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建筑结构中英文翻译

建筑结构中英文翻译

Aacceptable quality:合格质量acceptance lot:验收批量aciera:钢材admixture:外加剂against slip coefficient between friction surface of high-strength bolted connection:高强度螺栓摩擦面抗滑移系数aggregate:骨料air content:含气量air-dried timber:气干材allowable ratio of height to sectional thickness of masonry wall or column:砌体墙、柱容许高厚比allowable slenderness ratio of steel member:钢构件容许长细比allowable slenderness ratio of timber compression member:受压木构件容许长细比allowable stress range of fatigue:疲劳容许应力幅allowable ultimate tensile strain of reinforcement:钢筋拉应变限值allowable value of crack width:裂缝宽度容许值allowable value of deflection of structural member:构件挠度容许值allowable value of deflection of timber bending member:受弯木构件挠度容许值allowable value of deformation of steel member:钢构件变形容许值allowable value of deformation of structural member:构件变形容许值 allowable value of drift angle of earthquake resistantstructure:抗震结构层间位移角限值amplified coefficient of eccentricity:偏心距增大系数anchorage:锚具anchorage length of steel bar:钢筋锚固长度approval analysis during construction stage:施工阶段验算arch:拱arch with tie rod:拉捍拱arch—shaped roof truss:拱形屋架area of shear plane:剪面面积area of transformed section:换算截面面积aseismic design:建筑抗震设计assembled monolithic concrete structure:装配整体式混凝土结构automatic welding:自动焊接auxiliary steel bar:架立钢筋Bbackfilling plate:垫板balanced depth of compression zone:界限受压区高度balanced eccentricity:界限偏心距bar splice:钢筋接头bark pocket:夹皮batten plate:缀板beam:次梁bearing plane of notch:齿承压面(67)bearing plate:支承板(52)bearing stiffener:支承加劲肋(52)bent-up steel bar:弯起钢筋(35)block:砌块(43)block masonry:砌块砌体(44)block masonry structure:砌块砌体结构(41)blow hole:气孔(62)board:板材(65)bolt:螺栓(54)bolted connection:(钢结构)螺栓连接(59)bolted joint:(木结构)螺栓连接(69)bolted steel structure:螺栓连接钢结构(50)bonded prestressed concrete structure:有粘结预应力混凝土结构(24)bow:顺弯(71)brake member:制动构件(7)breadth of wall between windows:窗间墙宽度(46)brick masonry:砖砌体(44)brick masonry column:砖砌体柱(42)brick masonry structure:砖砌体结构(41)brick masonry wall:砖砌体墙(42)broad—leaved wood:阔叶树材(65)building structural materials:建筑结构材料(17)building structural unit:建筑结构单元(building structure:建筑结构(2built—up steel column:格构式钢柱(51bundled tube structure:成束筒结构(3burn—through:烧穿(62butt connection:对接(59butt joint:对接(70)butt weld:对接焊缝(60)Ccalculating area of compression member:受压构件计算面积(67)calculating overturning point:计算倾覆点(46)calculation of load-carrying capacity of member:构件承载能力计算(10)camber of structural member:结构构件起拱(22)cantilever beam :挑梁(42)cap of reinforced concrete column:钢筋混凝土柱帽(27)carbonation of concrete:混凝土碳化(30)cast-in—situ concrete slab column structure :现浇板柱结构cast-in—situ concrete structure:现浇混凝土结构(25)cavitation:孔洞(39)cavity wall:空斗墙(42)cement:水泥(27)cement content:水泥含量(38)cement mortar:水泥砂浆(43)characteriseic value of live load on floor or roof:楼面、屋面活荷载标准值(14)characteristi cvalue o fwindload:风荷载标准值(16)characteristic value of concrete compressivestrength:混凝土轴心抗压强度标准值(30)characteristic value of concrete tensile strength:混凝土轴心抗拉标准值(30)characteristic value of cubic concrete compressivestrength:混凝土立方体抗压强度标准值(29)characteristic value of earthquake action:地震作用标准值(16)characteristic value of horizontal crane load:吊车水平荷载标准值(15) characteristic value of masonry strength:砌体强度标准值(44)characteristic value of permanent action·:永久作用标准值(14)characteristic value of snowload:雪荷载标准值(15)characteristic value of strength of steel:钢材强度标准值(55)characteristic value of strength of steel bar:钢筋强度标准值(31)characteristic value of uniformly distributed live load:均布活标载标准值(14)characteristic value of variable action:可变作用标准值(14)characteristic value of vertical crane load:吊车竖向荷载标准值(15) charaeteristic value of material strength:材料强度标准值(18)checking section of log structural member·,:原木构件计算截面(67)chimney:烟囱(3)circular double—layer suspended cable:圆形双层悬索(6)circular single—layer suspended cable:圆形单层悬索(6)circumferential weld:环形焊缝(60)classfication for earthquake—resistance of buildings·:建筑结构抗震设防类别(9)clear height:净高(21)clincher:扒钉(?0)coefficient of equivalent bending moment of eccentrically loadedsteel memher(beam-column) :钢压弯构件等效弯矩系数(58)cold bend inspection of steelbar:冷弯试验(39)cold drawn bar:冷拉钢筋(28)cold drawn wire:冷拉钢丝(29)cold—formed thin—walled sectionsteel:冷弯薄壁型钢(53)cold-formed thin-walled steel structure·‘:冷弯薄壁型钢结构(50)cold—rolled deformed bar:冷轧带肋钢筋(28)column bracing:柱间支撑(7)combination value of live load on floor or roof:楼面、屋面活荷载组合值(15)compaction:密实度(37)compliance control:合格控制(23)composite brick masonry member:组合砖砌体构件(42)composite floor system:组合楼盖(8)composite floor with profiled steel sheet:压型钢板楼板(8)composite mortar:混合砂浆(43)composite roof truss:组合屋架(8)compostle member:组合构件(8)compound stirrup:复合箍筋(36)compression member with large eccentricity·:大偏心受压构件(32)compression member with small eccentricity·:小偏心受压构件(32)compressive strength at an angle with slope of grain:斜纹承压强度(66) compressive strength perpendicular to grain:横纹承压强度(66)concentration of plastic deformation:塑性变形集中(9)conceptual earthquake—resistant design:建筑抗震概念设计(9)concrete:混凝土(17)concrete column:混凝土柱(26)concrete consistence:混凝土稠度(37)concrete floded—plate structure:混凝土折板结构(26)concrete foundation:混凝土基础(27)concrete mix ratio:混凝土配合比(38)concrete wall:混凝土墙(27)concrete-filled steel tubular member:钢管混凝土构件(8)conifer:针叶树材(65)coniferous wood:针叶树材(65)connecting plate:连接板(52)connection:连接(21)connections of steel structure:钢结构连接(59)connections of timber structure:木结构连接(68)consistency of mortar:砂浆稠度(48)constant cross—section column:等截面柱(7)construction and examination concentrated load:施工和检修集中荷载(15) continuous weld:连续焊缝(60)core area of section:截面核芯面积(33)core tube supported structure:核心筒悬挂结构(3)corrosion of steel bar:钢筋锈蚀(39)coupled wall:连肢墙(12)coupler:连接器(37)coupling wall—beam :连梁(12)coupling wall—column...:墙肢(12)coursing degree of mortar:砂浆分层度(48)cover plate:盖板(52)covered electrode:焊条(54)crack:裂缝(?0)crack resistance:抗裂度(31)crack width:裂缝宽度(31)crane girder:吊车梁(?)crane load:吊车荷载(15)creep of concrete:混凝土徐变(30)crook:横弯(71)cross beam:井字梁(6)cup:翘弯curved support:弧形支座(51)cylindrical brick arch:砖筒拱(43)Ddecay:腐朽(71)decay prevention of timber structure:木结构防腐(70)defect in timber:木材缺陷(70)deformation analysis:变形验算(10)degree of gravity vertical for structure or structuralmember·:结构构件垂直度(40)degree of gravity vertical forwall surface:墙面垂直度(49)degree of plainness for structural memer:构件平整度(40)degree of plainness for wall surface:墙面平整度(49)depth of compression zone:受压区高度(32)depth of neutral axis:中和轴高度(32)depth of notch:齿深(67)design of building structures:建筑结构设计(8)design value of earthquake-resistant strength ofmaterials:材料抗震强度设计值(1design value of load—carrying capacity of members·:构件承载能力设计值(1designations 0f steel:钢材牌号(53designvalue of material strength:材料强度设计值(1destructive test:破损试验(40detailing reintorcement:构造配筋(35detailing requirements:构造要求(22diamonding:菱形变形(71)diaphragm:横隔板(52dimensional errors:尺寸偏差(39)distribution factor of snow pressure:屋面积雪分布系数dogspike:扒钉(70)double component concrete column:双肢柱(26)dowelled joint:销连接(69)down-stayed composite beam:下撑式组合粱(8)ductile frame:延性框架(2)dynamic design:动态设计(8)Eearthquake-resistant design:抗震设计(9:earthquake-resistant detailing requirements:抗震构造要求(22)effective area of fillet weld:角焊缝有效面积(57)effective depth of section:截面有效高度(33)effective diameter of bolt or high-strength bolt·:螺栓(或高强度螺栓)有效直径(57)effective height:计算高度(21)effective length:计算长度(21)effective length of fillet weld:角焊缝有效计算长度(48)effective length of nail:钉有效长度(56)effective span:计算跨度(21)effective supporting length at end of beam:梁端有效支承长度(46) effective thickness of fillet weld:角焊缝有效厚度(48)elastic analysis scheme:弹性方案(46)elastic foundation beam:弹性地基梁(11)elastic foundation plate:弹性地基板(12)elastically supported continuous girder·:弹性支座连续梁(u)elasticity modulus of materials:材料弹性模量(18)elongation rate:伸长率(15)embeded parts:预埋件(30)enhanced coefficient of local bearing strength ofmaterials·:局部抗压强度提高系数(14)entrapped air:含气量(38)equilibrium moisture content:平衡含水率(66)equivalent slenderness ratio:换算长细比(57)equivalent uniformly distributed live load·:等效均布活荷载(14)etlectlve cross—section area of high-strength bolt·:高强度螺栓的有效截面积(58)ettectlve cross—section area of bolt:螺栓有效截面面积(57)euler’s critical load:欧拉临界力(56)euler’s critical stress:欧拉临界应力(56)excessive penetration:塌陷(62)Ffiber concrete:纤维混凝仁(28)filler plate:填板门2)fillet weld:角焊缝(61)final setting time:终凝时间()finger joint:指接(69)fired common brick:烧结普通砖(43)fish eye:白点(62)fish—belly beam:角腹式梁(7)fissure:裂缝(?0)flexible connection:柔性连接(22)flexural rigidity of section:截面弯曲刚度(19)flexural stiffness of member:构件抗弯刚度(20)floor plate:楼板(6)floor system:楼盖(6)four sides(edges)supported plate:四边支承板(12)frame structure:框架结构(2)frame tube structure:单框筒结构(3)frame tube structure:框架—简体结构(2)frame with sidesway:有侧移框架(12)frame without sidesway:无侧移框架(12)frange plate:翼缘板(52)friction coefficient of masonry:砌体摩擦系数(44) full degree of mortar at bed joint:砂浆饱满度(48) function of acceptance:验收函数(23)Ggang nail plate joint:钉板连接()glue used for structural timberg:木结构用胶glued joint:胶合接头glued laminated timber:层板胶合木(¨)glued laminated timber structure:层板胶合结构‘61) grider:主梁((㈠grip:夹具grith weld:环形焊缝(6÷))groove:坡口gusset plate:节点板(52)Hhanger:吊环hanging steel bar:吊筋heartwood :心材heat tempering bar:热处理钢筋(28)height variation factor of wind pressure:风压高度变化系数(16) heliral weld:螺旋形僻缝high—strength bolt:高强度螺栓high—strength bolt with large hexagon bea:大六角头高强度螺栓high—strength bolted bearing type join:承压型高强度螺栓连接, high—strength bolted connection:高强度螺栓连接high—strength bolted friction—type joint:摩擦型高强度螺栓连接 high—strength holted steel slsteel structure:高强螺栓连接钢结构 hinge support:铰轴支座(51)hinged connection:铰接(21)hlngeless arch:无铰拱(12)hollow brick:空心砖(43)hollow ratio of masonry unit:块体空心率(46)honeycomb:蜂窝(39)hook:弯钩(37)hoop:箍筋(36)hot—rolled deformed bar:热轧带肋钢筋(28)hot—rolled plain bar:热轧光圆钢筋(28)hot-rolled section steel:热轧型钢(53)hunched beam:加腋梁(?)Iimpact toughness:冲击韧性(18)impermeability:抗渗性(38)inclined section:斜截面(33)inclined stirrup:斜向箍筋(36)incomplete penetration:未焊透(61)incomplete tusion:未溶合(61)incompletely filled groove:未焊满(61)indented wire:刻痕钢丝(29)influence coefficient for load—bearing capacity of compression member:受压构件承载能力影响系数(46)influence coefficient for spacial action :空间性能影响系数(46) initial control:初步控制(22)insect prevention of timber structure:木结构防虫(?o)inspection for properties of glue used in structuralmember:结构用胶性能检验(71)inspection for properties of masnory units:块体性能检验(48)inspection for properties of mortar:砂浆性能检验(48)inspection for properties of steelbar:钢筋性能检验(39)integral prefabricated prestressed concrete slab—columnstructure:整体预应力板柱结构(25)intermediate stiffener:中间加劲肋(53)intermittent weld:断续焊缝(60)Jjoint of reinforcement:钢筋接头(35)Kkey joint:键连接(69)kinetic design:动态设计(8)knot:节子(木节)(70)Llaced of battened compression member:格构式钢柱(51)lacing and batten elements:缀材(缀件)(51)lacing bar:缀条(51)lamellar tearing:层状撕裂(62)lap connectlon:叠接(搭接)(59)lapped length of steel bar:钢筋搭接长度(36)large pannel concrete structure:混凝土大板结构(25)large-form cocrete structure:大模板结构(26)lateral bending:侧向弯曲(40)lateral displacement stiffness of storey:楼层侧移刚度(20)lateral displacement stiffness of structure·:结构侧移刚度(20)lateral force resistant wallstructure:抗侧力墙体结构(12)leg size of fillet weld:角焊缝焊脚尺寸(57)length of shear plane:剪面长度(67)lift—slab structure:升板结构(25)light weight aggregate concrete:轻骨料混凝土(28)limit of acceptance:验收界限(23)limitimg value for local dimension of masonrystructure·:砌体结构局部尺寸限值(47)limiting value for sectional dimension:截面尺寸限值(47)limiting value for supporting length:支承长度限值(47)limiting value for total height of masonry structure·:砌体结构总高度限值(47)linear expansion coeffcient:线膨胀系数(18)lintel:过梁(7)load bearing wall:承重墙(7)load-carrying capacity per bolt:单个普通螺栓承载能力(56)load—carrying capacity per high—strength holt:单个高强螺桂承载能力(56)load—carrying capacity per rivet:单个铆钉承载能力(55)log:原木(65)log timberstructure:原木结构(64)long term rigidity of member:构件长期刚度(32)longitude horizontal bracing:纵向水平支撑(5)longitudinal steel bar:纵向钢筋(35)longitudinal stiffener:纵向加劲肋(53)longitudinal weld:纵向焊缝(60)losses of prestress:‘预应力损失(33)lump material:块体(42)Mmain axis:强轴(56)main beam·:主梁(6)major axis:强轴(56)manual welding:手工焊接(59)manufacture control:生产控制(22)map cracking:龟裂(39)masonry:砌体(17)masonry lintel:砖过梁(43)masonry member:无筋砌体构件(41)masonry units:块体(43)masonry—concrete structure:砖混结构(¨)masonry—timber structure:砖木结构(11)mechanical properties of materials·:材料力学性能(17)melt—thru:烧穿(62)method of sampling:抽样方法(23)minimum strength class of masonry:砌体材料最低强度等级(47)minor axls·:弱轴(56)mix ratio of mortar:砂浆配合比(48)mixing water:拌合水(27)modified coefficient for allowable ratio of height tosectionalthickness of masonry wall :砌体墙容许高厚比修正系数(47) modified coefficient of flexural strength for timber curvedmem—:弧形木构件抗弯强度修正系数(68)modulus of elasticity of concrete:混凝土弹性模量(30)modulus of elasticity parellel to grain:顺纹弹性模量(66)moisture content:含水率(66)moment modified factor:弯矩调幅系数monitor frame:天窗架mortar:砂浆multi—defence system of earthquake—resistant building·:多道设防抗震建筑multi—tube supported suspended structure:多筒悬挂结构Nnailed joint:钉连接,net height:净高lnet water/cementratio:净水灰比non-destructive inspection of weld:焊缝无损检验non-destructive test:非破损检验non-load—bearingwall:非承重墙non—uniform cross—section beam:变截面粱non—uniformly distributed strain coefficient of longitudinal tensile reinforcement:纵向受拉钢筋应变不均匀系数normal concrete:普通混凝土normal section:正截面notch and tooth joint:齿连接number of sampling:抽样数量Oobligue section:斜截面oblique—angle fillet weld:斜角角焊缝one—way reinforced(or prestressed)concrete slab‘‘:单向板open web roof truss:空腹屋架,ordinary concrete:普通混凝土(28)ordinary steel bar:普通钢筋(29)orthogonal fillet weld:直角角焊缝(61)outstanding width of flange:翼缘板外伸宽度(57)outstanding width of stiffener:加劲肋外伸宽度(57)over-all stability reduction coefficient of steel beam·:钢梁整体稳定系数(58)overlap:焊瘤(62)overturning or slip resistance analysis :抗倾覆、滑移验算(10)Ppadding plate:垫板(52)partial penetrated butt weld:不焊透对接焊缝(61)partition:非承重墙(7)penetrated butt weld:透焊对接焊缝(60)percentage of reinforcement:配筋率(34)perforated brick:多孔砖(43)pilastered wall:带壁柱墙(42)pit·:凹坑(62)pith:髓心(?o)plain concrete structure:素混凝土结构(24)plane hypothesis:平截面假定(32)plane structure:平面结构(11)plane trussed lattice grids:平面桁架系网架(5)plastic adaption coefficient of cross—section:截面塑性发展系数(58) plastic design of steel structure:钢结构塑性设计(56)plastic hinge·:塑性铰(13)plastlcity coefficient of reinforced concrete member in tensilezone:受拉区混凝土塑性影响系数(34)plate—like space frame:干板型网架(5)plate—like space truss:平板型网架(5)plug weld:塞焊缝(60)plywood:胶合板(65)plywood structure:胶合板结构(64)pockmark:麻面(39)polygonal top-chord roof truss:多边形屋架(4)post—tensioned prestressed concrete structure:后张法预应力混凝土结构(24)precast reinforced concrete member:预制混凝土构件(26)prefabricated concrete structure:装配式混凝土结构(25)presetting time:初凝时间(38)prestressed concrete structure:预应力混凝土结构(24)prestressed steel structure:预应力钢结构(50)prestressed tendon:预应力筋<29)pre—tensioned prestressed concrete structure·:先张法预应力混凝土结构(24)primary control:初步控制(22)production control:生产控制(22)properties of fresh concrete:可塑混凝土性能(37)properties of hardened concrete:硬化混凝土性能(38)property of building structural materials:建筑结构材料性能(17)purlin“—””—:檩条(4)Qqlue timber structurer:胶合木结构(㈠)quality grade of structural timber:木材质量等级(?0)quality grade of weld:焊缝质量级别(61)quality inspection of bolted connection:螺栓连接质量检验(63)quality inspection of masonry:砌体质量检验(48)quality inspection of riveted connection:铆钉连接质量检验(63)quasi—permanent value of live load on floor orroof,:楼面、屋面活荷载准永久值(15)Rradial check:辐裂(70)ratio of axial compressive force to axial compressive ultimatecapacity of section:轴压比(35)ratio of height to sectional thickness of wall orcolumn:砌体墙柱高、厚比(48)ratio of reinforcement:配筋率(34)ratio of shear span to effective depth of section:剪跨比(35)redistribution of internal force:内力重分布(13)reducing coefficient of compressive strength in sloping grain for bolted connection:螺栓连接斜纹承压强度降低系数(68)reducing coefficient of liveload:活荷载折减系数(14)reducing coefficient of shearing strength for notch and toothconnection:齿连接抗剪强度降低系数(68)regular earthquake—resistant building:规则抗震建筑(9)reinforced concrete deep beam:混凝土深梁(26)reinforced concrete slender beam:混凝土浅梁(26)reinforced concrete structure:钢筋混凝土结构(24)reinforced masonry structure:配筋砌体结构(41)reinforcement ratio:配筋率(34)reinforcement ratio per unit volume:体积配筋率(35)relaxation of prestressed tendon:预应筋松弛(31)representative value of gravity load:重力荷载代表值(17)resistance to abrasion:耐磨性(38)resistance to freezing and thawing:抗冻融性(39)resistance to water penetration·:抗渗性(38)reveal of reinforcement:露筋(39)right—angle filletweld:直角角焊缝(61)rigid analysis scheme:刚性方案(45)rigid connection:刚接(21)rigid transverse wall:刚性横墙(42)rigid zone:刚域(13)rigid-elastic analysis scheme:刚弹性方案(45)rigidity of section:截面刚度(19)rigidly supported continous girder:刚性支座连续梁(11)ring beam:圈梁(42)rivet:铆钉(55)riveted connecction:铆钉连接(60)riveted steel beam:铆接钢梁(52)riveted steel girder:铆接钢梁(52)riveted steel structure:铆接钢结构(50)rolle rsupport:滚轴支座(51)rolled steel beam:轧制型钢梁(51)roof board:屋面板(3)roof bracing system:屋架支撑系统(4)roof girder:屋面梁(4)roof plate:屋面板(3)roof slab:屋面板(3)roof system:屋盖(3)roof truss:屋架(4)rot:腐朽(71)round wire:光圆钢丝(29)Ssafety classes of building structures:建筑结构安全等级(9)safetybolt:保险螺栓(69)sapwood:边材(65)sawn lumber+A610:方木(65)sawn timber structure:方木结构(64)saw-tooth joint failure:齿缝破坏(45)scarf joint:斜搭接(70)seamless steel pipe:无缝钢管(54)seamless steel tube:无缝钢管(54)second moment of area of tranformed section:换算截面惯性矩(34) second order effect due to displacement:挠曲二阶效应(13)secondary axis:弱轴(56)secondary beam:次粱(6)section modulus of transformed section:换算截面模量(34)section steel:型钢(53)semi-automatic welding:半自动焊接(59)separated steel column:分离式钢柱(51)setting time:凝结时间(38)shake:环裂(70)shaped steel:型钢(53)shapefactorofwindload:风荷载体型系数(16)shear plane:剪面(67)shearing rigidity of section:截面剪变刚度(19)shearing stiffness of member:构件抗剪刚度(20)short stiffener:短加劲肋(53)short term rigidity of member:构件短期刚度(31)shrinkage:干缩(71)shrinkage of concrete:混凝干收缩(30)silos:贮仓(3)skylight truss:天窗架(4)slab:楼板(6)slab—column structure:板柱结构(2)slag inclusion:夹渣(61)sloping grain:‘斜纹(70)slump:坍落度(37)snow reference pressure:基本雪压(16)solid—web steel column:实腹式钢柱(space structure:空间结构(11)space suspended cable:悬索(5)spacing of bars:钢筋间距(33)spacing of rigid transverse wall:刚性横墙间距(46)spacing of stirrup legs:箍筋肢距(33)spacing of stirrups:箍筋间距(33)specified concrete:特种混凝上(28)spiral stirrup:螺旋箍筋(36)spiral weld:螺旋形焊缝(60)split ringjoint:裂环连接(69)square pyramid space grids:四角锥体网架(5)stability calculation:稳定计算(10)stability reduction coefficient of axially loadedcompression:轴心受压构件稳定系数<13)stair:楼梯(8)static analysis scheme of building:房屋静力汁算方案(45)static design:房屋静力汁算方案(45)statically determinate structure:静定结构(11)statically indeterminate structure:超静定结构(11)sted:钢材(17)steel bar:钢筋(28)steel column component:钢柱分肢(51)steel columnbase:钢柱脚(51)steel fiber reinforced concrete structure·:钢纤维混凝土结构(26)steel hanger:吊筋(37)steel mesh reinforced brick masonry member:方格网配筋砖砌体构件(41) steel pipe:钢管(54)steel plate:钢板(53)steel plateelement:钢板件(52)steel strip:钢带(53)steel support:钢支座(51)steel tie:拉结钢筋(36)steel tie bar for masonry:砌体拉结钢筋(47)steel tube:钢管(54)steel tubular structure:钢管结构(50)steel wire:钢丝(28)stepped column:阶形柱(7)stiffener:加劲肋(52)stiffness of structural member:构件刚度(19)stiffness of transverse wall:横墙刚度(45)stirrup:箍筋(36)stone:石材(44)stone masonry:石砌体(44)stone masonry structure:石砌体结构(41)storev height:层高(21)straight—line joint failure:通缝破坏(45)straightness of structural member:构件乎直度(71)strand:钢绞线(2,)strength classes of masonry units:块体强度等级(44)strength classes of mortar:砂浆强度等级(44)strength classes of structural steel:钢材强度等级(55)strength classes of structural timber:木材强度等级(66)strength classes(grades) of concrete:混凝土强度等级(29)strength classes(grades) of prestressed tendon:预应力筋强度等级(30) strength classes(grades) of steel bar :普通钢筋强度等级(30)strength of structural timber parallel to grain:木材顺纹强度(66)strongaxis:强轴(56)structural system composed of bar:”杆系结构(11)structural system composed of plate:板系结构(12)structural wall:结构墙(7)superposed reinforced concrete flexural member:叠合式混凝土受弯构件(26)suspended crossed cable net:双向正交索网结构(6)suspended structure:悬挂结构(3)swirl grain:涡纹(?1)Ttensile(compressive) rigidity of section:截面拉伸(压缩)刚度(19)tensile(compressive) stiffness of member:构件抗拉(抗压)刚度(20)tensile(ultimate) strength of steel:钢材(钢筋)抗拉(极限)强度(18)test for properties of concrete structural members:构件性能检验(40): thickness of concrete cover:混凝土保护层厚度(33)thickness of mortarat bed joint:水平灰缝厚度(49)thin shell:薄壳(6)three hinged arch:三铰拱(n)tie bar:拉结钢筋(36)tie beam,‘:系梁(22)tie tod:系杆(5)tied framework:绑扎骨架(35)timber:木材(17)timber roof truss:木屋架(64)tor-shear type high-strength bolt:扭剪型高强度螺栓(54)torsional rigidity of section:截面扭转刚度(19)torsional stiffness of member:构件抗扭刚度(20)total breadth of structure:结构总宽度(21)total height of structure:结构总高度(21)total length of structure:结构总长度(21)transmission length of prestress:预应力传递长度(36)transverse horizontal bracing:横向水平支撑(4)transverse stiffener·:横向加劲肋(53)transverse weld:横向焊缝(60)transversely distributed steelbar:横向分布钢筋(36)trapezoid roof truss:梯形屋架(4)triangular pyramid space grids:三角锥体网架(5)triangular roof truss:三角形屋架(4)trussed arch:椽架(64)trussed rafter:桁架拱(5)tube in tube structure:筒中筒结构(3)tube structure:简体结构(2)twist:扭弯(71)two hinged arch:双铰拱(11)two sides(edges) supported plate:两边支承板(12)two—way reinforced (or prestressed) concrete slab:混凝土双向板(27)Uultimate compressive strain of concrete’”:混凝土极限压应变(31)unbonded prestressed concrete structure:无粘结预应力混凝土结构(25) undercut:咬边(62)uniform cross—section beam:等截面粱(6)unseasoned timber:湿材(65)upper flexible and lower rigid complex multistoreybuilding·:上柔下刚多层房屋(45)upper rigid lower flexible complex multistoreybuilding·:上刚下柔多层房屋(45)Vvalue of decompression prestress :预应力筋消压预应力值(33)value of effective prestress:预应筋有效预应力值(33)verification of serviceability limit states·”:正常使用极限状态验证(10)verification of ultimate limit states :承载能极限状态验证(10)vertical bracing:竖向支撑(5)vierendal roof truss:空腹屋架(4)visual examination of structural member:构件外观检查(39)visual examination of structural steel member:钢构件外观检查(63)visual examination of weld:焊缝外观检查(62)Wwall beam:墙梁(42)wall frame:壁式框架(门)wall—slab structure:墙板结构(2)warping:翘曲(40),(71)warping rigidity of section:截面翘曲刚度(19)water retentivity of mortar:砂浆保水性(48)water tower:水塔(3)water/cement ratio·:水灰比(3g)weak axis·:弱轴(56)weak region of earthquake—resistant building:抗震建筑薄弱部位(9) web plate:腹板(52)weld:焊缝(6[))weld crack:焊接裂纹(62)weld defects:焊接缺陷(61)weld roof:焊根(61)weld toe:焊趾(61)weldability of steel bar:钢筋可焊性(39)welded framework:焊接骨架()welded steel beam:焊接钢梁(welded steel girder:焊接钢梁(52)welded steel pipe:焊接钢管(54)welded steel strueture:焊接钢结构(50)welding connection·:焊缝连接(59)welding flux:焊剂(54)welding rod:焊条(54)welding wire:焊丝(54)wind fluttering factor:风振系数(16)wind reference pressure:基本风压(16)wind—resistant column:抗风柱(?)wood roof decking:屋面木基层(64)Yyield strength (yield point) of steel:钢材(钢筋)屈服强度(屈服点)。

