Từ Điển Tiếng Anh Xây Dựng Chuyên Ngành

7/25/2019 T in Ting Anh Xy Dng Chuyn Ngnh

1/13

TVNG TING ANH XY DNGGIAO THNGhttps://www.facebook.com/tuvungtienganhxd/

TIN TINGANH XY DNGGIAO THNG

T in ting anh xy dng chuyn nghnh

Cu ng-XD dn dng

Abrahams cones : Khun hnh chp ct o st b tngAccelerator, Earlystrength admixture : Ph gia tng nhanh ha cng b tngAnchorage length: Chiu di on neo gi ca ct thpArrangement of longitudinales renforcement cut-out: B tr cc im ct t ct thp dc ca dmArrangement of reinforcement: B tr ct thpAfter anchoring: Sau khi neo xong ct thp d ng lc Alloy(ed) steel: Thp hp kim Anchor sliding: trt trong mu neo ca u ct thp Area of reinforcement: Din tch ct thpAtmospheric corrosion resistant steel: Thp chng r do kh quynAcid-resisting concrete : b tng chu axitaerated concrete : b tng xp/ t ongagglomerate-foamconc. : b tng bt thiu kt/bt kt t

air-entrainedconcrete : b tng c ph gia to btair-placed concrete : b tng phunarchitectural concrete : b tng trang tr armoured concrete : b tng ct thpasphaltic concrete : b tng atphan alloy steel:thp hp kimangle bar:thp gcadditional load : ti trng ph thm, ti trng tng thmallowable load : ti trng cho phpalternate load : ti trng i du antisymmetrical load : ti trng phn i xng apex load : ti trng nt (gin)assumed load : ti trng gi nh, ti trng tnh ton average load : ti trng trung bnh axial load : ti trng hng trc axle load : ti trng ln trcangle brace/angle tie in the scaffold : thanh ging gc gin gio articulated girder : dm ghp actual load : ti trng thc, ti trng c ch

Bag : Bao ti ( dng h b tng)Beam of constant depth : Dm c chiu cao khng iBedding : Mng cngBonded tendon : Ct thp d ng lc c dnh bm vi b tng Bursting concrete stress : ng sut v tungca b tngBar (reinforcing bar): Thanh ct thpBeam reinforced in tension and compression: Dm c c ct thp chu ko v chu nnBeam reinforced in tension only: Dm ch c ct thp chu koBefore anchoring: Trc khi neo ct thp d ng lcBent-up bar: Ct thp un nghing lnBonded tendon: Ct thp d ng lc c dnh bm vi b tng

Bored pile: Cc khoan nhiBottom lateral: Thanh ging cho mc h ca dnBottom reinforcement: Ct thp bn di (ca mt ct)Braced member: Thanh ging ngangBracing: Ging giballast concrete : b tng dm

bituminous concrete : b tng atphan breeze concrete : b tng bi than cc

broken concrete : b tng dm, b tng v


2/13



buried concrete : b tng b ph t

bush-hammered concrete : b tng c n bng ba built up section: thp hnh t hp

balanced load : ti trng i xng balancing load : ti trng cn bng basic load : ti trng c bn

bearable load : ti trng cho php bed load : trm tch y bending load : ti trng un

best load : cng sut khi hiu sut ln nht (tuabin) bracket load : ti trng ln dm cha, ti trngln cng xn brake load : ti trng hmbreaking load : ti trng ph hy

buckling load : ti trng un dc ti hn, ti trng mt n nh dc balance beam : n cn; nthng bngbond beam : dm ni box beam : dm hnh hpbracing beam : dm tng cng brake beam : n hm, cn hmbreast beam : tm t ngc; (ng st) thanh chng va, bridge beam : dm cu

Broad flange beam : dm c cnh bn rng (Dm I, T) buffer beam : thanh chng va, thanh gim chn (tuha)bumper beam : thanh chng va, thanh gim chn (tu ha), dm m bunched beam : chm nhmbasement of tamped (rammed) concrete : mng (tng ngm) lm bng cch b tng brick wall :Tng gchbricklayer /brickmason : Th nbricklayer's labourer/builder's labourer : Ph n, th ph n buiding site : Cng trng xy dng bow girder : dm congbowstring girder : gin bin cong box girder : dm hp braced girder : gin c ging tng cng brick girder : dm gch ct thpbuild -up girder : dm ghpBag of cement : Bao xi mng brick : Gchbricklayer's hammer (brick hammer) : ba th n bricklayer'stools : Cc dng c ca th n Builder'shoist : My nng dng trong xy dngbuilding site latrine : Nh v sinh ti cng trng xy dng

