction cost reduction and other technical and economic effect, in recent years have given the world great pay attention to. Japan is expected by 2003 there will be 1 / 2 works with the free vibration of concrete self-compacting concrete pouring.As the name suggests, vibration-free self-compacting concrete is poured concrete, when self-gravity alone without any external force tamping to achieve self-compacting, self-leveling of a concrete. Vibration-free Self-compacting concrete should have three characteristics:(1) Mobility;(2) Good stability - does not disintegrate;(3) Reinforcement and templates in any gap, with a good through capacity, does not produce blocking.According to the requirements of these three characteristics, vibration-free preparation of self-compacting concrete principles and methods section are as follows:Fresh concrete phase is a particle suspended solids, the continuous medium is a cement paste, which is liquid and Concrete Aggregates, compared with solid-phase. All the particles in suspension, mobility and particle balance between segregation is necessary. Free vibration of fresh self-compacting concrete in the absence of external force to be real concrete formwork to give full fill all the gaps and achieve the compact, more importantly, to both good fluidity and stability.In order to obtain high mobility, we must first reduce the friction between the particles. Incorporation of superplasticizer to reduce the surface tension of particles of course is necessary, but vibration-free performance requirements of self-compacting of view, alone doped superplasticizer was also difficult to achieve, needs to mixed with a certain amount of ultra-fine material.To obtain good stability, so that materials are not disintegrate, the liquid must have the appropriate rheology, can not produce bleeding and prevent particle segregation. To achieve this request, also be mixed with an appropriate amount of particle size <0.25mm fine filler and in some cases mixed with viscosity modifying agent (tackifier).In order to be able to flow through the reinforcement of concrete and templates in the gap without creating any obstruction, in addition to the design of engineering structures be selected according to the appropriate particle size and morphology of aggregates, the liquid volume is the amount of its rheological properties important parameters. The rheological properties is based on the Bingham rheological model used to evaluate the viscometer, andshould have a low yield stress and plastic viscosity appropriate.By rheological point of view, vibration-free matrix of self-compacting concrete is a free flow of ultra-fine paste, the paste is made of cement and composed of fine material, the liquid surrounding the solid particles with the thickness of the serosal layer increases with the increase, while the serosal layer thickness of solid particles in the paste has been filled before the gap between the formation, therefore, the thickness of the slurry affects the shapes by solid particles. For the paste, apart from the requirements of high liquidity, the need of sufficient high viscosity, must be a high-viscosity Newtonian fluid, in order to prevent segregation.Vibration-free self-compacting concrete preparation process as shown.Cement↓Ultra-fine admixture of water superplasticizer↓ ↓ ↓The free flow of slurry of fine aggregate↓ ↓The free flow of mortar of coarse aggregate↓ ↓Self-compacting ConcreteVibration-free self-compacting concrete mix design, first make sure the gap under the aggregate liquid volume of content needed. The composition of the liquid cement, water, additives, and <0.25mm ultra-fine material. Super fine materials and the total aggregate volume ratio (S / A) is free of vibration of self-compacting concrete mix design in an important parameter. Zhen-ming, the mobility of self-compacting concrete will be with the S / A increased with the increase, while the elastic modulus of no significant impact. Basically, according to the required water-cement ratio to determine the compressive strength of concrete. Vibration-free self-compacting concrete due to the rheological behavior of volume and composition of the material has a very close relationship, therefore, vibration-free self-compacting concrete mix design is recommended rather than weight ratio of the volume ratio.3.High-performance concrete in terms of performance on the remaining problems and to improve the wayPreparation of high-performance concrete is characterized by low water-cement ratio, and mixed with a sufficient number of fine mineral admixtures and superplasticizer, so concrete has excellent technical characteristics of an integrated, but this also produced two worthy of attention Performance deficiencies: (1) self-desiccation caused by autogenous shrinkage; (2) brittle.ConclusionResearch and development of high performance concrete application of traditional concrete major breakthrough in technical performance, energy conservation, quality, engineering economic, environmental and labor protection and other aspects of great importance. It is expected that high performance concrete in engineering applications will rapidly expand, and achieve greater, more technical and economic benefits.浅析高性能混凝土的应用摘要:高性能混凝土是近期混凝土技术发展的主要方向,国外学者曾称之为21世纪混凝土。

土木工程--外文文献翻译

土木工程--外文文献翻译

土木工程--外文文献翻译-CAL-FENGHAI.-(YICAI)-Company One1学院:专业:土木工程姓名:学号:外文出处: Structural Systems to resist (用外文写)Lateral loads附件: 1.外文资料翻译译文;2.外文原文。

附件1:外文资料翻译译文抗侧向荷载的结构体系常用的结构体系若已测出荷载量达数千万磅重,那么在高层建筑设计中就没有多少可以进行极其复杂的构思余地了。

确实,较好的高层建筑普遍具有构思简单、表现明晰的特点。

这并不是说没有进行宏观构思的余地。

实际上,正是因为有了这种宏观的构思,新奇的高层建筑体系才得以发展,可能更重要的是:几年以前才出现的一些新概念在今天的技术中已经变得平常了。

如果忽略一些与建筑材料密切相关的概念不谈,高层建筑里最为常用的结构体系便可分为如下几类:1.抗弯矩框架。

2.支撑框架,包括偏心支撑框架。

3.剪力墙,包括钢板剪力墙。

4.筒中框架。

5.筒中筒结构。

6.核心交互结构。

7. 框格体系或束筒体系。

特别是由于最近趋向于更复杂的建筑形式,同时也需要增加刚度以抵抗几力和地震力,大多数高层建筑都具有由框架、支撑构架、剪力墙和相关体系相结合而构成的体系。

而且,就较高的建筑物而言,大多数都是由交互式构件组成三维陈列。

将这些构件结合起来的方法正是高层建筑设计方法的本质。

其结合方式需要在考虑环境、功能和费用后再发展,以便提供促使建筑发展达到新高度的有效结构。

这并不是说富于想象力的结构设计就能够创造出伟大建筑。

正相反,有许多例优美的建筑仅得到结构工程师适当的支持就被创造出来了,然而,如果没有天赋甚厚的建筑师的创造力的指导,那么,得以发展的就只能是好的结构,并非是伟大的建筑。