毕业论文外文翻译-高层建筑结构

毕业论文外文翻译-高层建筑结构

毕业论文外文翻译-高层建筑结构High-Rise Building StructureAbstract:High-rise buildings have become common in modern cities across the world. Structural considerations play a crucial role in the planning and design of these buildings. The structural system of a high-rise building must be able to support its own weight as well as any additional loads imposed by occupancy and natural forces such as wind and earthquakes. This paper provides an overview of the structural systems commonly used in high-rise buildings, including reinforced concrete, steel, and hybrid systems. It also discusses the advantages and disadvantages of each system and the factors that affect their selection based on the specific requirements of a building.Introduction:In modern cities, high-rise buildings have become an increasingly popular option for meeting the growing need for office and residential space. High-rise buildings have several advantages, including the efficient use of land, the ability to accommodate large numbers of people, and the provision of spectacular views. To achieve these benefits, it is important to develop a safe and efficient structural system for high-rise buildings.Structural Considerations for High-Rise Buildings:Structural considerations are critical for high-rise buildings. Such structures must be able to support their own weight, as well as resist loads imposed by occupancy and natural forces such as wind and earthquakes. The structural system must also be able to maintain stability throughout the building's lifespan, while providing adequate safety for its occupants.Common Structural Systems for High-Rise Buildings:Reinforced Concrete System:One of the most commonly used structural systems for high-rise buildings is reinforced concrete. This system is desirable because of its strength, durability, and fire resistance. Concrete is also easily moldable, which allows for various shapes and sizes to be used in the building design.Steel System:The steel structural system is another popular choice for high-rise buildings. Steel structures have a high strength-to-weight ratio, which makes them a good choice for taller and lighter buildings. They are also easily adaptable and have high ductility, making them more resistant to earthquake damage.Hybrid System:Hybrid structural systems, which combine the advantages of reinforced concrete and steel, have become increasingly popular in recent years. These systems include concrete encased steel frames, concrete-filled steel tubes, and steel reinforced concrete.Factors Affecting Selection:The selection of a structural system for a high-rise building depends on several factors, including the building height, location, climate, design requirements, and budget. For example, in areas with high wind loads, a steel or hybrid system may be preferable due to its high strength and ductility. In areas with high seismic activity, a reinforced concrete system may be more appropriate because of its superior resistance to earthquake damage.Advantages and Disadvantages of Structural Systems:Each structural system has its advantages and disadvantages. The reinforced concrete system is strong, durable, and fire resistant, but is also heavy and requires a longer construction period. The steel system is adaptable and has a high strength-to-weight ratio, but is also susceptible to corrosion and may require regular maintenance. The hybrid system combines the benefits of both systems but may be more expensive than either system alone.Conclusion:Structural considerations are critical for the planning and design of high-rise buildings. Reinforced concrete, steel, and hybrid systems are the most commonly used structural systems for high-rise buildings. The selection of a system depends on several factors, including the building height, location, climate, design requirements, and budget. Each system has its advantages and disadvantages, and careful consideration of these factors is necessary to develop a safe and efficient structural system for high-rise buildings.。

和建筑物有关的英文单词

和建筑物有关的英文单词
continuous beam
36
大坝
dam
[dæm]
37
泥石流
debris flow
38
施工图设计,详图设计
detail design
39
土压力
earth pressure
40
抗震设计
earthquake-resistant design
41
屋檐,檐
eaves
[i:vz]
42
构件
element
['elimənt]
127

pole
[pəul]
128
圆柱
column
['kɔləm]
129
抗拉强度
tensile strength
130
压力
compressive force
131
弯曲,弯折;挠度
bending
['bendiŋ]
132
扭曲;翘曲
twisting
['twistiŋ]
133
复合材料
composite material
['infrə,strʌktʃə]
21
跨度, 跨径,(桥或拱的)墩距
span
[spæn]
22

beam
[bi:m]
23
普通水泥、硅酸盐水泥
Portland cement
24
钢筋混凝土
reinforced concrete
25
摩天大楼
skyscraper
['skai'skreipə]
26
隧道;坑道
tunnel

钢结构英文翻译对照

钢结构英文翻译对照

面积:area结构形式:framework坡度:slope跨度:span柱距:bay spacing檐高:eave height屋面板:roof plate墙面板:wall plate梁底净高: clean/net height屋面系统: roof sys招标文件: tender doc建筑结构结构可靠度设计统一标准:unified standard for designing of architecture construction reliability建筑结构荷载设计规范: load design standard for architecture construction建筑抗震设计规范: anti-seismic design standard for architecture钢结构设计规范: steel structure design standard冷弯薄壁型钢结构技术规范: technical standard for cold bend and thick steel structure门式钢架轻型房屋钢结构技术规范:technical specification for steel structure of light weight building with gabled frames 钢结构焊接规程: welding specification for steel structure钢结构工程施工及验收规范: checking standard for constructing and checking of steel structure 压型金属板设计施工规程: design and construction specification for steel panel荷载条件:load condition屋面活荷载:live load on roof屋面悬挂荷载:suspended load in roof风荷载:wind load雪荷载:snow load抗震等级:seismic load变形控制:deflect control柱间支撑X撑:X bracing主结构:primary structure钢架梁柱、端墙柱: frame beam, frame column, and end-wall column钢材牌号为Q345或相当牌号,大型钢厂出品:Q345 or equivalent, from the major steel mill 表面处理:抛丸除锈Sa2.5级,环氧富锌漆,两底两面,总厚度为125UM。

+Starter+Lesson+22024-2025学年外研版(2024)七年级英语上册

+Starter+Lesson+22024-2025学年外研版(2024)七年级英语上册

library 图书馆
Students can read books and spend time there.
floor 楼层
the first floor
一楼
the second floor 二楼
the third floor
三楼
teaching building dining hall playground
表转折关系的连词有:but等。
Step 2: 读句子,懂用法
Write down the conjunctions can be used to connect the sentences.
Some popcorn is in the 选择 shape of butterflies.
Let me show you around our school.
Vocabulary
Our school is not big but beautiful. There are three buildings and a playground in it. We love our school.
three floors
This is the teaching building. It has three floors. All the classrooms are in this building.
This is Building 2. On the first floor, we have science and computer labs, Music rooms, art rooms and a dance hall are on the second floor. And there's also a library. lt‘ s on the third floor.