Cable disposition : B tr ct thp d ng lcCast in many stage phrases : b tng theo nhiu giai on Cast in place : c b tng ti ch Cast in situ place concrete : B tng c ti chCast in situ structure (slab, beam, column): Kt cu c b tng ti ch (dm, bn,ct) Cast,(casting): b tng (s b tng)Casting schedule : Thi gian biu ca vic b tngCast-in-place concrete caisson : Ging chm btng c ti chCast-in-place concrete pile : Cc c b tng ti chCast-in-place, posttensioned bridge : Cu d ng lc ko sau c b tng ti chCast-in-situ flat placeslab : Bn mt cu c b tng ti ch

Checking concrete quality : Kim tra cht lng b tngComposite steel and concrete structure: Kt cu lin hp thp b tng ct thp Compremedconcrete zone: Vng b tng chu nn

Concrete age at prestressing time : Tui ca b tng lc to d ng lc Concrete composition : Thnhphn b tngConcrete cover : B tng bo h (bn ngoi ct thp) Concrete hinge : Cht b tng Concrete proportioning : Cng thc pha trn b tng


3/13



Concrete stress at tendon level : ng sut b tng tht cp d ng lc Concrete surfacetreatement : X l b mt b tngConcrete test hammer : Sng bt ny th cng b tng Concrete thermal treatement : X lnhit cho b tngConcrete unit weight, density of concrete: Trng lng ring b tng Concrete: B tngConcrete-filled pipe pile : Cc ng thp nhi b tng lp lng Condition of curing : iu kin dng hb tng

Cover plate: Bn thp ph ( phn bn cnh dm thp )Cover-meter, Rebar locator: My o lp btng bo h ct thp 1 Cracked concrete section : Mt ct b tng b ntCrushing machine : My nn mu th b tngCure to cure, curing : Dng h b tng mi xong Curing temperature : Nhit dng h b tngCuring : Bo dng b tng trong lc ha cng Cylinder, Test cylinder : Mu th b tng hnh trCarbon steel: Thp cc bon (thp than)Cast steel: Thp cCast-in-place bored pile: Cc khoan nhi c ti ch Caupling: Ni ct thp d ng lcCenter spiral: Li hnh xon c trong b si thp Chillid steel: Thp ti Closure joint: Mi ni hp long (on hp long) Coating: Vt liu ph bo v ct thp DLkhi r hoc gim ma st khi cng cap Composite steeland concrete structure: Kt cu lin hp thp b tng ct thp Compression reinforcement: Ct thpchu nnConnect by hinge: Ni khpConnection strand by strand: Ni cc on cp d ng lc Ko sauConnection: Ghp niConnector: Neo (ca dm thp lin hp bn BTCT)Construction successive stage(s): (Cc) Giai on thi cng ni tip nhau Corner connector: Neo kiuthp gcCorroded reinforcement: Ct thp b rCoupler (coupling): Mi ni cp d ng lc Ko sau Coupler: u ni ni cc ct thp d ng lcCoupleur: B ni cc on cp d ng lc ko sauCover-meter, Rebar locator: My o lp b tng bo h ct thpCover-plate: Bn ni p, bn mCutting machine: My ct ct thp cast concrete : b tng c 8 cellular concrete : b tng t ongcement concrete : b tng xi mng chuting concrete : b tng lng cinder concrete : b tng x cobbleconcrete : b tng cui sicommercial concrete : b tng trn sn continuous concrete : b tng lin khi cyclopean concrete :b tng hc castelled section: thp hnh bng rng channel section:thp hnh ch U

cold rolled steel:thp cn ngui copper clad steel:thp m ng capacitive load : ti dung tnh (in) centrepoint load : ti trng tp trungcentric load : ti trng chnh tm, ti trng dc trc

centrifugal load : ti trng ly tm changing load : ti trng thay i circulating load : ti trng tun honcollapse load : ti trng ph hng, ti trngcombined load : ti trng phi hp composite load : titrng phc hp compressive load : ti trng nn concentrated load : ti trng tp trung connectedload : ti trng lin ktconstant load : ti trng khng i, ti trng tnh continuous load : ti trng lin tc; ti trng phnb u Cracking(ing) load : ti trng ph hy, ti trng gy nt crane load : sc nng ca cn trc,trng ti ca cn trc crippling load : ti trng ph hycritical load : ti trng ti hncrushing load : ti trng nghin,ti trng nn v cyclic load : ti trng tun hon camber beam : dm cong, dm vng cantilever beam : dm cng xn, dm cha capping beam : dm

m dccased beam : dm thp bc b tng Castellated beam : dm thngcathode beam : chm tia catt, chum tia in t chopped beam : tia t onclarke beam : dm ghp bng g collapsible beam : dm tho lp ccollar beam : dm ngang, x ngang; thanh ging (v ko) combination beam : dm t hp, dm ghp composit beam : dm hp th, dm vt liu hn hp compound beam : dm hn hpconjugate beam : dm trang tr, dm gi continuous beam : dm lin tc controlling beam : tia iukhin convergent beam : chm hi tcrane beam : dm cn trccross beam : dm ngang, x ngang