无论如何,要想创造出高层建筑真正非凡的设计,两者都需要最好的。

虽然在文献中通常可以见到有关这七种体系的全面性讨论,但是在这里还值得进一步讨论。

设计方法的本质贯穿于整个讨论。

土木工程专业外语混凝土含翻译

4 Where fresh concrete is placed on hardened concrete, a good bond must be developed.5 The temperature of fresh concrete must be controlled from the time of mixing through final placement, and protected after placement.。

to avoid segregation.Selection of the most appropriate technique for economy depends on jobsite conditions, especially project size, equipment, and the contractor’s experience.In building construction,power-operated buggies; drop bottom buckets with a inclined chutes; flexible and rigid pipe by pumping;which either dry materials and water are sprayed separately or mixed concrete is shot against the forms; and for underwater placing, tremie chutes (closed flexible tubes).side-dump cars on narrow-gageFor pavement, concrete may be placed by bucket from the swinging boom of a paving mixer, directly by dump truck or mixer truck, or7 Even within the specified limits on slump and water-cementitious materials ratio, excess water must be avoided.In this context, excess water is presented for the conditions of placing if evidence of water rise (vertical segregation) or water flow (horizontal segregation) occurs.Excess water also tends to aggravate surface defects by increasedleakage through form openings. The result may be honeycomb, variations in color, or soft spots at the surface.8 In vertical formwork, water rise causes weak planes between each layer deposited. In addition to the deleterious structural effect, such planes, when hardened, contain voids which water may pass through.9 In horizontal elements, such as floor slabs, excess water rises and strength, low high and generallypoor quality.10 The purpose of consolidation is to eliminate voids of air and to ensure intimate complete contact of the concrete with the surfaces of the forms and the reinforcement.Intense vibration, however, may also reduce the volume of desirable entrained air; but this reduction can be compensated by adjustment of the mix proportions11 Powered internal vibrators are usually used to achieve consolidation. For thin slabs, however, high-quality, low-slump concrete can be effectively consolidated, without excess water, by mechanical surface vibrators.For precast elements in rigid external vibration is highly effective. External vibration is also effective with in-place forms, but should not be used unless the formwork is for theimpact of the vibrator.12 Except in certain paving operations, vibration of the reinforcement should be it is effective, thevertical rebars passing into partly set concrete below may be harmful.Note, however, that re-vibration of concrete before the final set, under controlled conditions, can improve concrete strength markedly and reduce surface voids.This technique is too difficult to control for general use on field-cast vertical elements, but it is very effective in finishing slabs with powered vibrating equipment.13 The interior of columns is usually congested; it contains a large volume of reinforcing steel compared with the volume of concrete, and has a large height compared with its cross-sectional dimensions.Therefore, though columns should be continuously cast, the concrete should be placed in 2-to 4-ft-deep increments and consolidated with internal vibrators. These should be lifted after each increment has been vibrated.If delay occurs in concrete supply before a beenWhen the remainder of the column isportion slightly.14 In all columns and reinforced narrow walls, concrete placing should begin with 2 to 4 inches of grout. Otherwise, loose stone will collect at the bottom, resulting in the formation of honeycomb. This grout should be proportioned for about the same slump as the concrete or slightly more, but at the same or lower water-cementitious material ratio.the same proportions of butWhen concrete is placed for walls,the only practicable means to avoid segregation is to place no more than a 24-in layer in one pass. Each layer should be vibrated separately and kept nearly level.15 For walls deeper than 4 ft, concrete should be placed through vertical. The concrete should not fall free more than 4 ft or segregation will occur, with the coarse aggregate ricocheting off thelayers after the initial layer should be penetrated by.can be beneficial (re-vibration), but control under variable jobsite conditions is too uncertain for recommendation of this practice for general use.16 The results of poor placement in walls are frequently observed:slope layer lines; honeycombs, leaking, if water is present; and, if cores are taken at successive heights, up to a 50% reduction in strength from bottom to top. Some precautions necessary to avoid these ill effects are:17 Do not move concrete laterally with vibrators18 For deep, long walls, reduce the slump for upper layers 2 to 3 in below the slump for the starting layer.19 On any placing of layers, vibrate the concrete20 Concrete should be inspected for the owner before, during, and after casting. Before concrete is placed, the formwork must be free of ice and debris and properly coated with bond-breaker oil.The rebars must be in place, properly supported to bear any traffic they will receive during concrete placing.inserts, and other items to be embedded must be inConstruction personnel should be available, usually carpenters, bar placers and other trades, if piping or electrical conduit is to be embedded, to act as form watchers and to reset any rebars, conduit, or piping displaced.21 As concrete is cast, the slump of the concrete must be observed and regulated within prescribed limits, or the specified strengths based on the expected slump may be reduced.An inspector of placing who is also responsible for sampling and making cylinders, should test slump, temperatures, and unit weights, during concreting and should control any field adjustmentThe inspector should also that handling, placing, and finishing procedures that agreed on in advance are properly followed, to avoid segregated concrete.should ensure that any construction joints made necessary by stoppage of concrete supply, rain, or other delays are properly located and made in accordancewith procedures specified or approved by the engineer.22 Inspection is complete only when concrete is cast, finished, protected for curing, and attains full strength.1混凝土适当放置的原则是:2在混合器和放置点之间的所有操作(包括最终固结和精整)期间必须避免分离。

建筑专业土木工程词汇及术语中英文对照.