土木工程专业英语(第二版 段兵延)第4课

土木工程专业英语(第二版 段兵延)第4课

Tall Buildings 高层建筑
The early development of high-rise buildings began with structural steel framing.
高层建筑的早期发展始于结构的钢框架。
Reinforced concrete and stressed-skin tube systems have since been economically and competitively used in a number of structures for both residential and commercial purposes.
Lesson 4 Tall Building 高层建筑
New words and phrases:
spectacular sway residential commercial innovation boundary eliminate apartment column demonstrate project stress truss bundle terminate facade perimeter encroach high-rise building 高层建筑 reinforced concrete 钢筋混凝土
过分的水平倾斜将导致隔板、天花板和其他建筑物细部的 严重的复发性破坏。
In addition, excessive sway may cause discomfort to the occupants of the building because of their perception of such motion.
这种创新已经被用在办公楼和公寓大楼的施工当中。
土木工程专业英语

三维建筑模型中英文对照外文翻译文献

三维建筑模型中英文对照外文翻译文献

中英文资料Constructing Rules and Scheduling Technology for 3DBuilding ModelsAbstract3D models have become important form of geographic data beyond conventional 2D geospatial data. Buildings are important marks for human to identify their environments, because they are close with human life, particularly in the urban areas. Geographic information can be expressed in a more intuitive and effective manner with architectural models being modeled and visualized in a virtual 3D environment. Architectural model data features with huge data volume, high complexity, non-uniform rules and so on. Hence, the cost of constructing large-scale scenes is high. Meanwhile, computers are lack of processing capacity upon a large number of model data. Therefore, resolving the conflicts between limited processing capacity of computer and massive data of model is valuable. By investigating the characteristics of buildings and the regular changes of viewpoint in virtual 3D environment, this article introduces several constructing rules and scheduling techniques for 3D constructing of buildings, aiming at the reduction of data volume and complexity of model and thus improving computers’ efficiency at scheduling large amount ofarchitectural models. In order to evaluate the efficiency of proposed constructing rules and scheduling technology listed in the above text, the authors carry out a case study by 3D constructing the campus of Peking University using the proposed method and the traditional method. The two results are then examined and compared from aspects of model data volume, model factuality, speed of model loading, average responding time during visualization, compatibility and reusability in 3D geo-visualization platforms: China Star, one China’s own platform for 3D g lobal GIS manufactured by the authors of this paper. The result of comparison reveals that models built by the proposed methods are much better than those built using traditional methods. For the constructing of building objects in large-scale scenes, the proposed methods can not only reduce the complexity and amount of model data remarkably, but can also improving computers’ efficiency.Keywords:Constructing rules, Model scheduling, 3D buildingsI. INTRODUCTIONIn recent years, with the development of 3D GIS (Geographical Information System) software like Google Earth, Skyline, NASA World Wind, large-scale 3D building models with regional characteristics have become important form of geographic data beyond conventional 2D geospatial data, like multi-resolution remote sensing images and vector data [1].Compared to traditional 2D representation, geographic information can be expressed in a more intuitive and effective manner with architectural models being modeled and visualized in a virtual 3D environment. 3D representation and visualization provides better visual effect and vivid urban geographic information, and thus plays an important role in people's perceptions of their environment. Meanwhile, the 3D building data is also of great significance for the construction of digital cities.But how to efficiently visualize thousands of 3D building models in a virtual 3D environment is not a trivial question. The most difficult part of the question is the conflicts between limited processing capacity of computer and massive volume of model data, particularly in the procedure of model rendering. Taking the 3D modeling of a city for the example using traditional 3D modeling method, suppose there are 100 000 buildings to model in the urban area and the average size of model data for each building is roughly 10 M. So the total data volume of building models in the city could reach a TB level. However, the capacity of ordinary computer memory is only in the GB scale. Based on this concern, the authors proposed the scheduling technology for large-scale 3D buildings models in aspects of model loading and rendering. Due to the lack of building constructing rules and standard, models of buildings vary in aspects of constructing methods, textures collection and model data volume, especially in aspects of model reusability and factuality. Such a large amount of data without uniform constructing rules becomes a huge challenge for data storage, processing and visualization in computers. It also brings the problem of incompatibility among different 3D GIS systems.After years of research in GIS (Geographic Information System), people have accumulated a number of ways to solve the above problems [3]. However in virtual 3D environment, because of the difference in data organization and manners of human computer interaction (HCI), we need to apply a new standardized method of modeling and scheduling for 3D models. At present, there is no such a uniform method as the constructing specification or standard for the modeling of 3D buildings. Existing approaches are insufficient and inefficient in the scheduling of large-scale building models, resulting in poor performance or large memory occupancy. In response to such questions, the authors proposed a new method for the construction of 3D building models. Models built using the proposed methods could be much better than those built using traditional methods. For the 3D modeling of building objects in scenes of large scale, the proposed methods can not only remarkably reduce the complexity and amount of model data, but can also improving the reusability and factuality of models. Concerning the scheduling of large-scale building models, the Model Loading Judgment Algorithm (MLJA) proposed in this paper could solve the optimal judgment problem of model loading in 3D vision cone, particularly in circumstance with uncertain user interactions.This paper first examines and analyzes existing problems in constructing and scheduling steps of 3D building models. Then the authors propose a set of constructing rules for 3D building models together with methods of model optimization. Besides, special scheduling technology and optimization method for model rendering is also applied in this paper for large-scale 3D building models. In order to evaluate the efficiency of proposed rules and methods, a case study is undertaken by constructing a 3D model for the main campus of Peking University and Shenzhen using both the proposed method and the traditional method respectively. The two resulting 3D models of Peking University campus and Shenzhen are then examined and compared with one other in aspects of model data volume, model factuality, speed of model loading, average responding time during visualization, compatibility and reusability in various 3D geo-visualization platforms like China Star (one China’s own platform for 3D global GIS manufactured by the authors),Skyline, etc. Result of comparison tells that provided similar factuality of models, using the proposed method of us, the data volume of models was reduced by 86%; the speed of model loading was increased by 70%; the average responding time of model during visualization and interaction speed was reduced by 83%. Meanwhile, the compatibility and reusability of 3D model data are also improved if they are constructed using our approach.II. MODELING RULES OF 3D BUILDINGS 3D scene is the best form of visualization for digital city systems. While constructing 3D models for buildings objects, proper methods and rules should be used, which are made with full concerns of the characteristics of 3D building models [2]. The resulting models should be robust, reusable and suitable enough for transmission over computer network, and should at the same time be automatically adapted to system capability.Generally speaking, methods of constructing 3D building models can be classified into three types: wireframe modeling, surface modeling and solid modeling. In normal circumstances, to model buildings in 3D format, the framework of building should be constructed first according to the contour features, number of floors, floor height, aerial photograph and liveaction photos of buildings. Then, gather the characteristics of scene that the buildings to model are representing. Important characteristics include buildings aerial photograph or liveaction shooting photos. Finally, map the gathered texture to model framework, optimize the model and create database of the 3D building models.Although there have already been many approaches for the construction of 3D building models, a unified modeling method and rules are still needed to improve the efficiency, quality, facilitate checking, reusability and archiving of constructed models. By investigating the characteristics of buildings, we found that buildings have regular geometric solid for modeling, similar texture on the surfaces of different directions, high similarity in small-scale models of buildings, etc. According to these, this article gives a discussion on the modeling rules from three aspects, includingconstructing rules of the 3D building models, texture mapping rules of 3D building models and optimization method for constructed models based on mentioned constructing rules.A. Constructing rules of the 3D building modelsThe 3D building modeling refers to the procedure of representing true buildings from the real world into computer in the form of 3D objects [4]. Human beings, as the creator and at the same time potential users of models, play a key role in this procedure. People are different from each other in the understanding of the building objects, methods of modeling and the software tools they use for modeling. Such differences among people who carry out modeling work at the same time lead to the 3D models of diverse quality and low efficiency. So the 3D building constructing rules proposed in this article become necessary and helpful to solve the above problems.1) Combine similar floors as a whole and keep the roof independent2) Share similar models and process the details especially3) Constructing in the unit of meters4) Define central point of the model5) Unified model codes6) Reduce number of surfaces in a single model7) Reduce combination of the models8) Rational split of modelsB. Texture mapping rules of 3D buildingsBased on the framework of 3D models, we need to attach these models with proper textures to create a better visualization effect for 3D buildings. The quality of texture mapping has a direct impact on the visual effect of the scene whiling being rendered [5]. Since the graphics card of computer will load all the textures together when rendering a model, texture mapping rules and the quality of the texture mapping can directly influence the efficiency of rendering as well.C. Optimization of models based on constructing rulesBased on constructing rules and the characteristics of 3D building models, theauthors develop a software tool to optimize the 3D building models automatically. The optimizations implemented in the software tool contain the deletion of models’ internal textures, merging adjacent vertices/lines/surfaces, removing un-mapped framework and so on. Besides, the software can enhance the shape of the whole model, texture position and model facticity in the procedure of model optimization.III. SCHEDULING TECHNOLOGY OF LARGE-SCALE 3DBUILDING MODELSFor the 3D visualization of large-scale architectural models, a series of measures could be applied to ensure the efficient rendering of models. Important measures includes the scene organization, vision cone cutting, elimination of textures on the backside of models, Shader optimization, LOD Algorithm, math library optimization, memory allocation optimization, etc..How to display thousands of 3D city buildings’ models in a virtual 3D environment is not trivial. The main problem is the scheduling of models [7]. It determines when and which models to be loaded. This problem can be divided into two smaller problems: Find visible spatial region of models in 3D environment, and optimization method of model rendering efficiency.A. Find visible spatial region of models in 3D environmentAccording to operating mechanism of computers during 3D visualization and the characteristics of large-scale 3D scene, we need to determine the position of current viewpoint first before loading signal models or urban-unit models. Then in response to the regular changes of viewpoint in virtual 3D environment, the system will preload the 3D model data into memory automatically. In this way, frequent IO operations can be reduced and thus overall efficiency of system gets improved. A new algorithm named MLJA (Model Loading Judgment Algorithm) is proposed in this paper in order to find out visible region of models in the 3D environment. The algorithm integrates the graticules and elevation information to determine the current viewpoint of users in the 3D space. And with the movement of viewpoint, the algorithm schedules the loading of model correspondingly and efficiently.B. Optimization method of model rendering efficiencyThe scheduling method of large-scale 3D building models proposed above is an effective way to solve the problem caused the contradiction between large model data volume and limited capacity of computers. According to the algorithm, we can avoid loading the whole large-scale 3D building models at one time for the sake of limited computer memory, and then improve system efficiency in the procedure of model loading and abandoning. Due to the limited capacity of GPU and local video memory, we need a further research on how to display the loaded model data in more efficient manner. In the remaining part of this paper, the authors will continue to introduce several methods on the optimization of model rendering in the vision cone.1) Elimination of textures on the backside of modelsThe backside of the 3D model is invisible to the users. If we omit the texture mapping for the 3D model on the backside, the processing load of graphic card will be reduced as much as at least 50%. Besides, according to an investigation on procedure of actual model rendering, the authors found that on the backside of the 3D model, the invisible texture is rendered in a counter-clockwise manner against the direction of eyesight, while the visible texture mapping is rendered in clockwise manner. So we can omit the rendering of models which is intended to be rendered in counterclockwise manner. Therefore, the textures won’t exist on the back of 3D models. The graphic card could then work more rapidly and efficiently.2) Eliminate the shielded modelBy calculating the geometric relationship between 3D models in the scene, the shielded models can be omitted while displaying the scene with appropriate shielding patches. Through this way, we can effectively reduce the usage of graphics card memory, and thus achieve higher rendering efficiency and faster 3D virtual system.In the virtual 3D geographic information system, we often observe 3D models from a high altitude. It is especially true for large-scale outdoor 3D models. The usual arrangement of 3D building models are always sparse, however the real block is very small. Therefore, establishing an index for visual control, which is similar to the BSP tree, doesn’t amount to much. Through carefully studying DirectX, we found that wecan take advantage of the latest Z-buffering technology of DirectX to implement the shielding control of models.3) Optimization method of the Shader instructionsIn shader 3.0 technology, SM (Shader Model) is a model which can optimize the rendering engine. A 3D scene usually contains several shaders. Among these shaders, some deal with the surfaces and skeletons of buildings, and others deal with the texture of 3D building models.Geometry can be handled quickly by shader batch process. The shader can combine similar culmination in 3D building models, deal with the correlation operation of a single vertex, determine the physical shape of the model, link the point, line, triangle and other polygons for a rapid processing while create new polygons, etc. We can assign the computing task to shader and local video memory directly in a very short time without bothering the CPU. In this case, visual effects of smoke, explosions and other special effects and complex graphics are no longer necessary to be processed by the CPU of computer. Such features of shader can speed up both the CPU and graphic card in processing huge amount of 3D models.4) LOD algorithm of large-scale 3D sceneLOD (Level of Detail) is a common and effective solution to resolve the conflicts between real time visualization and the authenticity of models [8]. By investigating the main features and typical algorithms of LOD technology, the authors proposed a new structure for dynamic multi-level display. This structure not only can be applied to the mesh simplification of models with many different but fixed topologies, but also can be applied to the mesh simplification of models with variable topology. Therefore, the LOD technology can be applied to any grid model. Based on the above concerns, the authors also design a mesh simplification algorithm for variable topology through vertices merge. Via the dual operations of vertex merging and splitting, we can achieve smooth transition across different LOD levels of models, and automatically change the model topology.These above techniques plays important role in 3D scene. It can not only enable a rapid visualization of large-scale scene, but also can provide a high-resolutiondisplay of scene at a local scale with plenty of architectural details.IV. CONCLUDING REMARKSConstructing rules and scheduling technology plays an important role in the application of large-scale 3D buildings. Since people’s demand for 3D expression brings a challenge of high-efficiency and high-quality to virtual 3D environment, the methods proposed in this article give a good try in these aspects. According to the authors’ research and case studies in this paper, integration of constructing rules and scheduling technology is promising in providing powerful tools to solve the conflicts between limited processing capacity of computer and massive data of models. The result of our case study on Peking University indicates that the proposed new method on constructing rules and scheduling technology for large-scale 3D scene is highly feasible and efficient in practice. The proposed methods can not only standardize the procedure of model construction, but also can significantly shorten the time taken in scheduling large-scale 3D buildings. It introduces a new effective way to develop applications for large-scale three-dimensional scene.构建三维建筑模型的规则和调度技术摘要三维模型已成为超越了传统的二维地理空间数据的一种重要的地理数据形式。

校园的建筑英语作文带翻译

校园的建筑英语作文带翻译

As a high school student, I have always been fascinated by the architecture of our campus. Its not just the buildings themselves that captivate me, but the stories they tell and the atmosphere they create. Our school is a blend of modern and traditional architecture, offering a unique environment for learning and growth.The main building of our school is a grand structure that stands tall and proud. Its a symbol of our schools history and tradition. The brick facade is weathered but strong, a testament to the years it has stood. The large windows let in an abundance of natural light, creating a bright and welcoming atmosphere inside. The building houses the administrative offices, classrooms, and the library. The library, in particular, is a treasure trove of knowledge. Its high ceilings and rows of bookshelves give it an air of grandeur. The smell of old books and the quiet hum of students studying create a peaceful and focused environment.Adjacent to the main building is the science block, a modern addition to our campus. Its sleek glass and steel design contrasts sharply with the older buildings. The science labs are equipped with the latest technology, providing us with the best resources for learning. The large whiteboards and interactive screens in the classrooms enhance our understanding of complex scientific concepts.The sports complex is another significant part of our campus. The gymnasium is spacious and wellequipped, with a basketball court, volleyball court, and a running track. The outdoor fields are perfect for soccer, track and field, and other sports. The fresh air and open spaceprovide a great environment for physical education and team sports.The campus also features several green spaces, including a central courtyard and a small park. These areas are perfect for relaxation and reflection. The lush greenery and blooming flowers add a touch of nature to our otherwise concrete environment. Its common to see students studying or chatting in these areas during breaks.The schools architecture is not just functional its also a reflection of our values and aspirations. The blend of old and new represents our respect for tradition while embracing progress. The emphasis on natural light and open spaces shows our commitment to creating a healthy and inspiring learning environment.In conclusion, the architecture of our campus plays a significant role in shaping our school experience. It provides us with the facilities we need for learning and growth, while also creating an atmosphere that fosters creativity and collaboration. As I walk through the campus, I feel a sense of pride and belonging. This is not just a place to study its a place that shapes who we are and who we will become.校园的建筑作为一名高中生,我一直对我们学校校园的建筑感到着迷。