4/13



carcase (cacass, farbric) [ house construction, carcassing]]: khung sn (kt cunh) cellar window(basement window): cc bc cu thang bn ngoi tng hmchimney : ng khi (l si)concrete base course : ca s tng hm concrete floor : Sn b tngcover ( boards) for the staircase : Tm che lng cu thang cantilever arched girder : dm vm ;gin vm cng xn cellular girder : dm rng lng

compound girder : dm ghp continuous girder : dm lin tccrane girder : gi cn trc; gin cn trc cross girder : dm ngangcurb girder : va; dm cp b cement : Xi mngchimney bond : cch xy ng khiConcrete aggregate (sand and gravel) : ct liu b tng (ct v si) concrete mixer/gravity mixer :My trn b tngcontractor's name plate : Bin ghi tn Nh thuDeep foundation : Mng su

Deformed reinforcement : Ct thp c dnh bm cao (c g)

Depth of beam : Chiu cao dm Depth : Chiu cao Dry guniting : Phun b tng kh

Deck plate girder: Dm bn thp c ng xe chy trnDeformed bar, deformed reinforcement: Ct thp c g (ct thp gai) Deformed reinforcement: Ctthp c dnh bm cao (c g)Dile splicing: Ni di ccDistribution reinforcement: Ct thp phn b Duct: ng cha ct thp d ng lc During stressing operation: Trong qu trnh Ko cng ct thpde-aerated concrete : b tng (ctrong) chn khngdense concrete : b tng nngdry concrete : b tng trn kh, va b tng cng double angle:thp gc ghp thnh hnh T divergentbeam : chm phn kdouble strut trussed beam : dm tng cng hai tr chng draw beam : dm nng, cn nngdead load : tnh tidead weight load : tnh ti demand load : ti trng yu cudesign load : ti trng tnh ton, ti trng thit kdirect-acting load : ti trng tc ng trc tip

discontinuous load : ti trng khng lin tc disposable load : ti trng c ch distributed load : ti trng phn b drawbar load : lc ko mc dummy load : ti trng gi dynamic(al) load : ti trng ng lc hc

deck girder : gin cu

Early strength concrete : B tng ha cng nhanh Effective depth at the section : Chiu cao c hiuEfflorescence: m mu trn b mt b tng Elastomatric bearing : Gi cao suEquipment for the distribution of concrete: Thit b phn phi b tng External prestressed concrete :B tng ct thp d ng lc ngoi Epingle Pin: Ct thp gm ( truyn lc ct trt nh neo) Erection reinforcement: Ct thp thi cng Exposed reinforcement: Ct thp l ra ngoi early strenghtconcrete : b tng mau cng excess concrete : va b tng phn lp expanded slag concrete : b tng x n

exposed concrete : b tng mt ngoi(cng trnh) equalizing beam : ncn bngeccentric load : ti trng lch tmelastic limit load : ti trng gii hn n hi equivalent load : ti trng tng ngeven load : ti trng u, ti trng phn b u end girder : dm gi tng

English bond : Xp mch kiu AnhEnglish cross bond/Saint Andrew's cross bond : cch xy cho kiu AnhField connection use high strength bolt : Mi ni hin trng bng bu lng cng cao Footing: Bmng Forces on parapets : Lc ln lan can


5/13



Fouilk, bouchon : B tng bt y (ca mng Cp cc, ca ging, ca h) Foundation beam : dmmng Foundation material : Vt liu ca mng Foundation soil : t nn bn di mng Foundation : Mng