建筑专业笔记整理大全-结构工程常用词汇-土木工程常用英语术语结构工程常用词汇混凝土:concrete钢筋:reinforcing steel bar钢筋混凝土:reinforced concrete(RC)钢筋混凝土结构:reinforced concrete structure板式楼梯:cranked slab stairs刚度:rigidity徐变:creep水泥:cement钢筋保护层:cover to reinforcement梁:beam柱:column板:slab剪力墙:shear wall基础:foundation剪力:shear剪切变形:shear deformation剪切模量:shear modulus拉力:tension压力:pressure延伸率:percentage of elongation位移:displacement应力:stress应变:strain应力集中:concentration of stresses应力松弛:stress relaxation应力图:stress diagram应力应变曲线:stress-strain curve应力状态:state of stress钢丝:steel wire箍筋:hoop reinforcement箍筋间距:stirrup spacing加载:loading抗压强度:compressive strength抗弯强度:bending strength抗扭强度:torsional strength抗拉强度:tensile strength裂缝:crack屈服:yield屈服点:yield point屈服荷载:yield load屈服极限:limit of yielding屈服强度:yield strength屈服强度下限:lower limit of yield荷载:load横截面:cross section承载力:bearing capacity承重结构:bearing structure弹性模量:elastic modulus预应力钢筋混凝土:prestressed reinforced concrete预应力钢筋:prestressed reinforcement预应力损失:loss of prestress预制板:precast slab现浇钢筋混凝土结构:cast-in-place reinforced concrete 双向配筋:two-way reinforcement主梁:main beam次梁:secondary beam弯矩:moment悬臂梁:cantilever beam延性:ductileity受弯构件:member in bending受拉区:tensile region受压区:compressive region塑性:plasticity轴向压力:axial pressure轴向拉力:axial tension吊车梁:crane beam可靠性:reliability粘结力:cohesive force外力:external force弯起钢筋:bent-up bar弯曲破坏:bending failure屋架:roof truss素混凝土:non-reinforced concrete无梁楼盖:flat slab配筋率:reinforcement ratio配箍率:stirrup ratio泊松比:Poisson’s ratio偏心受拉:eccentric tension偏心受压:eccentric compression偏心距:eccentric distance疲劳强度:fatigue strength偏心荷载:eccentric load跨度:span跨高比:span-to-depth ratio跨中荷载:midspan load框架结构:frame structure集中荷载:concentrated load分布荷载:distribution load分布钢筋:distribution steel挠度:deflection设计荷载:design load设计强度:design strength构造:construction简支梁:simple beam截面面积:area of section浇注:pouring浇注混凝土:concreting钢筋搭接:bar splicing刚架:rigid frame脆性:brittleness脆性破坏:brittle failure土木工程常用英语术语第一节一般术语1. 工程结构building and civil engineering structures房屋建筑和土木工程的建筑物、构筑物及其相关组成部分的总称。

土木工程外文翻译(中英互译版)

使用加固纤维聚合物增强混凝土梁的延性Nabil F. Grace, George Abel-Sayed, Wael F. Ragheb摘要:一种为加强结构延性的新型单轴柔软加强质地的聚合物(FRP)已在被研究,开发和生产(在结构测试的中心在劳伦斯技术大学)。