外文翻译英文_【9层】9462.13平米框架培训大楼毕业设计

外文翻译英文_【9层】9462.13平米框架培训大楼毕业设计

英文:High-Rise Buildings and StructuralDesignAbstract:It is difficult building . One may say that low-rise building ranges from 1 to 2 stories . A medium-rise building probably ranges between 3 or 4 stories up to 10 or 20 stories or more . Although the basic principles of vertical and horizontal subsystem design remain the same for low- , medium- , or high-rise buildings , when a building gets high the vertical subsystems become a controlling problem for two reasons . Higher vertical loads will require larger columns , walls , and shafts . But , more significantly , the overturning moment and the shear deflections produced by lateral forces are much larger and must be carefully provided for .Key Words:High-Rise Buildings Structural Design Framework Shear Seismic SystemIntroductionThe vertical subsystems in a high-rise building transmit accumulated gravity load from story to story , thus requiring larger column or wall sectionsto support such loading . In addition these same vertical subsystems must transmit lateral loads , such as wind or seismic loads , to the foundations. However , in contrast to vertical load , lateral load effects on buildings are not linear and increase rapidly with increase in height . For example under wind load , the overturning moment at the base of buildings varies approximately as the square of a buildings may vary as the fourth power of buildings height , other things being equal. Earthquake produces an even more pronounced effect.When the structure for a low-or medium-rise building is designed for dead and live load , it is almost an inherent property that the columns , walls , and stair or elevator shafts can carry most of the horizontal forces . The problem is primarily shear resistance . Moderate addition bracing for rigid frames in“short”buildings can e asily be provided by filling certain panels ( or even all panels ) without increasing the sizes of the columns and girders otherwise required for vertical loads.Unfortunately , this is not is for high-rise buildings because the problem is primarily resistance to moment and deflection rather than shear alone . Special structural arrangements will often have to be made and additional structural material is always required for the columns , girders , walls , and slabs in order to made a high-rise buildings sufficiently resistant to much higher lateral deformations .As previously mentioned , the quantity of structural material required persquare foot of floor of a high-rise buildings is in excess of that required for low-rise buildings . The vertical components carrying the gravity load , such as walls , columns , and shafts , will need to be strengthened over the full height of the buildings . But quantity of material required for resisting lateral forces is even more significant .With reinforced concrete , the quantity of material also increases as the number of stories increases . But here it should be noted that the increase in the weight of material added for gravity load is much more sizable than steel , whereas for wind load the increase for lateral force resistance is not that much more since the weight of a concrete buildings helps to resist overturn . On the other hand , the problem of design for earthquake forces . Additional mass in the upper floors will give rise to a greater overall lateral force under the of seismic effects .In the case of either concrete or steel design , there are certain basic principles for providing additional resistance to lateral to lateral forces and deflections in high-rise buildings without too much sacrifire in economy .1.Increase the effective width of the moment-resisting subsystems .This is very useful because increasing the width will cut down theoverturn force directly and will reduce deflection by the third powerof the width increase , other things remaining cinstant . However ,this does require that vertical components of the widened subsystembe suitably connected to actually gain this benefit.2.Design subsystems such that the components are made to interact inthe most efficient manner . For example , use truss systems with chords and diagonals efficiently stressed , place reinforcing for walls at critical locations , and optimize stiffness ratios for rigid frames . 3.Increase the material in the most effective resisting components . Forexample , materials added in the lower floors to the flanges of columns and connecting girders will directly decrease the overall deflection and increase the moment resistance without contributing mass in the upper floors where the earthquake problem is aggravated .4.Arrange to have the greater part of vertical loads be carried directlyon the primary moment-resisting components . This will help stabilize the buildings against tensile overturning forces by precompressing the major overturn-resisting components .5.The local shear in each story can be best resisted by strategicplacement if solid walls or the use of diagonal members in a vertical subsystem . Resisting these shears solely by vertical members in bending is usually less economical , since achieving sufficient bending resistance in the columns and connecting girders will require more material and construction energy than using walls or diagonal members .6.Sufficient horizontal diaphragm action should be provided floor .This will help to bring the various resisting elements to work togetherinstead of separately .7.Create mega-frames by joining large vertical and horizontalcomponents such as two or more elevator shafts at multistoryintervals with a heavy floor subsystems , or by use of very deepgirder trusses .Remember that all high-rise buildings are essentially vertical cantilevers which are supported at the ground . When the above principles are judiciously applied , structurally desirable schemes can be obtained by walls , cores , rigid frames, tubular construction , and other vertical subsystems to achieve horizontal strength and rigidity . Some of these applications will now be described in subsequent sections in the following .Shear-Wall SystemsWhen shear walls are compatible with other functional requirements , they can be economically utilized to resist lateral forces in high-rise buildings . For example , apartment buildings naturally require many separation walls . When some of these are designed to be solid , they can act as shear walls to resist lateral forces and to carry the vertical load as well . For buildings up to some 20storise , the use of shear walls is common . If given sufficient length ,such walls can economically resist lateral forces up to 30 to 40 stories or more .However , shear walls can resist lateral load only the plane of the walls( i.e.not in a diretion perpendicular to them ) . Therefore ,it is always necessary to provide shear walls in two perpendicular directions can be at least in sufficient orientation so that lateral force in any direction can be resisted . In addition , that wall layout should reflect consideration of any torsional effect .In design progress , two or more shear walls can be connected to from L-shaped or channel-shaped subsystems . Indeed , internal shear walls can be connected to from a rectangular shaft that will resist lateral forces very efficiently . If all external shear walls are continuously connected , then the whole buildings acts as a tube , and is excellent Shear-Wall Systems resisting lateral loads and torsion .Whereas concrete shear walls are generally of solid type with openings when necessary , steel shear walls are usually made of trusses . These trusses can have single diagonals , “X”diagonals , or“K”arrangements . A trussed wall will have its members act essentially in direct tension or compression under the action of view , and they offer some opportunity and deflection-limitation point of view , and they offer some opportunity for penetration between members . Of course , the inclined members of trusses must be suitable placed so as not to interfere with requirements for windows and for circulation service penetrations though these walls .As stated above , the walls of elevator , staircase ,and utility shafts form natural tubes and are commonly employed to resist both vertical and lateral forces . Since these shafts are normally rectangular or circular in cross-section ,they can offer an efficient means for resisting moments and shear in all directions due to tube structural action . But a problem in the design of these shafts is provided sufficient strength around door openings and other penetrations through these elements . For reinforced concrete construction , special steel reinforcements are placed around such opening .In steel construction , heavier and more rigid connections are required to resist racking at the openings .In many high-rise buildings , a combination of walls and shafts can offer excellent resistance to lateral forces when they are suitably located ant connected to one another . It is also desirable that the stiffness offered these subsystems be more-or-less symmertrical in all directions .Rigid-Frame SystemsIn the design of architectural buildings , rigid-frame systems for resisting vertical and lateral loads have long been accepted as an important and standard means for designing building . They are employed for low-and medium means for designing buildings . They are employed for low- and medium up to high-rise building perhaps 70 or 100 stories high . When compared to shear-wall systems , these rigid frames both within and at the outside of a buildings . They also make use of the stiffness in beams and columns that are required for the buildings in any case , but the columns are made stronger when rigidly connected to resist the lateral as well as vertical forces thoughframe bending .Frequently , rigid frames will not be as stiff as shear-wall construction , and therefore may produce excessive deflections for the more slender high-rise buildings designs . But because of this flexibility , they are often considered as being more ductile and thus less susceptible to catastrophic earthquake failure when compared with ( some ) shear-wall designs . For example , if over stressing occurs at certain portions of a steel rigid frame ( i.e.,near the joint ) , ductility will allow the structure as a whole to deflect a little more , but it will by no means collapse even under a much larger force than expected on the structure . For this reason , rigid-frame construction is considered by some to be a “best”seismic-resisting type for high-rise steel buildings . On the other hand ,it is also unlikely that a well-designed share-wall system would collapse.In the case of concrete rigid frames ,there is a divergence of opinion . It true that if a concrete rigid frame is designed in the conventional manner , without special care to produce higher ductility , it will not be able to withstand a catastrophic earthquake that can produce forces several times lerger than the code design earthquake forces . Therefore , some believe that it may not have additional capacity possessed by steel rigid frames . But modern research and experience has indicated that concrete frames can be designed to be ductile , when sufficient stirrups and joinery reinforcement are designed in to the frame . Modern buildings codes have specifications for the so-called ductile concrete frames . However , at present , these codes oftenrequire excessive reinforcement at certain points in the frame so as to cause congestion and result in construction difficulties 。