这种织物是两种碳纤维和一种玻璃纤维的混合物,而且经过设计它们在受拉屈服时应变值较低,从而表达出伪延性的性能。

通过对八根混凝土梁在弯曲荷载作用下的加固和检测对研制中的织物的效果和延性进行了研究。

用现在常用的单向碳纤维薄片、织物和板进行加固的相似梁也进行了检测,以便同用研制中的织物加固梁进行性能上的比拟。

这种织物经过设计具有和加固梁中的钢筋同时屈服的潜力,从而和未加固梁一样,它也能得到屈服台阶。

相对于那些用现在常用的碳纤维加固体系进行加固的梁,这种研制中的织物加固的梁承受更高的屈服荷载,并且有更高的延性指标。

这种研制中的织物对加固机制表达出更大的奉献。

关键词:混凝土,延性,纤维加固,变形介绍外贴粘合纤维增强聚合物〔FRP〕片和条带近来已经被确定是一种对钢筋混凝土结构进行修复和加固的有效手段。

关于应用外贴粘合FRP板、薄片和织物对混凝土梁进行变形加固的钢筋混凝土梁的性能,一些试验研究调查已经进行过报告。

Saadatmanesh和Ehsani〔1991〕检测了应用玻璃纤维增强聚合物(GFRP)板进行变形加固的钢筋混凝土梁的性能。

Ritchie等人〔1991〕检测了应用GFRP,碳纤维增强聚合物〔CFRP〕和G/CFRP板进行变形加固的钢筋混凝土梁的性能。

Grace等人〔1999〕和Triantafillou〔1992〕研究了应用CFRP薄片进行变形加固的钢筋混凝土梁的性能。

Norris,Saadatmanesh和Ehsani〔1997〕研究了应用单向CFRP薄片和CFRP织物进行加固的混凝土梁的性能。

在所有的这些研究中,加固的梁比未加固的梁承受更高的极限荷载。

土木工程外文翻译资料

Reinforced ConcretePlain concrete is formed from a hardened mixture ofcement ,water ,fine aggregate, coarse aggregate (crushed stone or gravel),air, and often other admixtures. The plastic mix is placed and consolidated in the formwork, then cured to facilitate the acceleration of the chemical hydration reaction lf the cement/water mix, resulting in hardened concrete. The finished product has high compressive strength, and low resistance to tension, such that its tensile strength is approximately one tenth lf its compressive strength. Consequently, tensile and shear reinforcement in the tensile regions of sections has to be provided to compensate for the weak tension regions in the reinforced concrete element.It is this deviation in the composition of a reinforces concrete section from the homogeneity of standard wood or steel sections that requires a modified approach to the basic principles of structural design. The two components of the heterogeneous reinforced concrete section are to be so arranged and proportioned that optimal use is made of the materials involved. This is possible because concrete can easily be given any desired shape by placing and compacting the wet mixture of the constituent ingredients are properly proportioned, the finished product becomes strong, durable, and, in combination with the reinforcing bars, adaptable for use as main members of any structural system.The techniques necessary for placing concrete depend on the type of member to be cast: that is, whether it is a column, a bean, a wall, a slab, a foundation. a mass columns, or an extension of previously placed and hardened concrete. For beams, columns, and walls, the forms should be well oiled after cleaning them, and the reinforcement should be cleared of rust and other harmful materials. In foundations, the earth should be compacted and thoroughly moistened to about 6 in. in depth to avoid absorption ofthe moisture present in the wet concrete. Concrete should always be placed in horizontal layers which are compacted by means of high frequency power-driven vibrators of either the immersion or external type, as the case requires, unless it is placed by pumping. It must be kept in mind, however, that over vibration can be harmful since it could cause segregation of the aggregate and bleeding of the concrete.Hydration of the cement takes place in the presence of moisture at temperatures above 50°F. It is necessary to maintain such a condition in order that the chemical hydration reaction can take place. If drying is too rapid, surface cracking takes place. This would result in reduction of concrete strength due to cracking as well as the failure to attain full chemical hydration.It is clear that a large number of parameters have to be dealt with in proportioning a reinforced concrete element, such as geometrical width, depth, area of reinforcement, steel strain, concrete strain, steel stress, and so on. Consequently, trial and adjustment is necessary in the choice of concrete sections, with assumptions based on conditions at site, availability of the constituent materials, particular demands of the owners, architectural and headroom requirements, the applicable codes, and environmental reinforced concrete is often a site-constructed composite, in contrast to the standard mill-fabricated beam and column sections in steel structures.A trial section has to be chosen for each critical location in a structural system. The trial section has to be analyzed to determine if its nominal resisting strength is adequate to carry the applied factored load. Since more than one trial is often necessary to arrive at the required section, the first design input step generates into a series of trial-and-adjustment analyses.The trial-and –adjustment procedures for the choice of a concretesection lead to the convergence of analysis and design. Hence every design is an analysis once a trial section is chosen. The availability of handbooks, charts, and personal computers and programs supports this approach as a more efficient, compact, and speedy instructional method compared with the traditional approach of treating the analysis of reinforced concrete separately from pure design.EarthworkBecause earthmoving methods and costs change more quickly than those in any other branch of civil engineering, this is a field where there are real opportunities for the enthusiast. In 1935 most of the methods now in use for carrying and excavating earth with rubber-tyred equipment did not exist. Most earth was moved by narrow rail track, now relatively rare, and the main methods of excavation, with face shovel, backacter, or dragline or grab, though they are still widely used are only a few of the many current methods. To keep his knowledge of earthmoving equipment up to date an engineer must therefore spend tine studying modern machines. Generally the only reliable up-to-date information on excavators, loaders and transport is obtainable from the makers.Earthworks or earthmoving means cutting into ground where its surface is too high ( cuts ), and dumping the earth in other places where the surface is too low ( fills). Toreduce earthwork costs, the volume of the fills should be equal to the volume of the cuts and wherever possible the cuts should be placednear to fills of equal volume so as to reduce transport and double handlingof the fill. This work of earthwork design falls on the engineer who lays out the road since it is the layout of the earthwork more than anything else which decides its cheapness. From the available maps ahd levels, the engineering must try to reach as many decisions as possible in the drawing office by drawing cross sections of the earthwork. On the site when further information becomes available hecan make changes in jis sections and layout,but the drawing lffice work will not have been lost. It will have helped him to reach the best solution in the shortest time.The cheapest way of moving earth is to take it directly out of the cut and drop it as fill with the same machine. This is not always possible, but when it canbe done it is ideal, being both quick and cheap. Draglines, bulldozers and face shovels an do this. The largest radius is obtained with the dragline,and the largest tonnage of earth is moved by the bulldozer, though only over short distances.The disadvantages of the dragline are that it must dig below itself, it cannot dig with force into compacted material, it cannot dig on steep slopws, and its dumping and digging are not accurate.Face shovels are between bulldozers and draglines, having a larger radius of action than bulldozers but less than draglines. They are anle to dig into a vertical cliff face in a way which would be dangerous tor a bulldozer operator and impossible for a dragline. Each piece of equipment should be level of their tracks and for deep digs in compact material a backacter is most useful, but its dumping radius is considerably less than that of the same escavator fitted with a face shovel.Rubber-tyred bowl scrapers are indispensable for fairly level digging where the distance of transport is too much tor a dragline or face shovel. They can dig the material deeply ( but only below themselves ) to a fairly flat surface, carry it hundreds of meters if need be, then drop it and level it roughly during the dumping. For hard digging it is often found economical to keep a pusher tractor ( wheeled or tracked ) on the digging site, to push each scraper as it returns to dig. As soon as the scraper is full,the pusher tractor returns to the beginning of the dig to heop to help the nest scraper.Bowl scrapers are often extremely powerful machines;many makers build scrapers of 8 cubic meters struck capacity, which carry 10 m ³ heaped. The largest self-propelled scrapers are of 19 m ³ struck capacity ( 25 m ³ heaped )and they are driven by a tractor engine of 430 horse-powers.Dumpers are probably the commonest rubber-tyred transport since they can also conveniently be used for carrying concrete or other building materials. Dumpers have the earth container over the front axle on large rubber-tyred wheels, and the container tips forwards on most types, though in articulated dumpers the direction of tip can be widely varied. The smallest dumpers have a capacity of about 0.5 m ³, and the largest standard types are of about 4.5 m ³. Special types include the self-loading dumper of up to 4 m ³ and the articulated type of about 0.5 m ³. The distinction between dumpers and dump trucks must be remembered .dumpers tip forwards and the driver sits behind the load. Dump trucks are heavy, strengthened tipping lorries, the driver travels in front lf the load and the load is dumped behind him, so they are sometimes called rear-dump trucks.Safety of StructuresThe principal scope of specifications is to provide general principles and computational methods in order to verify safety of structures. The “ safety factor ”, which according to modern trends is independent of the nature and combination of the materials used, can usually be defined as the ratio between the conditions. This ratio is also proportional to the inverse of the probability ( risk ) of failure of the structure.Failure has to be considered not only as overall collapse of the structure but also as unserviceability or, according to a more precise. Common definition. As the reaching of a “ limit state ” which causes the construction not to accomplish the task it was designed for. There are two categories of limit state :(1)Ultimate limit sate, which corresponds to the highest value of the load-bearing capacity. Examples include local buckling or global instability of the structure; failure of some sections and subsequent transformation of the structure into a mechanism; failure by fatigue; elastic or plastic deformation or creep that cause a substantial change of the geometry of the structure; and sensitivity of the structure to alternating loads, to fire and to explosions.(2)Service limit states, which are functions of the use and durability of the structure. Examples include excessive deformations and displacements without instability; early or excessive cracks; large vibrations; and corrosion.Computational methods used to verify structures with respect to the different safety conditions can be separated into:(1)Deterministic methods, in which the main parameters are considered as nonrandom parameters.(2)Probabilistic methods, in which the main parameters are considered as random parameters.Alternatively, with respect to the different use of factors of safety, computational methods can be separated into:(1)Allowable stress method, in which the stresses computed under maximum loads are compared with the strength of the material reduced by given safety factors.(2)Limit states method, in which the structure may be proportioned on the basis of its maximum strength. This strength, as determined by rational analysis, shall not be less than that required to support a factored load equal to the sum of the factored live load and dead load ( ultimate state ).The stresses corresponding to working ( service ) conditions with unfactored live and dead loads are compared with prescribed values( service limit state ) . From the four possible combinations of the first two and second two methods, we can obtain some useful computational methods. Generally, two combinations prevail:(1)deterministic methods, which make use of allowable stresses.(2)Probabilistic methods, which make use of limit states.The main advantage of probabilistic approaches is that, at least in theory, it is possible to scientifically take into account all random factors of safety, which are then combined to define the safety factor. probabilistic approaches depend upon :(1)Random distribution of strength of materials with respect to the conditions of fabrication and erection ( scatter of the values of mechanical properties through out the structure );(2)Uncertainty of the geometry of the cross-section sand of the structure ( faults and imperfections due to fabrication and erection of the structure );(3)Uncertainty of the predicted live loads and dead loads acting on the structure;(4)Uncertainty related to the approximation of the computational method used ( deviation of the actual stresses from computed stresses ).Furthermore, probabilistic theories mean that the allowable risk can be based on several factors, such as :(1)Importance of the construction and gravity of the damage by its failure;(2)Number of human lives which can be threatened by this failure;(3)Possibility and/or likelihood of repairing the structure;(4)Predicted life of the structure.All these factors are related to economic and social considerations such as:(1)Initial cost of the construction;(2)Amortization funds for the duration of the construction;(3)Cost of physical and material damage due to the failure of the construction;(4)Adverse impact on society;(5)Moral and psychological views.The definition of all these parameters, for a given safety factor, allows construction at the optimum cost. However, the difficulty of carrying out a complete probabilistic analysis has to be taken into account. For such an analysis the laws of the distribution of the live load and its induced stresses, of the scatter of mechanical properties of materials, and of the geometry of the cross-sections and the structure have to be known. Furthermore, it is difficult to interpret the interaction between the law of distribution of strength and that of stresses because both depend upon the nature of the material, on the cross-sections and upon the load acting on the structure. These practical difficulties can be overcome in two ways. The first is to apply different safety factors to the material and to the loads, without necessarily adopting the probabilistic criterion. The second is an approximate probabilistic method which introduces some simplifying assumptions ( semi-probabilistic methods ) .。