英汉汉英建筑词汇

英汉汉英建筑词汇

目录content建筑architecture土木工程civil engineering建筑知识building knowledge建筑工地building site建筑机械building machinery结构构件structural elements下部结构substructure上部结构superstructure混凝土工程concrete work钢筋reinforcement模板工程formwork砖石工程brickwork钢与金属结构工程steel-and metalwork木作工程timberwork屋面管道及饰面roofs、plumbing and finishes alphabetical index of 建筑技术名词索引technical terms in construction建筑architecture房屋建筑structural architecture室内建筑interior architecture园林建筑landscape architecture环境建筑environmental architecture建筑物的一些类型some types of building住宅house home dwelling错层式住宅split-level house坡地住宅stepped hillside house半独立式住宅semi-detached home联列式住宅区terrace-house development别墅bungalow cottage公寓flat apartment单身公寓bachelor棚屋shack shanty shed hut娱乐中心recreation center室内游泳池indoor swimming pool多层建筑multi-storey block高层建筑high-rise block商业建筑business premises建筑师承担以下工作an architect renders the following services 设计design初步设计preliminary design施工设计final design草图sketch图纸drawing钢筋混凝土梁设计design of a reinforced concrete beam 质量管理supervision现场质量管理site supervision工程质量管理project supervision预算师quantity surveyors预算师的工作a quantity surveyor’s service are概预算estimates确定工作量determination of quantities编制工程量表preparation of bills of quantities组织投标request for tenders(quotations、bids)签订合同award of contracts结算accounting设计工作一览表list of planning work performed by 由建筑师承担的工作the architect方案草图preliminary sketch初步设计preliminary design位置图key plan、block plan总体规划图master plan总图general layout详图设计detail design施工图working design详图detail drawing预留孔洞图recess drawing现场质量管理site supervision验收final approval进度表time schedule由结构工程是承担的工作the engineer静力计算static calculation模板图formwork drawing配筋图reinforcement drawing由预算师承担的工作the quantity surveyor工程量表bills of quantities组织投标calling for tenders合同contracts付款程序payment schedule由顾问承担的工作the consultant可行性研究feasibility study expert’s opinion专家意见expert’s survey expert’s report 建筑名词architectural terms未完工建筑unfinished building建筑系数coverage建筑占地面积covered area建筑体积cubage、cubical content居住面积living area商业面积commercial area住宅区residential area住宅区方案housing scheme住宅小区housing colony创建工程turn-key project工业区industrial area工业发展区industrial development建筑造价building costs分期付款progress payment末次付款final payment图纸drawing 、plan绘制图纸to prepare a drawing平面图plan局部平面图part plan索引图key plan布置图layout北立面图north elevation剖面图cross section 、transversal section纵剖图longitudinal section视图view全景图panoramic view轴测图isometric view鸟瞰图bird’s-eye view仰视图worm’s-eye view透视图perspective view图签caption of a drawing图名subject工程项目project图号drawing number比例scale日期date制图drawing by校对checked审核approved by修改revision更正correction详图及施工图detail & working drawing方案设计及地形测量图scheme designs & land surveyors drawings不按比例n.t.s(not to scale)吋的分尺寸通常用分数表示parts of an inch are usually given in fractions常用分数use these fractions避免用avoid绘图to draw制图to draught制图员draughtsman描图to trace做草图to sketch图例legend打斜线hatched涂黑smudged虚线(点线)dotted broken line虚线(划线)intermittent gestrichelt修改revision变更alteration检查、补充survey建议proposal设计的布置图proposed layout参考reference参考图reference drawing图注notes on drawings本图应与号图配合使用this drawing is to be read in conjunction with drg.no.所有尺寸均应现场测定all measures(dimensions)are to be taken(checked)on site任何问题均应与建筑师协商解决any queries to be clarified with the architect网格grid网格线grid line中心线、轴线centre line各种修改various revisions修正revised改变changed调整adjusted删除deleted变更altered由代替superseded by合并incorporated增加added引用introduced定位located绘图纸drawing papers描图纸tracing papers蓝图copies of drawings优质绘图纸cartridge paper or Bristol board房间a room壁炉fireplace烟囱chimney顶棚ceiling墙wall地面floor见详图see detail砖墙brick wall墙面砖wall tile凹圆踢脚coved skirting地面砖floor tile钢筋混凝土楼板reinforced concrete slae 顶棚板ceiling board壁纸wall paper抹会打底plaster rendering护墙板wall panel木踢脚板timber skirting木地板timber flooring抹会顶棚plaster ceiling墙角线条cornice抹灰墙面plastered wall建筑物a building层storey多层建筑multi-storey building建筑场地building site屋面roof屋面坡度roof pitch阁楼attic阳台balcony窗心墙parapet二层first floor底层ground floor地下室basement雨棚canopy上部结构super-structure栅栏fence下部结构sub-structure基础foundations下层地下室sub-basement上层super floor下层lower floor夹层mezzanine floor私人住宅a private home边界线boundary草坪llawn起居室living room书房study餐室dining room厨房kitchen备餐室pantry洗衣间laundry后院back yard厕所toilet 、wc走道passage门厅hall入口entrance覆盖面积covered area过道through-pass工作间workshop杂物间utility汽车棚carport室外起居平台outdoor living area游泳池swimming pool平台terrace工具间utensil room凹室alcove化妆室dressing room浴室bathroom淋浴shower单人卧室single bedroom双人卧室double bedroom阳台balcony凉廊loggia阁楼attic地窖cellar储藏室store room蒸汽浴室sauna管道间utility distribution酒吧间basement bar煤仓bunker办公楼层an office floor薄计室bookkeeping档案室filing秘书室secretary行政办公室administration打字室typist经理办公室manager’s office接待室reception门厅lobby电梯lifts交换台switchboard电传打字机室telex-room会议室conference room主要办公室main office办公小间office cubicles工地负责人办公室site supervisor’s office 茶点厨房teakitchen复印间printing room安全出口fire escape男厕所men’s toilet女厕所women’s toilet衣帽间cloar room样品储藏间store for samples办公室负责人office supervisor建筑设计部门architectural department工业建筑industrial building工厂factory、mill、works、plant汽车厂car factory造纸厂paper mill印刷厂printing works水泥厂cement plant厂房room、hangar吊车跨crane bay机器间machine room纺纱间spinning room锯齿形房屋结构sawtooth roof structure生产跨production bays将来扩建future extension已建existing拟建proposed预留future夹层mezzanine floor走道aisle货架stack提升叉车fork lift truck主体建筑main building辅助建筑附属建筑auxiliary building行政管理处administration厂部办公室head office门卫室gate keeper’s office原材料仓库raw material store石棉碾磨asbestos milling准备区preparation bays生产区production bays堆料区stacking bays成型工段moulding department卡车装车处lorry loading火车装车处railway loading模型堆场moulds stockyard烟囱chimney锅炉房boiler house蓄水池water reservoir电力、上下水等管线services for power、water etc 变电站substation沉淀池settling tanks废料回收hard waste recovery废料堆放场hard waste dump修理间workshops备品库accessories store食堂canteen卫生所sanitary building生活间welfare building修理间堆场workshop storage area成型产品moulded products仓库covered storage area堆场open storage area发货处dispatch control铁路专用线railway siding土木工程civil engineering土木工程civil engineering房屋及建筑house and building塔及多层建筑tower and multi-storey blocks各种结构structures of all kinds建设工程construction engineering桥梁及旱桥bridges and viaducts隧道及铁路tunnels and railway挡土墙retaining walls道路及机场roads and airfields结构理论theory of structures结构理论theory of structures解析几何analytic geometry投影几何sciagraphy数学mathematics计算尺slide rule结构分析structural analysis静力static forces结构设计structural design数学计算过程mathematical proceedings静定statically determined超静定statically undetermined分析analysis分配distribution分解decomposition决定determination方程式equation比例ratio几何geometry水平horizontal垂直vertical倾斜inclined空间space点point项term线line位置locality弦chord切线tangent平面plane面积area容积content volume圆circle正方形square矩形rectangle梯形trapezium三角形triangle等角symmetrically angled直角right angled斜角oblique锐角acute angled钝角obtuse angled等腰isosceles不等腰asosceles等边with equal sides不等边with unequal sides立方体cube圆柱体cylinder圆椎体cone棱柱体pyramid材料性能properties of material 尺寸size面积area断面面积sectional area重心center of gravity重量weight容重density比重specific gravity强度strength solidity柔性flexibility坚固性consistency抵抗矩section modulus惯性矩moment of inertia回转半径radius of gyration弹性模量modulus of elasticity静力名词static terms应力stress力矩moment弯矩bending moment剪力shearing force承压力bearing pressure强度strength荷载种类types of loads设计荷载design load允许荷载permissible load实际荷载actual load恒载dead load活荷载live load外加荷载imposed load风荷载wind load雪荷载snow load检修荷载repair load轮压wheel pressure重要外加荷载important imposed loads集中荷载point load、single load、concentrated load均布荷载uniformly distributed load线性荷载line load三角形荷载triangular load块状荷载block load递增荷载,在一定频率时增加的荷载swelling load,load increasing with a certain frequency附加荷载superimposed load力forces荷载重量load、weight平衡重counterweight平衡equilibrium压力pressure拉力tension吸力suction摩擦力friction冲击力impact扭力torsion粘结力bond剪力shear推力thrust压力compression纵向压力longitudinal compression力的作用application of force中心centrally偏心eccentrical纵向轴力longitudinal axial force跨度spans净宽clear width净空clearance跨度span有效高度effective height细长度slenderness全长overall length悬臂长度length of cantilever支座supports自由支座free supports嵌固长度length of restraint固端fixed end restraint拱座桥台abutment变形deformations弯曲bending flexion挠度deflection双向挠曲deflection in two directions伸展expansion dilatation收缩contraction膨胀swelling纵向弯曲buckling受弯压曲flexural稳定性stabilities抗倒塌稳定性stability against collapse抗倾覆稳定性stability against tilting抗滑移稳定性stability against sliding建筑知识building knowledge 组织关系organization scheme建筑物业主building owner、promoter、client建筑师architect土木工程师civil engineer预算师quantity surveyor总包main contractor分包subcontractors工长foreman技工qualified man 、skilled man 、journeyman普工unqualified man 、unskilled man建筑技术工人building craftsmen 、building artisans 瓦工bricklayer石工mason混凝土concrete worker钢筋工rod bender、rod fixer抹灰工plasterer木工carpenter白铁工sheetmetal worker、tin smith管工plumber电工electrician铁匠smith 、locksmith细木工joiner五金安装工ironmonger玻璃工glazier贴砖工tiler铺地工floor layer油漆工painter裱糊工paperhanger建筑工程building work挖土工程excavation work混凝土工程concrete work模板工程form work、shuttering work、boxing work 钢筋工程reinforcing work木工工程carpentry work白铁工程sheetmetal work屋面铺瓦工程roof tiling work防水工程water proofing work管道工程plumbing work隔热保温工程insulating work电气安装electrical installation锻铁工程blacksmith work抹灰工程plaster work、rendering work细木工程joinery work五金安装工程ironmongery work玻璃安装工程glazing work贴砖工程tiling work水磨石工程terrazzo work地面铺设工程floor laying work油漆工程painting work裱糊工程wallpapering work建筑材料building materials石灰lime水泥cement石膏gypsum熟石膏plaster of paris砂sand砾石gravel、stone砖brick空心砌块hollow block木材timber低碳钢、软钢mild steel瓦roofing tile油毡roofing felt钢筋reinforcing钢管steel pipe隔热保温材料insulation material油灰胶泥putty 、mastic面砖石板tile、slate涂料(指一般油漆)paint壁纸wallpaper标高levels基准标高datum elevation板面、梁面等无面层的结构面标高top of slab、top of beam、etc level lf structure without finish面层顶面,有面层的结构面标高top of finish、level of structure with finish 楼地面标高finished floor level二层楼板标高floor slab板底标高soffit顶面标高top level底面标高bottom level缝joins原浆勾缝jointed平缝butt joint凹缝open jointV型缝splayed joint伸缩缝expansion joint密封条sealing strip fugenband突出protruding projecting平齐flush bundig凹进recessed切口rebate rabbet榫槽groove直榫tongue企口连接tongued and grooved壁凹与孔洞recesses and openings洞口opening墙洞wall opening开通的open throughout楼板洞floor opening壁凹recess不开通的not open throughout凹口pocket洞孔mortice、mortise预留栏杆洞form mortices for balusters暗线槽conduit地沟duct沟槽channel墙槽wall conduit凹槽groove地槽floor duct直线与斜线straight and skew平的plane斜的skew直的straight锥形的tapered斜坡slope作出坡度laid to falls炉渣混凝土breeze concrete圆阴角coving圆阳角arris rounded倒角splay一个波段a corrugation波峰top of corrugation波谷valley of corrugation技术名词缩写some technical abbreviations 钢筋混凝土R.C. reinforced concrete预制混凝土P.C.C. precast concrete低碳钢M.S. mild steel镀锌铁皮G.I. galvanized iron铸铁C.I. cast iron石棉水泥A.C. asbestos cement交流电A.C. alternating current直流电D.C. direct current三相电three phase current总长O/A overall length中至中CC’S from center to center剖面通过SEC’THRO’ section through概述general地点stand基址plot地产estate场地site吊装erection建筑物的吊装erection of a building机器安装installation of a machine厂房建成implementation of a plant拆毁damages倒塌collapse倾覆tilting裂缝crack发霉mould、fungus泛碱efflorescence蒙灰及烟熏dust and soot翘曲warp杂项sundries竣工wrought wrot锻造beim schmied细木做beim schreiner粗木作beim Zimmermann上梁宴请,封顶仪式topping-out ceremony roof wetting party 防护proof防水water proof防湿moisture proof防潮damp proof防蒸汽steam proof防水汽vapour proof气密air-tight防虫vermin proof隔声sound proof其他miscellaneous界限margin旁注marginal notes层ply二层two ply三层three-ply可移动的可拆卸的removable demountable格珊grating颗粒分级grading样板template gauge小间cubicle booth厕所间toilet cubicle出纳间teller’s booth电话间telephone box小册子pamphlet散叶leaflet说明书prospectus安装说明fixing instructions建筑工地building site工地测量survey of site工地抄平leveling of site基准横档sight rail龙门板batter board建筑用水准仪builder’s level经纬仪theodolite钉龙门板pegging of batter boards准线wire木桩peg建筑工作building operations现场管理site supervision工地设施site installations施工道路site road builder’road临时接水temporary water connection储仓筒仓storage bin、silo工地办公室site office工房barracks工地食堂site canteen工地试验室field laboratory工地清理site clean-up job clean-up 建筑机械building machinery落锤drop hammer履带式装载机crawler-loader铲shovel挖掘机excavator shovel动力铲power shovel起重臂boom jib戽斗bucket履带caterpillar track反铲backacting shovel挖泥机dredger抓斗grab grabbing bucket混凝土搅拌机concrete mixer混凝土搅拌厂concrete plant泵pump离心泵centrifugal pump喷浆机guniting machine压路机roller起重机cranes旋转塔式起重机rotating tower crane悬臂式起重机saddle jib crane动臂式起重机swing jib crane配重counter-weight起重机行走架crane-carrier起重滑车hoist block卷扬机hoist起重小车trolley脚手架scaffolding压缩机compressor混凝土振动器concrete vibrator风钻pneumatic drill风动锤pneumatic hammer电锤electric hammer抹灰机plastering machine发动机engine电动机motor结构构件structural elements 结构构件structural elements上部结构super-structre柱column楼梯stairs离心窗parapet楼板slab梁beam外墙external wall室外地面ground level防潮层DPC防潮层面DPC level墙基plinth地沟duct基础footing下部结构sub-structure地面、地形ground、terrain平地flat ground地面斜坡slope of ground自然地面natural ground自然土natural soil原土original soil填土filled soil堤坡embankment几种土壤some type of soil植物质vegetable matter腐根dead roots表土topsoil耕土gardening soil下层土subsoil石砾石stone、gravel漂石boulders粘土clay软质岩石soft rock硬质岩石hard rock含有漂石的一般土壤common ground interspersed挖土excavation土方工程earthworks清理场地的灌木、树丛、杂草及所有植物质clearance of site of shrubs、bushes、grass &all vegetable matter槽trench沟ditch槽为垂直边帮a trench has vertical sides沟为倾斜边坡a ditch has sloping sides挖出的土excavated material余土surplus material地面水surface water明沟channel挡土板planking地下水位level of ground water地下水ground water、subsoil water斜撑bracing横撑strutting排水water removal找平drainage基础foundation基础footing基座base墙基wall footing基础底板foundation slab设备基础machine base楼板floor slab带形基础strip foundation联系梁tim beam基础踏步stepping of foundation基础底面bottom of foundation打桩piling板桩sheet wall piling承台pile cap表面摩擦力skin friction桩pile桩足pile foot挡土墙retaining wall重力墙gravity wall坝dam土坝earth dam地沟ducts隧道tunel地下停车场underground parking地沟duct通行地沟accessible duct格珊或盖板grating or slabs明沟open floor duct暗线管暗地槽conduit半圆型地沟half-round floor槽groove基础处剖面section through foundation工作区working space外墙perimeter wall砂浆面层及凹圆踢脚screed with coved skirting夯实砾石层hardcore垫层blinding侧砌砖垫层brick soling laid on edge挖土工程说明some notes to excavations灌注混凝土前基槽的地面应经工程是验收the bottom of excavation shall be inspected and approved by the engineer before concrete is placed局部松软土壤均应清除,其洞坑应用规定的材料填平并夯实pockets of soft ground shall be removed and resulting voids filled with approved material and consolidated基槽的边帮应用挡土板及横撑妥善支牢,以防塌方sides of excavation shall be adequately supported by planking and strutting to prevent collapse回填土应分层铺设,每层厚度不超过200毫米并全部用规定的方法夯实filling shall be deposited in layers not exceeding 200mm thick and thoroughly compacted by approved means剩余的土方应当均匀平铺在指定的场地上或从现场运走surplus excavation material shall be deposited spread and leveled on site where directed or removed from the site柱columns砖或混凝土柱columns of brickwork or concrete支柱pillar垛墩pier壁垛buttress变截面taper型钢柱stanchion管tube外径outside φ管式脚手架tubelar scaffolding小柱mullion工字梁I-beam组合型钢柱columns of compound section 木柱columns of timber撑prop柱post杆pole墙walls外墙external wall内墙internal wall周边墙perimeter wall隔墙partition wall围护墙enclosure wall防火墙fire wall共用墙common wall承重墙load bearing wall非承重墙non-bearing wall女儿墙parapet wall花格墙screen wall装饰墙decorative wall围墙boundary wall梁beams单跨梁single span beam连续梁continuous beam简支梁sub-spended beam固端梁fixed-end beam下翻梁down-stand beam板梁flush beam strip上翻梁inverted beamT型梁T-beam小梁joist过梁lintel斜腋tapered haunch圈梁perimeter beam装饰梁fascia beam托梁spandrel beam基础梁plinth beam连系梁tie beam板slabs缘或边edge or side板slab板底soffit简支板suspended slab嵌固板fixed-edge slab单向板one-way slab双向板two-way slab肋型板ribbed slab肋形梁板结构slab and joist ribbed construction 井字形梁板groined slab伞型柱顶无梁楼板mushroom slab底面露明或做平open or smooth soffit悬臂板cantilever slab托座bracket框架frames框架framework转角joint框架结构frame structure结构框架structure frame骨架skeleton自由简支suspended固定restrained fixed填充墙infill填充砖墙fill-in brickwork构架lattice work墙板wall panel支撑brace屋顶类型roof types屋面坡度roof pitch双坡屋顶double pitch roof gable roof单坡屋顶single pitch roof平屋顶flat roof雨棚canopy锯齿形屋顶sawtooth roof拱圆顶dome cupola伞形屋顶mushroom roof锥形屋顶tent roof四坡屋顶hip roof壳体屋顶shell structure roofs楼梯与踏步stairs and steps踏步steps踏步平板tread踏步竖板riser防滑条reeding踏步突沿nosing楼梯间staircase栏杆railing扶手handrail休息平台landing梯段板waist slab平台板landing slab有平台及梁的悬挑楼梯suspended staircase with landing and beams螺旋楼梯spiral staircase屋顶构件roof members屋顶结构roof structure屋脊ridge山墙檐口verge山墙gable屋檐eaves挑檐roof overhang屋脊及天沟ridge and valley封檐板fascia board坡面hip封山板barge board桁架梁girder桁架梁的上下杆件总是平行的top and bottom members of a girder are always parallel屋架truss屋架的上下杆件是不平行的top and bottom members of a truss are not parallel 杂项various台座pedestal勒脚plinth基座base面砖墙裙half tiled wall踢脚板skirting坡道ramp平台装饰平台platform loading platform混凝土工程concrete work混凝土的种类types of concrete按制作区分differentiation by manufacture现浇混凝土cast-in-site concrete in site concrete预拌混凝土ready-mixed concrete预制混凝土precast concrete预应力混凝土prestressed concrete清水混凝土exposed concrete按所用材料区分by components used低标号混凝土lean concrete钢筋混凝土reinforced concrete矿渣混凝土slag concrete卵石混凝土shingle concrete按用途区分by function大体积混凝土mass concrete炉渣混凝土breeze concrete基础用混凝土foundation concrete成分components细骨料fine aggregate粗骨料coarse aggregate水泥cement水water水泥种类type of cement天然水泥natural of cement标准水泥standard specification cement、specification cement矿渣水泥slag cement波特兰水泥Portland cement普通硅酸盐水泥ordinary Portland cement早强硅酸盐水泥high early strength Portland cement快硬硅酸盐水泥rapid hardening Portland cement铁波特兰水泥iron Portland cement矿渣硅酸盐水泥slag cement注:水泥应为硅酸盐水泥,正常凝固时间应符合规范要求notes:Cement shall be Portland cement normal setting to standard specification 水泥应储藏在防风雨的房屋内并置于垫高的、不透水的地面上storage of cement in a weather proof building on a raised impervious floor骨料aggregate颗粒级配grading细骨料fine aggregate纯净的天然河砂washed natural river sand由砾石磨成的砂粒sand derived from crushing gravel山砂pit sand砂应有西至粗均匀级配,最大粒径为5mm其中10-30%应通过52目筛,通过100目筛者不得超过10%notes:sand shall be evenly graded from fine to coarse particles to maximum3/16″(5mm) of which 10-30% should pass through a sieve of 52 meshes per square inch and not over 10% should pass through a sieve of 100 meshes per s.i.砂应为坚实的砂粒颗粒,不得含有灰尘、泥土、动植物和其他有机物sand shall be gritty,hard particles free from dust、clay、animal、vegetable or other organic mater粗骨料coarse aggregate石料stone砾石gravel毛石rubble石屑chips扁砾石shingles卵石pebbles注:粗骨料应为坚实、耐久、清洁的石料,其粒径级配有3/16吋至2吋notes:coarse aggregate shall be hard 、sound 、durable and clean stone in graduations forms 3/16″to2″所有史料不得含有砂、灰尘、盐类、石灰、沥青、泥土或其他有害物质all stone shall be free from sand、dust、salt、lime、bitumen、slay、or other deleterious matter混凝土搅拌mixing of concrete配料batching体积比volume batching重量比weight batching稠度consistency水灰比water-cement ratio混凝土28天强度concrete stress after 28 days试块test cube坍落度试验slump test由搅拌而引起的体积损失为±42%volume loss due to mixing ±42%混凝土强度concrete stress加掺合料的防水混凝土water tight concrete by additive注:由施工单位对全部混凝土工程的强度、耐久性、密实性、不渗水性及稳定性负最后责任the final responsibility as to strength 、durability、density、impermeability and stability of all concrete work will be the contractor’s捣固compaction用振捣器捣固compaction by mechanical vibrators人工振捣hand compaction振动器的种类types of mechanical vibrators表面振动器surface vibators振动棒vibrator beam插入式振动器internal vibrator如带软轴的振动器e.g. vibrators cylinder with flexible shaft 注:所有混凝土必须用插入式振动器充分振捣以保证密实notes:all concrete is to be thoroughly compacted by internal vibrators to ensure solidity养护(凝固)curing (maturing)凝固热maturing heat注:所有新浇灌的混凝土必须用湿麻袋或喷水养护,时间不少于10天notes:all newly placed concrete is to be kept damp for not less than 10 days by means of wet sack or sprinklers修补making good (patching)注:松动的砾石应予清除,用水泥砂浆填实所有空洞。

建筑结构中英文翻译

建筑结构中英文翻译

Aacceptable quality:合格质量acceptance lot:验收批量aciera:钢材admixture:外加剂against slip coefficient between friction surface of high-strength bolted connection:高强度螺栓摩擦面抗滑移系数aggregate:骨料air content:含气量air-dried timber:气干材allowable ratio of height to sectional thickness of masonry wall or column:砌体墙、柱容许高厚比allowable slenderness ratio of steel member:钢构件容许长细比allowable slenderness ratio of timber compression member:受压木构件容许长细比allowable stress range of fatigue:疲劳容许应力幅allowable ultimate tensile strain of reinforcement:钢筋拉应变限值allowable value of crack width:裂缝宽度容许值allowable value of deflection of structural member:构件挠度容许值allowable value of deflection of timber bending member:受弯木构件挠度容许值allowable value of deformation of steel member:钢构件变形容许值allowable value of deformation of structural member:构件变形容许值allowable value of drift angle of earthquake resistant structure:抗震结构层间位移角限值amplified coefficient of eccentricity:偏心距增大系数anchorage:锚具anchorage length of steel bar:钢筋锚固长度approval analysis during construction stage:施工阶段验算arch:拱arch with tie rod:拉捍拱arch—shaped roof truss:拱形屋架area of shear plane:剪面面积area of transformed section:换算截面面积aseismic design:建筑抗震设计assembled monolithic concrete structure:装配整体式混凝土结构automatic welding:自动焊接auxiliary steel bar:架立钢筋Bbackfilling plate:垫板balanced depth of compression zone:界限受压区高度balanced eccentricity:界限偏心距bar splice:钢筋接头bark pocket:夹皮batten plate:缀板beam:次梁bearing plane of notch:齿承压面(67)bearing plate:支承板(52)bearing stiffener:支承加劲肋(52)bent-up steel bar:弯起钢筋(35)block:砌块(43)block masonry:砌块砌体(44)block masonry structure:砌块砌体结构(41)blow hole:气孔(62)board:板材(65)bolt:螺栓(54)bolted connection:(钢结构)螺栓连接(59)bolted joint:(木结构)螺栓连接(69)bolted steel structure:螺栓连接钢结构(50)bonded prestressed concrete structure:有粘结预应力混凝土结构(24) bow:顺弯(71)brake member:制动构件(7)breadth of wall between windows:窗间墙宽度(46)brick masonry:砖砌体(44)brick masonry column:砖砌体柱(42)brick masonry structure:砖砌体结构(41)brick masonry wall:砖砌体墙(42)broad—leaved wood:阔叶树材(65)building structural materials:建筑结构材料(17)building structural unit:建筑结构单元(building structure:建筑结构(2built—up steel column:格构式钢柱(51bundled tube structure:成束筒结构(3burn—through:烧穿(62butt connection:对接(59butt joint:对接(70)butt weld:对接焊缝(60)Ccalculating area of compression member:受压构件计算面积(67) calculating overturning point:计算倾覆点(46)calculation of load-carrying capacity of member:构件承载能力计算(10) camber of structural member:结构构件起拱(22)cantilever beam :挑梁(42)cap of reinforced concrete column:钢筋混凝土柱帽(27)carbonation of concrete:混凝土碳化(30)cast-in—situ concrete slab column structure :现浇板柱结构cast-in—situ concrete structure:现浇混凝土结构(25)cavitation:孔洞(39)cavity wall:空斗墙(42)cement:水泥(27)cement content:水泥含量(38)cement mortar:水泥砂浆(43)characteriseic value of live load on floor or roof:楼面、屋面活荷载标准值(14) characteristi cvalue o fwindload:风荷载标准值(16)characteristic value of concrete compressive strength:混凝土轴心抗压强度标准值(30) characteristic value of concrete tensile strength:混凝土轴心抗拉标准值(30) characteristic value of cubic concrete compressive strength:混凝土立方体抗压强度标准值(2 9)characteristic value of earthquake action:地震作用标准值(16)characteristic value of horizontal crane load:吊车水平荷载标准值(15)characteristic value of masonry strength:砌体强度标准值(44)characteristic value of permanent action·:永久作用标准值(14)characteristic value of snowload:雪荷载标准值(15)characteristic value of strength of steel:钢材强度标准值(55)characteristic value of strength of steel bar:钢筋强度标准值(31)characteristic value of uniformly distributed live load:均布活标载标准值(14) characteristic value of variable action:可变作用标准值(14)characteristic value of vertical crane load:吊车竖向荷载标准值(15)charaeteristic value of material strength:材料强度标准值(18)checking section of log structural member·,:原木构件计算截面(67)chimney:烟囱(3)circular double—layer suspended cable:圆形双层悬索(6)circular single—layer suspended cable:圆形单层悬索(6)circumferential weld:环形焊缝(60)classfication for earthquake—resistance of buildings·:建筑结构抗震设防类别(9)clear height:净高(21)clincher:扒钉(?0)coefficient of equivalent bending moment of eccentrically loaded steel memher(beam-colum n) :钢压弯构件等效弯矩系数(58)cold bend inspection of steelbar:冷弯试验(39)cold drawn bar:冷拉钢筋(28)cold drawn wire:冷拉钢丝(29)cold—formed thin—walled sectionsteel:冷弯薄壁型钢(53)cold-formed thin-w al l ed steel st ructure·…:冷弯薄壁型钢结构(50)cold—rolled deformed bar:冷轧带肋钢筋(28)column bracing:柱间支撑(7)combination value of live load on floor or roof:楼面、屋面活荷载组合值(15) compaction:密实度(37)compliance control:合格控制(23)composite brick masonry member:组合砖砌体构件(42)composite floor system:组合楼盖(8)composite floor with profiled steel sheet:压型钢板楼板(8)composite mortar:混合砂浆(43)composite roof truss:组合屋架(8)compostle member:组合构件(8)compound stirrup:复合箍筋(36)compression member with large eccentricity·:大偏心受压构件(32) compression member with small eccentricity·:小偏心受压构件(32) compressive strength at an angle with slope of grain:斜纹承压强度(66) compressive strength perpendicular to grain:横纹承压强度(66) concentration of plastic deformation:塑性变形集中(9)conceptual earthquake—resistant design:建筑抗震概念设计(9)concrete:混凝土(17)concrete column:混凝土柱(26)concrete consistence:混凝土稠度(37)concrete floded—plate structure:混凝土折板结构(26)concrete foundation:混凝土基础(27)concrete mix ratio:混凝土配合比(38)concrete wall:混凝土墙(27)concrete-filled steel tubular member:钢管混凝土构件(8)conifer:针叶树材(65)coniferous wood:针叶树材(65)connecting plate:连接板(52)connection:连接(21)connections of steel structure:钢结构连接(59)connections of timber structDdecay:腐朽(71)decay prevention of timber structure:木结构防腐(70)defect in timber:木材缺陷(70)deformation analysis:变形验算(10)degree of gravity vertical for structure or structural member·:结构构件垂直度(40) degree of gravity vertical forwall surface:墙面垂直度(49)degree of plainness for structural memer:构件平整度(40)degree of plainness for wall surface:墙面平整度(49)depth of compression zone:受压区高度(32)depth of neutral axis:中和轴高度(32)depth of notch:齿深(67)design of building structures:建筑结构设计(8)design value of earthquake-resistant strength of materials:材料抗震强度设计值(1 design value of load—carrying capacity of members·:构件承载能力设计值(1 designations 0f steel:钢材牌号(53designvalue of material strength:材料强度设计值(1destructive test:破损试验(40detailing reintorcement:构造配筋(35detailing requirements:构造要求(22diamonding:菱形变形(71)diaphragm:横隔板(52dimensional errors:尺寸偏差(39)distribution factor of snow pressure:屋面积雪分布系数dogspike:扒钉(70)double component concrete column:双肢柱(26)dowelled joint:销连接(69)down-stayed composite beam:下撑式组合粱(8)ductile frame:延性框架(2)dynamic design:动态设计(8)Eearthquake-resistant design:抗震设计(9:earthquake-resistant detailing requirements:抗震构造要求(22)effective area of fillet weld:角焊缝有效面积(57)effective depth of section:截面有效高度(33)effective diameter of bolt or high-strength bolt·:螺栓(或高强度螺栓)有效直径(57) effective height:计算高度(21)effective length:计算长度(21)effective length of fillet weld:角焊缝有效计算长度(48)effective length of nail:钉有效长度(56)effective span:计算跨度(21)effective supporting length at end of beam:梁端有效支承长度(46)effective thickness of fillet weld:角焊缝有效厚度(48)elastic analysis scheme:弹性方案(46)elastic foundation beam:弹性地基梁(11)elastic foundation plate:弹性地基板(12)elastically supported continuous girder·:弹性支座连续梁(u)elasticity modulus of materials:材料弹性模量(18)elongation rate:伸长率(15)embeded parts:预埋件(30)enhanced coefficient of local bearing strength of materials·:局部抗压强度提高系数(14) entrapped air:含气量(38)equilibrium moisture content:平衡含水率(66)equivalent slenderness ratio:换算长细比(57)equivalent uniformly distributed live load·:等效均布活荷载(14)etlectlve cross—section area of high-strength bolt·:高强度螺栓的有效截面积(58) ettectlve cross—section area of bolt:螺栓有效截面面积(57)euler‟s cri t i cal l oad:欧拉临界力(56)euler‟s cri t i cal st ress:欧拉临界应力(56)excessive penetration:塌陷(62)Ffiber concrete:纤维混凝仁(28)filler plate:填板门2)fillet weld:角焊缝(61)final setting time:终凝时间()finger joint:指接(69)fired common brick:烧结普通砖(43)fish eye:白点(62)fish—belly beam:角腹式梁(7)fissure:裂缝(?0)flexible connection:柔性连接(22)flexural rigidity of section:截面弯曲刚度(19)flexural stiffness of member:构件抗弯刚度(20)floor plate:楼板(6)floor system:楼盖(6)four sides(edges)supported plate:四边支承板(12)frame structure:框架结构(2)frame tube structure:单框筒结构(3)frame tube structure:框架—简体结构(2)frame with sidesway:有侧移框架(12)frame without sidesway:无侧移框架(12)frange plate:翼缘板(52)friction coefficient of masonry:砌体摩擦系数(44)full degree of mortar at bed joint:砂浆饱满度(48)function of acceptance:验收函数(23)Ggang nail plate joint:钉板连接()glue used for structural timberg:木结构用胶glued joint:胶合接头glued laminated timber:层板胶合木(¨)glued laminated timber structure:层板胶合结构…61)grider:主梁((㈠grip:夹具grith weld:环形焊缝(6÷))groove:坡口gusset plate:节点板(52)Hhanger:吊环hanging steel bar:吊筋heartwood :心材heat tempering bar:热处理钢筋(28)height variation factor of wind pressure:风压高度变化系数(16) heliral weld:螺旋形僻缝high—strength bolt:高强度螺栓high—strength bolt with large hexagon bea:大六角头高强度螺栓high—strength bolted bearing type join:承压型高强度螺栓连接,high—strength bolted connection:高强度螺栓连接high—strength bolted friction—type joint:摩擦型高强度螺栓连接high—strength holted steel slsteel structure:高强螺栓连接钢结构hinge support:铰轴支座(51)hinged connection:铰接(21)hlngeless arch:无铰拱(12)hollow brick:空心砖(43)hollow ratio of masonry unit:块体空心率(46)honeycomb:蜂窝(39)hook:弯钩(37)hoop:箍筋(36)hot—rolled deformed bar:热轧带肋钢筋(28)hot—rolled plain bar:热轧光圆钢筋(28)hot-rolled section steel:热轧型钢(53)hunched beam:加腋梁(?)Iimpact toughness:冲击韧性(18)impermeability:抗渗性(38)inclined section:斜截面(33)inclined stirrup:斜向箍筋(36)incomplete penetration:未焊透(61)incomplete tusion:未溶合(61)incompletely filled groove:未焊满(61)indented wire:刻痕钢丝(29)influence coefficient for load—bearing capacity of compression member:受压构件承载能力影响系数(46)influence coefficient for spacial action :空间性能影响系数(46)initial control:初步控制(22)insect prevention of timber structure:木结构防虫(?o)inspection for properties of glue used in structural member:结构用胶性能检验(71) inspection for properties of masnory units:块体性能检验(48)inspection for properties of mortar:砂浆性能检验(48)inspection for properties of steelbar:钢筋性能检验(39)integral prefabricated prestressed concrete slab—column structure:整体预应力板柱结构(25) intermediate stiffener:中间加劲肋(53)intermittent weld:断续焊缝(60)Jjoint of reinforcement:钢筋接头(35)Kkey joint:键连接(69)kinetic design:动态设计(8)knot:节子(木节)(70)Llaced of battened compression member:格构式钢柱(51)lacing and batten elements:缀材(缀件)(51)lacing bar:缀条(51)lamellar tearing:层状撕裂(62)lap connectlon:叠接(搭接)(59)lapped length of steel bar:钢筋搭接长度(36)large pannel concrete structure:混凝土大板结构(25)large-form cocrete structure:大模板结构(26)lateral bending:侧向弯曲(40)lateral displacement stiffness of storey:楼层侧移刚度(20)lateral displacement stiffness of structure·:结构侧移刚度(20)lateral force resistant wallstructure:抗侧力墙体结构(12)leg size of fillet weld:角焊缝焊脚尺寸(57)length of shear plane:剪面长度(67)lift—slab structure:升板结构(25)light weight aggregate concrete:轻骨料混凝土(28)limit of acceptance:验收界限(23)limitimg value for local dimension of masonry structure·:砌体结构局部尺寸限值(47) limiting value for sectional dimension:截面尺寸限值(47)limiting value for supporting length:支承长度限值(47)limiting value for total height of masonry structure·:砌体结构总高度限值(47)linear expansion coeffcient:线膨胀系数(18)lintel:过梁(7)load bearing wall:承重墙(7)load-carrying capacity per bolt:单个普通螺栓承载能力(56)load—carrying capacity per high—strength holt:单个高强螺桂承载能力(56) load—carrying capacity per rivet:单个铆钉承载能力(55)log:原木(65)log timberstructure:原木结构(64)long term rigidity of member:构件长期刚度(32)longitude horizontal bracing:纵向水平支撑(5)longitudinal steel bar:纵向钢筋(35)longitudinal stiffener:纵向加劲肋(53)longitudinal weld:纵向焊缝(60)losses of prestress:…预应力损失(33)lump material:块体(42)Mmain axis:强轴(56)main beam·:主梁(6)major axis:强轴(56)manual welding:手工焊接(59)manufacture control:生产控制(22)map cracking:龟裂(39)masonry:砌体(17)masonry lintel:砖过梁(43)masonry member:无筋砌体构件(41)masonry units:块体(43)masonry—concrete structure:砖混结构(¨)masonry—timber structure:砖木结构(11)mechanical properties of materials·:材料力学性能(17)melt—thru:烧穿(62)method of sampling:抽样方法(23)minimum strength class of masonry:砌体材料最低强度等级(47)minor axls·:弱轴(56)mix ratio of mortar:砂浆配合比(48)mixing water:拌合水(27)modified coefficient for allowable ratio of height to sectionalthickness of masonry wall :砌体墙容许高厚比修正系数(47)modified coefficient of flexural strength for timber curved mem—:弧形木构件抗弯强度修正系数(68)modulus of elasticity of concrete:混凝土弹性模量(30)modulus of elasticity parellel to grain:顺纹弹性模量(66)moisture content:含水率(66)moment modified factor:弯矩调幅系数monitor frame:天窗架mortar:砂浆multi—defence system of earthquake—resistant building·:多道设防抗震建筑multi—tube supported suspended structure:多筒悬挂结构Nnailed joint:钉连接,net height:净高lnet span:净跨度net water/cementratio:净水灰比non-destructive inspection of weld:焊缝无损检验non-destructive test:非破损检验non-load—bearingwall:非承重墙non—uniform cross—section beam:变截面粱non—uniformly distributed strain coefficient of longitudinal tensile reinforcement:纵向受拉钢筋应变不均匀系数normal concrete:普通混凝土normal section:正截面notch and tooth joint:齿连接number of sampling:抽样数量Oobligue section:斜截面oblique—angle fillet weld:斜角角焊缝one—w ay reinforced(or prest ressed)concret e sl ab……:单向板open web roof truss:空腹屋架,ordinary concrete:普通混凝土(28)ordinary steel bar:普通钢筋(29)orthogonal fillet weld:直角角焊缝(61)outstanding width of flange:翼缘板外伸宽度(57)outstanding width of stiffener:加劲肋外伸宽度(57)over-all stability reduction coefficient of steel beam·:钢梁整体稳定系数(58)overlap:焊瘤(62)overturning or slip resistance analysis :抗倾覆、滑移验算(10)Ppadding plate:垫板(52)partial penetrated butt weld:不焊透对接焊缝(61)partition:非承重墙(7)penetrated butt weld:透焊对接焊缝(60)percentage of reinforcement:配筋率(34)perforated brick:多孔砖(43)pilastered wall:带壁柱墙(42)pit·:凹坑(62)pith:髓心(?o)plain concrete structure:素混凝土结构(24)plane hypothesis:平截面假定(32)plane structure:平面结构(11)plane trussed lattice grids:平面桁架系网架(5)plank:板材(65)plastic adaption coefficient of cross—section:截面塑性发展系数(58)plastic design of steel structure:钢结构塑性设计(56)plastic hinge·:塑性铰(13)plastlcity coefficient of reinforced concrete member in tensile zone:受拉区混凝土塑性影响系数(34)plate—like space frame:干板型网架(5)plate—like space truss:平板型网架(5)plug weld:塞焊缝(60)plywood:胶合板(65)plywood structure:胶合板结构(64)pockmark:麻面(39)polygonal top-chord roof truss:多边形屋架(4)post—tensioned prestressed concrete structure:后张法预应力混凝土结构(24)precast reinforced concrete member:预制混凝土构件(26)prefabricated concrete structure:装配式混凝土结构(25)presetting time:初凝时间(38)prestressed concrete structure:预应力混凝土结构(24)prestressed steel structure:预应力钢结构(50)prestressed tendon:预应力筋<29)pre—tensioned prestressed concrete structure·:先张法预应力混凝土结构(24)primary control:初步控制(22)production control:生产控制(22)properties of fresh concrete:可塑混凝土性能(37)properties of hardened concrete:硬化混凝土性能(38)property of building structural materials:建筑结构材料性能(17)purl i n“—”—:檩条(4)Qqlue timber structurer:胶合木结构(㈠)quality grade of structural timber:木材质量等级(?0)quality grade of weld:焊缝质量级别(61)quality inspection of bolted connection:螺栓连接质量检验(63)quality inspection of masonry:砌体质量检验(48)quality inspection of riveted connection:铆钉连接质量检验(63)quasi—permanent value of live load on floor or roof,:楼面、屋面活荷载准永久值(15)Rradial check:辐裂(70)ratio of axial compressive force to axial compressive ultimate capacity of section:轴压比(35) ratio of height to sectional thickness of wall or column:砌体墙柱高、厚比(48)ratio of reinforcement:配筋率(34)ratio of shear span to effective depth of section:剪跨比(35)redistribution of internal force:内力重分布(13)reducing coefficient of compressive strength in sloping grain for bolted connection:螺栓连接斜纹承压强度降低系数(68)reducing coefficient of liveload:活荷载折减系数(14)reducing coefficient of shearing strength for notch and tooth connection:齿连接抗剪强度降低系数(68)regular earthquake—resistant building:规则抗震建筑(9)reinforced concrete deep beam:混凝土深梁(26)reinforced concrete slender beam:混凝土浅梁(26)reinforced concrete structure:钢筋混凝土结构(24)reinforced masonry structure:配筋砌体结构(41)reinforcement ratio:配筋率(34)reinforcement ratio per unit volume:体积配筋率(35)relaxation of prestressed tendon:预应筋松弛(31)representative value of gravity load:重力荷载代表值(17)resistance to abrasion:耐磨性(38)resistance to freezing and thawing:抗冻融性(39)resistance to water penetration·:抗渗性(38)reveal of reinforcement:露筋(39)right—angle filletweld:直角角焊缝(61)rigid analysis scheme:刚性方案(45)rigid connection:刚接(21)rigid transverse wall:刚性横墙(42)rigid zone:刚域(13)rigid-elastic analysis scheme:刚弹性方案(45)rigidity of section:截面刚度(19)rigidly supported continous girder:刚性支座连续梁(11)ring beam:圈梁(42)rivet:铆钉(55)riveted connecction:铆钉连接(60)riveted steel beam:铆接钢梁(52)riveted steel girder:铆接钢梁(52)riveted steel structure:铆接钢结构(50)rolle rsupport:滚轴支座(51)rolled steel beam:轧制型钢梁(51)roof board:屋面板(3)roof bracing system:屋架支撑系统(4)roof girder:屋面梁(4)roof plate:屋面板(3)roof slab:屋面板(3)roof system:屋盖(3)roof truss:屋架(4)rot:腐朽(71)round wire:光圆钢丝(29)Ssafety classes of building structures:建筑结构安全等级(9) safetybolt:保险螺栓(69)sapwood:边材(65)sawn lumber+A610:方木(65)sawn timber structure:方木结构(64)saw-tooth joint failure:齿缝破坏(45)scarf joint:斜搭接(70)seamless steel pipe:无缝钢管(54)seamless steel tube:无缝钢管(54)second moment of area of tranformed section:换算截面惯性矩(34) second order effect due to displacement:挠曲二阶效应(13) secondary axis:弱轴(56)secondary beam:次粱(6)section modulus of transformed section:换算截面模量(34) section steel:型钢(53)semi-automatic welding:半自动焊接(59)separated steel column:分离式钢柱(51)setting time:凝结时间(38)shake:环裂(70)shapefactorofwindload:风荷载体型系数(16)shear plane:剪面(67)shearing rigidity of section:截面剪变刚度(19)shearing stiffness of member:构件抗剪刚度(20)short stiffener:短加劲肋(53)short term rigidity of member:构件短期刚度(31)shrinkage:干缩(71)shrinkage of concrete:混凝干收缩(30)silos:贮仓(3)skylight truss:天窗架(4)slab:楼板(6)slab—column structure:板柱结构(2)slag inclusion:夹渣(61)sloping grain:…斜纹(70)slump:坍落度(37)snow reference pressure:基本雪压(16)solid—web steel column:实腹式钢柱(space structure:空间结构(11)space suspended cable:悬索(5)spacing of bars:钢筋间距(33)spacing of rigid transverse wall:刚性横墙间距(46)spacing of stirrup legs:箍筋肢距(33)spacing of stirrups:箍筋间距(33)specified concrete:特种混凝上(28)spiral stirrup:螺旋箍筋(36)spiral weld:螺旋形焊缝(60)split ringjoint:裂环连接(69)square pyramid space grids:四角锥体网架(5)stability calculation:稳定计算(10)stability reduction coefficient of axially loaded compression:轴心受压构件稳定系数<13) stair:楼梯(8)static analysis scheme of building:房屋静力汁算方案(45)static design:房屋静力汁算方案(45)statically determinate structure:静定结构(11)statically indeterminate structure:超静定结构(11)sted:钢材(17)steel bar:钢筋(28)steel column component:钢柱分肢(51)steel columnbase:钢柱脚(51)steel fiber reinforced concrete structure·:钢纤维混凝土结构(26)steel hanger:吊筋(37)steel mesh reinforced brick masonry member:方格网配筋砖砌体构件(41)steel pipe:钢管(54)steel plateelement:钢板件(52)steel strip:钢带(53)steel support:钢支座(51)steel tie:拉结钢筋(36)steel tie bar for masonry:砌体拉结钢筋(47)steel tube:钢管(54)steel tubular structure:钢管结构(50)steel wire:钢丝(28)stepped column:阶形柱(7)stiffener:加劲肋(52)stiffness of structural member:构件刚度(19)stiffness of transverse wall:横墙刚度(45)stirrup:箍筋(36)stone:石材(44)stone masonry:石砌体(44)stone masonry structure:石砌体结构(41)storev height:层高(21)straight—line joint failure:通缝破坏(45)straightness of structural member:构件乎直度(71)strand:钢绞线(2,)strength classes of masonry units:块体强度等级(44)strength classes of mortar:砂浆强度等级(44)strength classes of structural steel:钢材强度等级(55)strength classes of structural timber:木材强度等级(66)strength classes(grades) of concrete:混凝土强度等级(29)strength classes(grades) of prestressed tendon:预应力筋强度等级(30) strength classes(grades) of steel bar :普通钢筋强度等级(30)strength of structural timber parallel to grain:木材顺纹强度(66) strongaxis:强轴(56)structural system composed of bar:”杆系结构(11)structural system composed of plate:板系结构(12)structural wall:结构墙(7)superposed reinforced concrete flexural member:叠合式混凝土受弯构件(26) suspended crossed cable net:双向正交索网结构(6)suspended structure:悬挂结构(3)Ttensile(compressive) rigidity of section:截面拉伸(压缩)刚度(19)tensile(compressive) stiffness of member:构件抗拉(抗压)刚度(20) tensile(ultimate) strength of steel:钢材(钢筋)抗拉(极限)强度(18)test for properties of concrete structural members:构件性能检验(40):thickness of concrete cover:混凝土保护层厚度(33)thickness of mortarat bed joint:水平灰缝厚度(49)thin shell:薄壳(6)three hinged arch:三铰拱(n)tie bar:拉结钢筋(36)tie beam,…:系梁(22)tie tod:系杆(5)tied framework:绑扎骨架(35)timber:木材(17)timber roof truss:木屋架(64)tor-shear type high-strength bolt:扭剪型高强度螺栓(54)torsional rigidity of section:截面扭转刚度(19)torsional stiffness of member:构件抗扭刚度(20)total breadth of structure:结构总宽度(21)total height of structure:结构总高度(21)total length of structure:结构总长度(21)transmission length of prestress:预应力传递长度(36)transverse horizontal bracing:横向水平支撑(4)transverse stiffener·:横向加劲肋(53)transverse weld:横向焊缝(60)transversely distributed steelbar:横向分布钢筋(36)trapezoid roof truss:梯形屋架(4)triangular pyramid space grids:三角锥体网架(5)triangular roof truss:三角形屋架(4)trussed arch:椽架(64)trussed rafter:桁架拱(5)tube in tube structure:筒中筒结构(3)tube structure:简体结构(2)twist:扭弯(71)two hinged arch:双铰拱(11)two sides(edges) supported plate:两边支承板(12)two—way reinforced (or prestressed) concrete slab:混凝土双向板(27)Uul t im at e co m pressi ve st rai n of concret e‟”:混凝土极限压应变(31)unbonded prestressed concrete structure:无粘结预应力混凝土结构(25)undercut:咬边(62)uniform cross—section beam:等截面粱(6)unseasoned timber:湿材(65)upper flexible and lower rigid complex multistorey building·:上柔下刚多层房屋(45) upper rigid lower flexible complex multistorey building·:上刚下柔多层房屋(45) Vvalue of decompression prestress :预应力筋消压预应力值(33)value of effective prestress:预应筋有效预应力值(33)verifi cat ion of servi ceabi l i t y lim i t st at es· ”:正常使用极限状态验证(10)verification of ultimate limit states :承载能极限状态验证(10)vertical bracing:竖向支撑(5)vierendal roof truss:空腹屋架(4)visual examination of structural member:构件外观检查(39)visual examination of structural steel member:钢构件外观检查(63) visual examination of weld:焊缝外观检查(62)Wwall beam:墙梁(42)wall frame:壁式框架(门)wall—slab structure:墙板结构(2)warping:翘曲(40),(71)warping rigidity of section:截面翘曲刚度(19)water retentivity of mortar:砂浆保水性(48)water tower:水塔(3)water/cement ratio·:水灰比(3g)weak axis·:弱轴(56)weak region of earthquake—resistant building:抗震建筑薄弱部位(9) web plate:腹板(52)weld:焊缝(6[))weld crack:焊接裂纹(62)weld defects:焊接缺陷(61)weld roof:焊根(61)weld toe:焊趾(61)weldability of steel bar:钢筋可焊性(39)welded framework:焊接骨架()welded steel beam:焊接钢梁(welded steel girder:焊接钢梁(52)welded steel pipe:焊接钢管(54)welded steel strueture:焊接钢结构(50)welding connection·:焊缝连接(59)welding flux:焊剂(54)welding rod:焊条(54)welding wire:焊丝(54)wind fluttering factor:风振系数(16)wind reference pressure:基本风压(16)wind—resistant column:抗风柱(?)wood roof decking:屋面木基层(64)Yyield strength (yield point) of steel:钢材(钢筋)屈服强度(屈服点)。