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On TheApplication of High-Performanee ConcreteSummary The high-performa nee con crete is a main direct ion of the tech ni cal developme nt of recentconcrete, the foreign scholar has called that the concrete in 21st century. Norway carried on research to this at first in 1986, n amed formally from America n Nati onal Stan dard, tech no logical research in stitute (NIST)and a seminar hosted together of American Concrete Institute (ACI) in 1990. Conference stipulate high- performa nee con crete to have whom some performa nee require homoge nize the con crete, must adopt thestrict con struct ion craft, adopt high-quality material formulate, easy to water smash, ema nate, mecha nics performanee steady, early intensity high, with performanee such as toughness and volume stability durable concrete, especially suitable for the skyscraper, bridge and open to the building structure of the harsh environment.Key words con crete; performa nce;e ngin eeri ng;applicatio n1.In troducti onRece nt high-performa nee con crete is the main directi on of the developme nt of con crete tech no logy, foreig n scholars have called the 21st een tury con crete. Norway in 1986, this was the first study in 1990 by the Natio nal In stitute of Sta ndardsa nd Tech no logy (NIST) and the American Concrete Institute (ACI) at a seminar co-hosted a formal naming. The General Assembly for high-performanee concrete is a certain performanee requirements of the uniform quality of con crete, it must adopt a strict con struct ion tech no logy, using high-quality materials, preparation, ease of pouring pound, non-segregation, mechanical properties and stability, high early strength with toughness and size stability durability performanee of concrete, especially for high-rise buildings, bridges, and exposure to harsh environments in architectural structures. As an integrated high-performanee concretewith excellent technical characteristics of materials at home and abroad has aroused world wide attention with the engineering and concern. 10 years, the world, many countries have invested a great deal of man power, finan cial and material resources to con duct the research and developme nt applicati ons, to en able high-performa ncec on crete tech no logy has made great progress in the selection of raw materials, mix design, physical and mechanical properties of , durability, workability, structure and performa nee as well as applicati on of tech no logy have made both theoretical basis an dits practical value of scie ntific and tech no logical achieveme nts.In 1993, the technical committee under American Concrete Institute proposed a new high- performa nceconcrete was defined: Meet project special various performanceof requirement, but in cludi ng easy to water, smash in stead of ema nat ing, high Ion g-term mecha nics performa nce,high early in ten sity, high and tough an d ten sile and high volume stability, or the service life in the harsh environment is for a long time, and homogenizing good concrete. In recent years, American Concrete Institute provides more concise definition on a piece of characters again: "The high-performanee concrete is that one kind can accord with special performanceand synthesize the concretewith the homogeneity requirement,the concretecan get with regular con crete comp onen t material and com mon mixing, habit method smashed and maintained to water often. "High-performanee concrete, it is used for signifying the concrete with high work degree, high strength andhigh durability beginning. This kind of concretemust be designedand possessechigh volume stability.For reduce con crete shri nk and do fracture produced to con tract with temperature,must limit the grout content in the concrete mixture. The high-performanee concrete amount of total grout limited of design method of match ratio that Mehta and Actcin put forward is 1/3 of the concrete volume; Allow some silicate cementspend volcanic ash or have glue person who congeal to mix, shut material replace. AcTcin has been prophesied: Mix slay, fly ash, silica flour, inferior clay, the rice husks dust and three yuan of the lime stone powder and mix cement besidescan make the preparation of the high-performanee concrete more economic ing, still can give play to exceedinga pile of function of them, improve its property while mixing an dharde ningn ewly.2.High performanee concrete in modern engineeringHigh performa neee on crete tech no logy is successfully used in many parts of the world of offshore structures and grew up across the bridge eon struct ion, Lan gley, who described growing up across a few bridges in Canadawith the workability.They are used in the girder, mound departmentand moundbase,it is 450 Kg/m3 that silica flour mix cement consumption, water 153L/ m3, guide angry pharmaceutical 160mL/ m3 and high-efficient water-reducing agent 3L/ m3. Its slump is probably in 200mm; Includes 6.1% of toleranee; 1d, 3d, 28d compression strength are 35, 52 and 82 MPa respectively; The foundation and other big mixed cement eonsumption of pieces of eoncrete are 307 Kg/m3, fly ash 133 Kg/m3, water eonsumption is close, but guide the angry pharmaceuticaland mixing amount of high-efficient water-reduci ng age nt to reduceby a large margi n, make an appo in tme nt in 185mm in slump; In eludes 7% of tolera nee; 1d, 3d, 28d and 90d compressio nstre ngth are 10, 20, 50 and 76 MPa respectively. And water permeability of U.S.A. and chlorine ion fast to permeate standard method experimental result indicate according to Canada: Both part of eoncretes prese nt very low permeability. To high-performa nee eon crete eon struct ion of structure, n eed, put emphasis on, stre ngthe non-the-spot laboratorytest and in spectionof quality very much.Another area of development of high performanee eoncrete is a high performanee lightweight eoncrete,as opposed tosteel,ordinary eoncretestrength/ weight ratio is very low, mixed with high-strength concretesuperplasticizer is significantly enhancedthe ratio; with a large number of tiny holes lightweight aggregateto replace part of the normal aggregate, will be able to further improve this ratio. As the aggregatequality of different density of 2000 Kg/m3, compressive strength at 70 ~ 80 MPa high-performanee lightweight concrete in a nu mber of coun tries have already commercialized and used in comp onent product ion. In Australia, Canada, Japan, Norway and the United States, high-performanee lightweight concretehas been used in fixed and floating drilling platform; becauseof mud and water, the in terface betwee n the aggregateb ond stre ngth, it can be impermeable, so the erosi on of the en vir onmen table is very durable.