学校相关设施的英文表达

学校相关设施的英文表达

学校相关设施的英文表达office/administration building 办公楼research activities building 科研楼teaching/classroom building 教学大楼lecture hall 阶梯教室auditorium 大礼堂dining-room/canteen 食堂students' dormitory 学生宿舍sports field/ground 体育场gym 体育馆sports center 体育中心stadium 露天大型运动场bulletin/notice board 布告栏library 图书馆stack room 书库bookshelf 书架reading-room 阅览室periodical reading-room 期刊阅览室language laboratory 语言实验室sound lab 语音室audio-visual room 视听室multi-media classroom 多媒体教室overhead projector 投影仪lantern slide 幻灯片remote control 遥控器microphone 话筒teacher's pointer/teaching stick 教鞭学校制度与教学英语学习educational 【school】system 学制period of schooling 学习年限term(BrE.)/semester(AmE.) 学期school year 学年record of formal schooling 学历one's status as a student 学籍sublevel 预备级credit 学分the credit system 学分制style of study 学风tuition 学费scholarship 奖学金stipend 助学金further one's studies 深造study abroad 出国留学cut a class 旷课drop out 辍学quit school 退学be expelled from school 被学校开除schedule 课程表syllabus (teaching programme) 教学大纲period 学时teaching plan 教学计划teaching notes(lesson plan) 教案teaching method 教学法classroom teaching 课堂教学TV education 电视教学open class 公开课tutorials 【coaching】辅导课individual coaching 个别辅导instructions after class 课外辅导supplementary lecture 补习课make-up study [make up a missed lesson] 补课visit a class 听课attend each other's lectures 互相听课outside reading 课外阅读revision class复习课general revision 总复习focal points 教学重点difficult points 难点reference material 参考资料resources for teaching 教学参考资料amount of work of the teacher 教师工作量paper 论文thesis 硕士学位论文dissertation 博士论文graduation fied work 毕业实习graduation project 毕业设计commencement [graduation ceremony] 毕业典礼certificate of merit 奖状graduation appraisal 毕业鉴定diploma[graduation certificate] 毕业证书。

建筑单词中英文

建筑单词中英文
pittosporum tobira'ball-shape'
海桐花球
plan
平面
plan levels
平面标高
pool deck
泳池踏板
preparation
备餐间
president
公司总裁
private dining
小餐厅
private parking
贵宾停车位
property limit
用地红线
带盖板的排水沟
trench sub-surface drain
种植区地下排水管
underground parking
地下停车位
utility area
公用设施区
wall light
墙灯
warehouse
仓库
water feature drain
特色水景排水口
water feature light
水下射灯
物料平面图
mechanical
设备用房
medium office
中型办公空间
meeting room
会议室
mep duct
机电井
michelia alba
白蘭
mixed sized granite refer detail
混合尺寸花岗岩参见细部
mount
裱画室
multifunction meeting room
property management
现浇钢筋混凝土柱
cast-in situ r.c.wall
现浇钢筋混凝土墙体
ceo
总裁办公
ceo office
首席执行官
chairman

高层建筑中英文对照外文翻译文献

高层建筑中英文对照外文翻译文献

高层建筑中英文对照外文翻译文献中英文对照外文翻译文献英文原文Components of A Building and Tall Buildings1. AbstractMaterials and structural forms are combined to make up the various parts of a building, including the load-carrying frame, skin, floors, and partitions. The building also has mechanical and electrical systems, such as elevators, heating and cooling systems, and lighting systems. The superstructure is that part of a building above ground, and the substructure and foundation is that part of a building below ground.The skyscraper owes its existence to two developments of the 19th century: steel skeleton construction and the passenger elevator. Steel as a construction material dates from the introduction of the Bessemer converter in 1885.Gustave Eiffel (1832-1932) introduced steel construction in France. His designs for the Galerie des Machines and the Tower for the Paris Exposition of 1889 expressed the lightness of the steel framework. The Eiffel Tower, 984 feet (300 meters) high, was the tallest structure built by man and was not surpassed until 40 years later by a series of American skyscrapers.Elisha Otis installed the first elevator in a department store in New York in 1857.In 1889, Eiffel installed the first elevators on a grand scale in the Eiffel Tower, whose hydraulic elevators could transport 2,350 passengers to the summit every hour.2. Load-Carrying FrameUntil the late 19th century, the exterior walls of a building were used as bearing walls to support the floors. Thisconstruction is essentially a post and lintel type, and it is still used in frame construction for houses. Bearing-wall construction limited the height of building because of the enormous wall thickness required;for instance, the 16-story Monadnock Buildi ng built in the 1880’s in Chicago had walls 5 feet (1.5 meters) thick at the lower floors. In 1883, William Le Baron Jenney (1832-1907) supported floors on cast-iron columns to form a cage-like construction. Skeleton construction, consisting of steel beams and columns, was first used in 1889. As a consequence of skeleton construction, the enclosing walls become a “curtain wall” rather than serving a supporting function. Masonry was the curtain wall material until the 1930’s, when light metal and glass curta in walls were used. After the introduction of buildings continued to increase rapidly.All tall buildings were built with a skeleton of steel until World War Ⅱ. After thewar, the shortage of steel and the improved quality of concrete led to tall building being built of reinforced concrete. Marina Tower (1962) in Chicago is the tallest concrete building in the United States;its height—588 feet (179 meters)—is exceeded by the 650-foot (198-meter) Post Office Tower in London and by other towers.A change in attitude about skyscraper construction has brought a return to the use of the bearing wall. In New York City, the Columbia Broadcasting System Building, designed by Eero Saarinen in 1962,has a perimeter wall consisting of 5-foot (1.5meter) wide concrete columns spaced 10 feet (3 meters) from column center to center. This perimeter wall, in effect, constitutes a bearing wall. One reason for this trend is that stiffness against the action of wind can be economically obtained by using thewalls of the building as a tube;the World Trade Center building is another example of this tube approach. In contrast, rigid frames or vertical trusses are usually provided to give lateral stability.3. SkinThe skin of a building consists of both transparent elements (windows) and opaque elements (walls). Windows are traditionally glass, although plastics are being used, especially in schools where breakage creates a maintenance problem. The wall elements, which are used to cover the structure and are supported by it, are built of a variety of materials: brick, precast concrete, stone, opaque glass, plastics, steel, and aluminum. Wood is used mainly in house construction;it is not generally used for commercial, industrial, or public building because of the fire hazard.4. FloorsThe construction of the floors in a building depends on the basic structural frame that is used. In steel skeleton construction, floors are either slabs of concrete resting on steel beams or a deck consisting of corrugated steel with a concrete topping. In concrete construction, the floors are either slabs of concrete on concrete beams or a series of closely spaced concrete beams (ribs) in two directions topped with a thin concrete slab, giving the appearance of a waffle on its underside. The kind of floor that is used depends on the span between supporting columns or walls and the function of the space. In an apartment building, for instance, where walls and columns are spaced at 12 to 18 feet (3.7 to 5.5 meters), the most popular construction is a solid concrete slab with no beams. The underside of the slab serves as the ceiling for the space below it. Corrugated steel decks areoften used in office buildings because the corrugations, when enclosed by another sheet of metal, form ducts for telephone and electrical lines.5. Mechanical and Electrical SystemsA modern building not only contains the space for which it is intended (office, classroom, apartment) but also contains ancillary space for mechanical and electrical systems that help to provide a comfortable environment. These ancillary spaces in a skyscraper office building may constitute 25% of the total building area. The importance of heating, ventilating, electrical, and plumbing systems in an office building is shown by the fact that 40% of the construction budget is allocated to them. Because of the increased use of sealed building with windows that cannot be opened, elaborate mechanical systems are provided for ventilation and air conditioning. Ducts and pipes carry fresh air from central fan rooms and air conditioning machinery. The ceiling, which is suspended below the upper floor construction, conceals the ductwork and contains the lighting units. Electrical wiring for power and for telephone communication may also be located in this ceiling space or may be buried in the floor construction in pipes or conduits.There have been attempts to incorporate the mechanical and electrical systems into the architecture of building by frankly expressing them;for example, the American Republic Insurance Company Building(1965) in Des Moines, Iowa, exposes both the ducts and the floor structure in an organized and elegant pattern and dispenses with the suspended ceiling. This type of approach makes it possible to reduce the cost of the building and permits innovations, such as in the span of the structure.6. Soils and FoundationsAll building are supported on the ground, and therefore the nature of the soil becomes an extremely important consideration in the design of any building. The design of a foundation dependson many soil factors, such as type of soil, soil stratification, thickness of soil lavers and their compaction, and groundwater conditions. Soils rarely have a single composition;they generally are mixtures in layers of varying thickness. For evaluation, soils are graded according to particle size, which increases from silt to clay to sand to gravel to rock. In general, the larger particle soils will support heavier loads than the smaller ones. The hardest rock can support loads up to 100 tons per square foot(976.5 metric tons/sq meter), but the softest silt can support a load of only 0.25 ton per square foot(2.44 metric tons/sq meter). All soils beneath the surface are in a state of compaction;that is, they are under a pressure that is equal to the weight of the soil column above it. Many soils (except for most sands and gavels) exhibit elastic properties—they deform when compressed under load and rebound when the load is removed. The elasticity of soils is often time-dependent, that is, deformations of the soil occur over a length of time which may vary from minutes to years after a load is imposed. Over a period of time, a building may settle if it imposes a load on the soil greater than the natural compaction weight of the soil. Conversely, a building may heave if it imposes loads on the soil smaller than the natural compaction weight. The soil may also flow under the weight of a building;that is, it tends to be squeezed out.Due to both the compaction and flow effects, buildings tend settle. Uneven settlements, exemplified by the leaning towers in Pisa and Bologna, can have damaging effects—the building maylean, walls and partitions may crack, windows and doors may become inoperative, and, in the extreme, a building may collapse. Uniform settlements are not so serious, although extreme conditions, such as those in Mexico City, can have serious consequences. Over the past 100 years, a change in the groundwater level there has caused some buildings to settle more than 10 feet (3 meters). Because such movements can occur during and after construction, careful analysis of the behavior of soils under a building is vital.The great variability of soils has led to a variety of solutions to the foundation problem. Wherefirm soil exists close to the surface, the simplest solution is to rest columns on a small slab of concrete(spread footing). Where the soil is softer, it is necessary to spread the column load over a greater area;in this case, a continuous slab of concrete(raft or mat) under the whole building is used. In cases where the soil near the surface is unable to support the weight of the building, piles of wood, steel, or concrete are driven down to firm soil.The construction of a building proceeds naturally from the foundation up to the superstructure. The design process, however, proceeds from the roof down to the foundation (in the direction of gravity). In the past, the foundation was not subject to systematic investigation. A scientific approach to the design of foundations has been developed in the 20th century. Karl Terzaghi of the United States pioneered studies that made it possible to make accurate predictions of the behavior of foundations, using the science of soil mechanics coupled with exploration and testing procedures. Foundation failures of the past, such as the classical example of the leaning tower in Pisa,have become almost nonexistent. Foundations still are a hidden but costly part of many buildings.The early development of high-rise buildings began with structural steel framing. Reinforced concrete and stressed-skin tube systems have since been economically and competitively used in a number of structures for both residential and commercial purposes. The high-rise buildings ranging from 50 to 110 stories that are being built all over the United States are the result of innovations and development of new structural systems.Greater height entails increased column and beam sizes to make buildings more rigid so that under wind load they will not sway beyond an acceptable limit. Excessive lateral sway may causeserious recurring damage to partitions, ceilings, and other architectural details. In addition, excessive sway may cause discomfort to the occupants of the building because of their perception of such motion. Structural systems of reinforced concrete, as well as steel, take full advantage of the inherent potential stiffness of the total building and therefore do not require additional stiffening to limit the sway.中文译文建筑及高层建筑的组成1 摘要材料和结构类型是构成建筑物各方面的组成部分,这些部分包括承重结构、围护结构、楼地面和隔墙。