-Doped silica powder 10 ~ 15% or even higher superplasticizer prepared mixture of cement concrete,with excellent adhesion, so the spray applied to the wet spraying the structural repair of concrete, whichis one of the areas of high performanee concrete applicati ons.2.1High-performanee concretein high-rise building application s. High- performa ncec oncrete(> 40MPa) over the first 30-story high-rise build ings used for reinforced concrete structures, because such buildings in the lower third of the columns, using ordinary con crete whe n the great cross-sect ion. In additi on to sav ings in material costs, as compared with the steel structure, speeding up the adoption of concrete structures is an important feature, since the United States in Chicago in 1965 with 50 MPa concretepouring Lake Point Tower some of the pillars has been everywhere in North America and other countries using high-performanee concrete to build high-rise building. Chicago 79-story Water Tower Place building columns using 60MPa eoncrete; Toronto's Scotia PlazaBuilding and Seattle's Two union Square Building 2 Buildings then 90 and 120MPa respectively intensity of high-performanceconcretepillars.Application examples: a. high-performanceconcrete application of C80 high-strength and high-performanceconcretein Shenyang FangyuanBuilding, Onishi Electric Park, and many other high-rise building in the application of eoncretefilled steel tubular columns.b.Shanghai Researchin the field of high performanceconcrete in a large number of promising results obtained, of which representative results are: China's tallest building - 88 C40 floor Jinmao Tower once pumped to 382.5m; Tomorrow Square slag pumping C80 eon crete; in Shan ghaieducati onTV stati on based on complex buildi ng masse on crete, ceme nt consumption accountedfor only 46% of the total cementitious materials, preparation of the full amount of c on creteslurry, eon cretework, cohesive nessa nd resista nee to segregati onare very excelle nt performa nce,stre ngth ofC40 high-performa ncec on crete.2.2High-performanee pavement concretea.High-performanee pavement concrete significanee of the studyWith the increasing traffic and transport requirementsto develop the "long-life low- maintenan ceroad,"With high-performa nee paveme ntcon crete, to improve the flexural stre ngth and durability of concreteis the currenttrend of development of concretepavement.b.Overseas developme ntsHeld in 1997 at the XVI International Conferenceon Concrete Pavement,pavement desig n proposed notonly to raise the average i nten sity of dema nd, but also make the durability requireme nts.Made in the direct ion of future developme ntof ultra-high ten sile strength up to 17MPa strength concrete, for paving continuous concrete pavement. Improve the concrete pavement surface compactness and impermeability are very important, and this is through high-performanee concreteto achieve.c.High-performanee pavement eoncrete strengthHigh-performanee eoncrete pavement important feature is a high flexural strength. Using high-performancepavementconcretecan significantly improve the bearing capacity of pavement, extend service life, or thinning the thickness of pavement to reduce the project cost.d.High-performanee durability of concrete pavementHigh-performa nee eon crete paveme ntma in feature is a sufficie nt durability, resista nt to climatic and environmental effects of Iong-term damage to ensure that the design of pavementandwithin the eoncretecan work properly.e.High deformation characteristics of eoncrete pavement(1)Shri nkageRoad panel surface area of great evaporati on, shri nkage may be caused by Tao panel surfaceof shrinkage cracks,the needto increaseconservation.(2)The flexural modulus of elasticityHigh-performancepavementconcreteflexural elastic modulus E, by measurement,one for 4.305104Mpa, 2 grade 4.845104Mpa, 3 grade 4.605104Mpa. Intensity of three high- performa nee pavement eoncrete mix, the aggregate amount of less coarse aggregate maximum particle diameteris smaller.f.The application ofApplicati on of high-performa ncepaveme ntcon creteyield sig nifica nt ben efits:(1)increasepavement strength;(2)extend the pavementservice life;(3)reducing the project cost;g.Applicati ons(1) in the U.S. about 70% of the road pavementusing high-performanceconcrete: one in North Dakota, 1988 and 1989 in the summer, with 20000m3 of concrete paving thickness of 200 mm of the surface, its water-cementratio of 0.43, cement consumption 100 Kg/m3, fly ash 220 Kg/m3; the road Texas dem on strati on project has successfully adopted this new material.(2) The Qin ghai-Tibet railway con struct ion project fully promote the use ofh.Con clusi onThree intensity levels of high-performance pavement concreteis extremely good quality, cost of materials basically does not in crease or in creased margi nally, for the differe nt requirements of the project choose to use, the construction of low-maintenance Iong-life paveme nt, road, its social, econo mic ben efits are eno rmous, and worth promot ing and continued research to promote the country's airports cement concrete pavementconstruction and road paveme ntengin eeri ng is en teri ng a new stage of developme nt to meet the grow ing demandfor aviation and transportationneeds.2.3Marine Concrete Structures - Durability of hydraulic structures to enhance port study and propose tech ni cal and econo mic rati on al, easy to promote the use of a new marine engin eeri ng high-performa nce con creteSpan bridges, undersea tunnels and offshore oil platforms, is an instance of this applicati on.Such as: a, Shantou, Hong Kong outside the Deepwater Channel Regulation Project; b Lingdingyang Pearl River Estuary DeepwaterChannel