建施图——教学楼翻译

建施图——教学楼翻译

D
4225 24400
E
3025
F
1825
G
3925
H
1
1775 1200
22000
1200
2
6550
3 4
12200 4025 12200 24250 26650 1675
Ea
13325
Ea
5 6
1675
7 8
1200 1775
TD ARCHITECTS
13325
6550
玻化砖
600*600mm矿质纤维吸音吊顶
600*600mm矿质纤维吸音吊顶 PVC材料T形和G形顶棚板条
玻化砖
陶瓷砖
花岗岩砖 花岗岩砖
陶瓷砖
乳胶漆 600*600mm矿质纤维吸音吊顶
600*600mm矿质纤维吸音吊顶
一层平面图
600x600mm矿质纤维吸音吊顶 600x600mm矿质纤维吸音吊顶
普通大厅 教室 非正式户外教室
1200
花盆
6550 325
225
225
225 7325
225
1200
225
225 7325
225
225
planter
教室
8000
3000
3000
CLASSROOM
3000
+600
教室
planter 设备
325
CLASSROOM
8000
+600
1100 1100
1800
1800
3
1675
225 1450 1450 1225 7325
4225
4225
4225

描述教学楼的英语作文

描述教学楼的英语作文

描述教学楼的英语作文英文回答:The towering edifice of the academic building stands as an architectural marvel, a testament to the pursuit of knowledge and intellectual growth. Its imposing façade, adorned with intricate details and neoclassical pillars, reflects the rich history and enduring legacy of the institution it houses.As one steps through the grand entrance, a sense of awe and inspiration permeates the air. The spacious lobby, with its soaring ceilings and marble floors, provides adignified welcome to students and faculty alike. The walls are adorned with inspiring murals depicting scenes of academic endeavors and scientific achievements, serving as a constant reminder of the limitless possibilities that lie within the pursuit of learning.The building's interior is a symphony of function andaesthetics. Wide corridors lined with towering bookshelves lead to numerous classrooms and lecture halls. Each classroom is meticulously designed to foster an optimal learning environment, with ample natural light, comfortable seating, and state-of-the-art audio-visual equipment. Lecture halls, with their tiered seating and advanced projection systems, offer a dynamic and engaging space for large-scale presentations and interactive discussions.In addition to these traditional learning spaces, the building boasts a wide array of modern amenities to support the diverse needs of its occupants. Dedicated study rooms provide quiet and secluded spaces for focused work, while computer labs offer access to the latest technologies and software. A spacious cafeteria serves as a social hub, where students can recharge and engage in informal discussions.The faculty offices, located in thoughtfully designed workspaces, provide ample room for research, collaboration, and student consultations. The building also houses astate-of-the-art library, a treasure trove of knowledgethat contains a vast collection of books, journals, and research materials. Its hushed aisles and ample seating invite students to delve into the depths of academic inquiry.Beyond its physical structure, the academic building embodies the spirit of innovation and intellectual rigor.It is a hub of research, scholarship, and creative endeavors, where students and faculty push the boundariesof human knowledge. The building's facilities and resources enable groundbreaking discoveries, foster critical thinking, and cultivate future leaders in various fields.中文回答:教学楼巍然耸立,是一座建筑奇迹,见证着对知识和智力成长的追求。

描述教学楼的英语作文

描述教学楼的英语作文

描述教学楼的英语作文英文回答:The school building is a large, three-story structure made of red brick and concrete. It has a total of 30 classrooms, as well as a library, a computer lab, a science lab, and a gymnasium. The classrooms are all equipped with smart boards and projectors, and the library has a large collection of books and electronic resources. The computer lab has 20 computers, and the science lab has all the equipment necessary for conducting science experiments. The gymnasium is used for physical education classes and sports activities.The school building is located in the center of the town, and it is easily accessible by public transportation. It is surrounded by a large playground, which is used for recess and outdoor activities. The school building is also home to a number of extracurricular activities, such as sports teams, clubs, and organizations.The school building is a safe and welcoming environment for students and staff. It is a place where students can learn and grow, and where they can feel supported and challenged.中文回答:教学楼是一座大型的三层建筑,由红砖和混凝土制成。

教学楼的英文表达形式怎么写

教学楼的英文表达形式怎么写

教学楼的英文表达形式怎么写教学楼的中文是大家都知道,但是不一定会写教学楼的英文表达形式。

为此店铺给大家整理了教学楼的英文表达形式,欢迎阅读参考! 教学楼的英文表达形式teaching building;building n. 建筑物,房屋;建筑业Buffer buildings缓冲建筑物building elevation建筑立面This is a substantial building.这是个坚固的建筑物。

The building or buildings occupied by such a school or institution.校舍这样一个学校或学院的建筑或建筑群This area has a lot of masonry building, brick building, adobe building.那个地区有很多石屋、砖瓦房和土坯房。

教学楼的英文表达例句1. 在没有一间楼房的基础上,现在新建教学楼两栋,综合实验楼一栋,学生公寓楼一栋,综合科技楼现正也在施工建设。

In the absence of a building on the basis of the two school buildings are new, comprehensive laboratory building a student apartment building in an integrated science and technology building construction are also building.2. 在短短20年的发展进程中,已由建校初占地不足5000平方米,建筑面积仅767平方米的小学校发展成现在占地面积12061平方米,拥有三座教学楼(建筑面积6384平方米)的中等规模的学校。

In just 20 years of the development process from thebeginning of the school covers an area of less than 5000 square meters, construction area of only 767 square meters of primary and secondary schools now developed into an area 12, 061 square meters and has three school buildings (construction area of 6384 square meters) of medium-sized schools.3. 本设计是关于长春工程学院教学楼工程投标文件的编制。

教学楼翻译

教学楼翻译

教学楼翻译
教学楼翻译为英文是"teaching building"。

教学楼是大学或学校中用于教学的主要建筑物之一。

它通常是一个多层建筑,内部设有多个教室、实验室、讲座厅和办公室。

教学楼设计合理,布局合理,为学生和教师提供了一个良好的学习和教学环境。

教学楼在学校的教学活动中发挥着重要的作用。

它是学生们上课、听讲座和实验的场所,也是教师们进行教学和批改作业的场所。

教学楼通常配备了现代化的教学设备,如投影仪、电脑和音响设备,以便于教师能够使用多媒体教学方法,提高教学效果。

教学楼的每个教室都配备有舒适的座椅、黑板或白板、书桌和教室灯光。

教室内的座位通常按照一定的规模进行布置,以方便学生们能够舒适地听课和交流。

此外,教学楼还设有通风和空调系统,以确保教室内的空气流通和舒适度。

教学楼的楼层通常设有楼梯、电梯和卫生间,以方便学生和教师在不同楼层之间的移动。

楼梯和电梯是教学楼的重要组成部分,能够确保人们在上下楼时的安全和便利。

教学楼的外部通常使用高品质的建筑材料和设计,以增加其美观性和实用性。

它可能有一个美丽的外立面,有大型的玻璃窗以增加采光,并且有充足的绿地和树木装饰周围的环境。

教学楼的建筑和设计应符合相关的安全标准和规定,以确保学生和教师的安全。

火灾报警系统、紧急出口标志、防火设施和
疏散路线是教学楼的重要安全设施,能够在紧急情况下保障人们的生命安全。

总之,教学楼是学校中至关重要的建筑物,它为学生和教师提供了一个良好的学习和教学环境。

它的设计合理、功能齐全,并且注重人们的舒适和安全。

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论建筑由于多种原因,要论述大体上以建筑设计标准为根据的基本原则在近年来日益困难。

其原由主要是目前人们对新技术条件下建筑风格的发展有不同的观点;设计人员面对有一大串可以用来解决结构问题的方法,还有大量可供选择的建筑材料。

结果常常是建筑群杂乱无章,设计详图粗糙。

在过去,选择性非常有限,人们通过长期努力提高建筑学学识水平和精确性来避免设计粗糙。

在18世纪,这个国家乔治王朝时期的居住工程清楚地表明了这些特性。

在还保存有这些工程的地方,两百年后的今天这些工程仍然有很强的适应性和实用性。

无疑,乔治王朝式的鳞次节比的房屋在很大程度上符合阿历克斯。

戈登所说的建筑设计应该达到的四个目标。

这些目标:1.改善气候; 3、增加财富2.带来乐趣 4、利于活动当然,他还可以加一条:任何设计必须与投资规模相称。

在发生石油危机的1974年,人们的反应是千方百计节省剧烈上涨的室内能源开支。

戈登倡导了一项设计方案。

在这设计方案中他提出了如下设计指导目标-------使寿命长,能源消耗低,适应范围宽。

其目的在与通过降低建筑无的燃料消耗和维修成本,使其更易于适应不断变化的用途来减少建筑物的周转资金。

今年来有迹象显示这些原则正在得到人们的考虑,并且现在有些建筑在很大程度上反映了这些约束条件。

运用有限选择建筑材料的指导原则对设计大有好处。

虽然在过去的3年中仿乔治王朝式住房令人惊异地有了小小的复兴,但是这种解决办法提不出任何真正的答案,而且在当今这种微不足道的规模也不具有任何真实的意义。

然而20世纪20年代威尔文花园城最后应用新乔治王朝式建筑风格却有很大的优点,在建筑比例,建筑形式,建筑色彩和细部的理解上显示出很高的学识水平。

曾有一种流行办法显示出这种简洁设计受到人们的高度尊重。

她源自讲究轴线和对称性古典装饰风格,放映了对诸如窗户,前门及山墙等标准细部的理解。

或显得单调甚至不尽妥当,但绝非粗俗不堪。

设计人员在这个选定的风格范围内,根据方便设计的矩阵布局画出简略的设计图,也认识到一些(简单的)制约因素,如场地,用途,标准细部以及当时的规范,条例等。

剖面图和里面图自然而然地出自总图,由那些在细部基础设计方面技艺娴熟的能工巧匠准确地完成。

设计,量度,设计说明书,合同以及建造过程几乎都能得到理解和实施。

这一切当然不能持久,虽然一些近代大师柯布西埃,赖特,以及还有一两位不那么知名的人的作品还留有对这些早期设计方法的信心的痕迹。

由于其他许多权威人士已对过去50年来的设计和建筑进行了诸多论述,因此对最近20年的建筑设计史的进一步探讨必须就此停笔总之,为受到良好教育的客户服务的学者型的建筑师的影子已经随着双方自信心的饿丧失一起消失了。

现在他们得依靠许多其他专家的特殊技能。

深受世界范围的,特别是德国及其邻国的经济崩溃的影响,一个新的建筑世界在本世纪20至30年代发展起来。

其中一个明证就是“国际风格”。

我们必须在新的要求范围内搞建筑,旧式设计看来已不再合适宜。

官方客户,公众需要,日益增加的都市人口,以及成本核算都对设计产生影响。

在更加严格的规则范围内,轻型构架和建筑饰面材料的技术发展显得日益有用。

现在我们的建筑有的新颖时髦,有的还属探索性的,有呈几何图形的,有精雕细刻的,也有毫无特色的,以及组件装配。

形形色色的结构绝技与有待完善的用料革新同时并存。

一端是公共建筑大专院校,声名显赫的商业大厦(设计上全都各显千秋),另一端是组件装配的建筑,为社会提供诸如学校,住宅,办公楼,厂房及工业建筑等等需要。

我们仍燃面临有着设计和施工基本方法的这种对分局面。

这一局面突出了我们这个时代社会的和技术的目标之间的差异。

在建筑领域我们已达到其中一个分水岭——处在两难矛盾之中:简便住所高性能住所坚固型实心墙体轻便型框架结构保护隐秘利于社交低密度高密度车辆用道人行通道在这种厉害犬牙交错的两难中,我们现在必须正确处理好设计和使用性能两个重点之间的关系。

一个可以接受的解决办法似乎是对以前的最佳方案进行辨别和分析,然后再决定是否支持大刀阔斧的改变。

很有必要弄清楚深刻的变化对以前的方案的适应性有多大影响,是哪些新的制约因素使其不能再次使用。

持续变化的戏剧性效果并不适应于长寿命的建筑着一人工产品。

这就意味着要认识到人类对住处的第一要求是便于人类活动,关键是要能躲避风雨。

依沙克。

维尔斯的格言看来很适应今天的要求:“建筑艺术再重要也不如其实用性重要,对其雄伟的赞美在多也不能超过对其提供的舒适性的赞美。

”为了更加接近这条哲理,我们就需要发展新的设计方法,以便更有信心地对许多互相冲突的问题找出现在和将来的答案。

在寻找连续性的途中没有现成的方案,而目标必须是连续的——一个满意的设计会带来卓有成效的,报偿丰厚的合同。

On DesignFor many kinds of reasons, it has become increasing difficult in recent years to make a statement about the ground rule on which ,in general ,building design criteria should be based .Its reason mainly is the present people the construction style development has the different viewpoint to the new engineering factor under; Designs the personnel facing to have a big string to be possible to use for to solve the structure question method, but also has massively may supply the choice the building material. The result is frequently the architectural complex is chaotic, the detail layout is rough. In the past, choice was extremely limited, the people through diligently raised the architecture knowledge level and the accuracy for a long time avoid designing roughly. In the 18th century, this national George dynasty time housing project clear surface understands these characteristics. In also preserved has these project place, 200 year after today these projects still had the very strongcompatibility and the usability. In large measure , the George dynasty -like scale partial node ratio house to a great extent conforms to Arab League experience Alex Gordon said the architectural design should achieve four goals.They are :1. To modify climate ;2. To support patterns of activity;3. To add to our resources4. To provide delightCertainly, he also may add one: Any design must relate to an overall financial commitment .During occurred petroleum crisis in 1974, people's response was saves the fierce rise by any means possible in the room the energy expenditure. Gordon has initiated a design proposal. He set the following design instruction goal in this design proposal------- long life ,low energy ,loose fit.—with the intention the following telling directive , Its goal in and through reduces the fuel consumption and the service cost which the construction does not have, causes its change the use which changes unceasingly in the adaptation to reduce building the revolving fund. Has the sign to demonstrate this year these principles are obtaining people's consideration, and present some constructions have reflected these constraint condition to a great extent. Utilizes the limited choice building material the guiding principle to design is of great advantage. Although imitated the George dynasty type housing in the past 3 years to have the small revival amazing, but this solution could not propose any true answer, moreover does not have any real significance now in this not worthy of mentioning scale. However the 20th century 20's Will article garden city finally applies the new George dynasty type construction style to have the very big merit actually, in the construction proportion, the construction form, the construction color and in the detail understanding demonstrates the very high knowledge level.There was an available stock-in-trade in the general simple plan dignity of solutions which came from the Beaux Art traditions of axis and symmetry, and in the understanding of the standard details of windows , front doors pediments, which might have been dull and even inappropriate but were never vulgar or exhibitionists . The designer , within this chosen idiom , sketched out his plan solutions on the basis of a convenient matrix of accommodation , recognizing the(simple) constraints of place , usage and the standard byelaws , codes and regulations of the time . Sections and elevations nearly automatically built up from the resultant plan, and could be very accurately worked out by draftsmen wonderfully skillful in element design in detail . The whole design , measurement , specification , contract and production , though the work of recent masters, Le Corbusier , Wright , Mies van der Rohe , and one or two others not quite so prominent , retains the vestiges of the confidence resulting from these earlier techniques.The temptation to refer further to the more recent 20th century history of building design must be resisted because others have written with great authorityabout the many sided planning and architectural activities of the last 50 years . In general , the traditional vision of the scholarly architect serving the cultured client has faded , along with the confident autonomy of both . They now rely upon the additional skills of many specialists. A new world of building developed in the 1920-30s , much influenced by the world wide collapse of the economy , particularly in Germany and its neighbours . One of its manifestations was the International Style .We had to build within a new framework of requirements , for which old style designs seemed inappropriate . Official clients , the public need , increasing urban populations and cost accounting were all influences . And within more rigid regulations , technical developments of light frameworks and structural facing concrete were becoming available.Now our buildings are fashionable , speculative , and either of geometric and sculptured intricacy , or anonymous and componented . There is a multitude of structural gymnastics and immature material innovations . At one end of the spectrum the public buildings , and university and prestige commercial buildings(all very self-consciously designed) and at the other , the component assembled building , providing the social needs of schools , housing , offices , work and industrial buildings.This dichotomy of basic approach to design and construction remains with us , and highlights some of the disparities of the social and technical goals of the times . We have in the world of building reached one of the great divides—straddled between contradictions:Simple tent enclosures High indoor performanceSolid wall Light frame workPrivacy CommunityLow density High densityVehicles Human good channelIn this kind of fierce jig-saw patterned being in a dilemma, we must process good design and the operational performance two key between relations correctly now.May accept the solution as if is carries on the discernment and the analysis to beforehand preferred plan, then decided again whether supports the resolute change. Has the necessity to clarify very much the deep transformation to have the tremendous influence to beforehand plan compatibility, is which new restriction factor does enable it to use once more. Changes continually the theatrical effect does not adapt for the long life is constructing an artificial product.This meant must realize is advantageous for the humanity to the humanity to the dwelling first request to move, the essential feature being the quality of roofing ,Isaac Ware’s maxim fits very seemingly the requirements of today :. “ the art of building cannot be more grand than it is useful nor its dignity of greater praise than its convenience ”:“If construction art important the usability is againunimportant, in many cannot surpass comfortable praising to its grand praising which provides to it.”To move more closely to this logic , we need to develop the new design method, in order to have the confidence to the question which many will conflict mutually to discover present and the future answer. Is seeking continuously does not have the ready-made plan on the way, but the goal must be a continual - - a satisfactory design producing an efficient and rewarding contract.。

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