Regulation Project;c,Qin gdao, Nin gbo Beil un and other ports that can berth 200,000-t on class built tan kers an dore shipsdeep-waterberths2.4Free Vibration of Self-compacting ConcreteDue to vibrati on-free self-compacti ng con crete has a very good work,maki ng the con crete filling, compactness,uniformity has been significantly improved, becoming a new concrete tech no logy, progressis listed asa family of high performa ncec on crete.Vibrati on-free self-compact ing con creteis the first study from Japa no ver the last decade to develop and put into a moder n con crete e ngin eeri ng tech no logy. Since vibratio n-free selfcompact ing concrete in engineering applications can be made to improve concrete quality, improve con cretec on structi on operatio ns, to support the con struct ion no ise and improve labor productivity, speedup the con struct ion cost reducti on and other tech nical and econo mic effect, in recent years have given the world great pay attention to. Japan is expectedby 2003 there will be 1 / 2 works with the free vibration ofconcreteself-compacting concretepouring.As the namesuggests, vibration-free self-compacting concrete is poured concrete, when self-gravity alone without any external force tamping to achieve self-compacting, selfleveling of a concrete. Vibration-free Self-compacting concrete should have three characteristics:⑴ Mobility;(2)Good stability - does notdisintegrate;(3)Reinforcement and templates in any gap, with a good through capacity, does not produceblock ing.Accord ing to the requireme ntsof these three characteristics, vibrati on-free preparati on of self-compactingconcrete principles and methodssectionare asfollows:Fresh concretephase is a particle suspendedsolids, the continuous medium is a cement paste, which is liquid and Concrete Aggregates, comparedwith solid-phase. All the particles in suspension, mobility and particle balancebetweensegregationis necessary. Free vibration of fresh self-compacting concrete in the absence of external force to be real concrete formwork to give full fill all the gaps and achieve the compact, more importantly, to both good fluidity and stability.In order to obtain high mobility, we must first reduce the friction between the particles. Incorporation of superplasticizer to reduce the surface tension of particles of course is necessary, but vibration-free performance requirements of self-compacting of view, alone doped superplasticizer was also difficult to achieve, needs to mixed with a certain amount of ultra-fine material.To obtain good stability, so that materials are not disintegrate, the liquid must have the appropriate rheology, can not produce bleed ing and preve nt particle segregati on. To achieve this request, also be mixed with an appropriate amount of particle size <0.25mm fine filler and in somecasesmixed with viscosity modify ing age nt (tackifier).In order to be able to flow through the reinforcement of concreteand templatesin the gap without creat ing any obstruct ion, in additi on to the desig n of engin eeri ng structures be selected according to the appropriate particle size and morphology of aggregates, the liquid volume is the amount of its rheological properties important parameters. The rheological properties is based on the Bingham rheological model used to evaluate the viscometer, and should havea low yield stress andplastic viscosity appropriate.By rheological point of view, vibration-free matrix of self-compacting concrete is a free flow ofultra-fine paste, the paste is made of cement andcomposedof fine material, the liquid surro unding thesolid particles with the thick ness of the serosal layer in creases with the in crease, while the serosal layer thick ness of solid particles in the paste has beefilled before the gap betweenthe formation, therefore, the thickness of the slurry affects the shapesby solid particles. For the paste, apart from the requirements of high liquidity, the need of sufficient high viscosity, must be a high-viscosity Newtonian fluid, in order to prevent segregati on.Vibrati on-free self-compact ingcon cretepreparati on processas show n.Ceme ntUltra-fine admixture of water superplasticizerJ J JThe free flow of slurry of fine aggregateJJThe free flow of mortar of coarseaggregateJJSelf-compact ing Con creteVibration-free self-compacting concrete mix design, first make sure the gap under the aggregateliquid volume of content needed. The composition of the liquid cement, water, additives, and <0.25mm ultra-fine material. Super fine materials and the total aggregate volume ratio (S / A) is free of vibration of self-compacting concrete mix design in an important parameter.Zhen-ming, the mobility of self-compacting concretewill be with the S / A in creased with the in crease, while the elastic modulus of no sig nifica ntimpact. Basically, according to the required water-cement ratio to determine the compressive strength of concrete. Vibration-free self-compacting concrete due to the rheological behavior of volume and compositi on of the material has a very close relati on ship, therefore, vibratio n-free selfcompact ingconcrete mix design is recommendedratherthan weight ratio of the volume ratio.3.High-performanee concrete in terms of performanee on the remaining problems and to improve the wayPreparati onof high-performa ncec on crete is characterized by low water-ceme ntratio, and mixed with a sufficient number of fine mineral admixtures and superplasticizer, so concrete has excelle nt tech ni cal characteristics of an in tegrated, but this also producedtwo worthy of attention Performancedeficiencies: (1) self-desiccation causedby autogenousshrinkage; (2) brittle.ConclusionResearch and development of high performanee concrete application of traditional concrete major breakthrough in technical performanee, energy conservation, quality, engin eeri ng econo mic, en vir onmen tal and labor protect ion and other aspects of great importanee. It is expected that high performance concrete in engineering applications will rapidly expa nd,a nd achievegreater, more tech nical and econo mic ben efits.浅析高性能混凝土的应用摘要:高性能混凝土是近期混凝土技术发展的主要方向,国外学者曾称之为21世纪混 凝 土。

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