Field connection use high strength bolt: Mi ni hin trng bng bu lng cng cao Field

connection: Mi ni hin trngFix the ends of reinforcement: Gi c nh u ct thp Fixation on the form: Gi cho c nh vo vnkhun Flange reinforcement: Ct thp bn cnhFlexible sheath: ng mm (cha cp, thp DL) Form exterior face : B mt vn khunForm removal: D vn khunForm vibrator: m cnh (rung vn khun)Form: Vn khun Gluing of steel plate: Dn bn thp Fresh concrete : B tng ti (mi trn xong)fibrous concrete : b tng sifine concrete : b tng mnfloated concrete : (va) b tng nho/b tng chy lngfly-ash concrete : b tng bi trofoam concrete : b tng bt fresh concrete : b tng mi flat bar: thp dtfan beam : chum tia hnh qut fascia beam : dm c cnh fender beam : dm chnfish-bellied beam : dm phnh gia, dm bng c ( c sc bn u) fixed beam : dm ngm haiu,dm c nh

flanged beam : dm c bn cnh, dm c g; dm ch I floor beam : dm snfree beam : dm t do front beam : dm trcfailing load : ti trng ph hy fictitious load : ti trng ofixed load : ti trng c nh, ti trng khng i fluctuating load : ti trng dao ng full load : ti trng ton phn fascia girder : dm binFlat Pratt girder : dm flat phng foundation girder : dm mng frame girder : gin khung First floor ( second floor nu l ting Anh M ) : Lu mt (ting Nam), tng hai (ting Bc) feeder skip: Thng tip liufence : b ro, tng rofirst course : hng /lp gch u tin float : bn xoa

Grade of concrete : Cp ca b tng Grade of reinforcement : Cp ca ct thp Grade: Cp (ca b

tng, ca )Grouting: Phun va lp lng ng cha ct thp d ng lc Gusset plate: Bn nt, bn tit im gas concrete : b tng xpglass concrete : b tng thy tinhglass-reinforced conc. : b tng ct thy tinh glavel concrete : btng (ct liu) si glazed concrete : b tng tronggranolithic concrete : b tng granit green concrete : b tng mi

gunned concrete : b tng phun gypsum concrete : b tng thch cao galvanised steel: thp m kmgrating beam : dm ghi lgradually applied load : s cht ti tng dn gravity load : ti trng bn thn, t trng gross load : ti trngtng, ti trng ton phn gust load : (hng khng) ti trng khi gi gitground floor (hoc first floor nu l ting Anh M) : tng trt (ting Nam), tng mt (ting Bc) guardboard : tm chn, tm bo vgate : Ca

Hand rail : Lan ca n HDPE sheath : V bc polyetylen mt cao ca cp d Heavy weight concrete :B tng nngHigh strength concrete : B tng cng cao High strength steel : Thp cng cao


6/13



High tech work technique : Cng trnh k thut cao Highest flood level : Mc nc l cao nhtHigh-strength material : Vt liu cng cao Hight density : ng bng polyetylen mt cao Hydraulicconcrete : B tng thy cngHigh strength steel: Thp cng cao Hole: L thng, l khoanHook: Mc cu ( u ct thp)Hoop reinforcement: Ct thp t theo vng trn hard rock concrete : b tng (ct liu) cnghardenet concrete : b tng ng cng haydite concrete : b tng keramitheaped concrete : b tng cha mheat-resistant concrete : b tng chu nhit heavy concrete : btng nnghigh slump concrete : b tng chy hooped concrete : b tng ct thp vnghot-laid asphaltic conc.: b tng atphan c nnghot-mixed asphaltic conc: b tng atphan trn nnghigh tensile steel:thp cng caohigh yield steel: thp n hi cao hollow section:thp hnh rng hot rolled steel:thp cn nng hardsteel:thp cngH- beam : dm ch H half- beam : dm nahammer beam : dm hng, dm cha, dm cng xn hanging beam : dm treohead beam : dm m cchigh beam : n ri xa, chm sng ri xahinged beam : dm n gnh, dm quay quanh bn l gia hold beam : dm kh (dm tu ch

kh)heat load : ti trng do nhithalf-latticed girder : gin na mt co hinged girder : dm ghp bn lhinged cantilever girder : dm - ghp bn lhollow block wall : Tng xy bng gch l (gch rng) heading bond : cch xy hng ngang (gchxy ngang) heading course : hng, lp xy nganghose (hosepipe) : ng nc - Ch thch y l loi ng mm nhdng ng nha dng ra xe

Internal prestressed concrete : B tng ct thp dng lc trong Internal prestressed concrete :B tng ct thp d ng lc trong Internal vibrator : m trong (vi vo hn hp b tng) 2incompletely compacted c:b tng m cha

In-situ concrete : b tng ti ch insulating concrete : b tng cch nhit I- beam : dm ch Iion beam : chm ion

impact load : ti trng va p imposed load : ti trng t vo

impulsive load : ti trng va p, ti trng xung increment load : ti trng ph indivisible load : ti trng khng chia nh c inductive load : ti trng cm ng initial load : ti trng ban u instantaneous load : ti trng tc thi intermittent load : ti trng gin onirregularly distributed load: ti trng phn b khng u I- girder : dm ch I independent girder : dm ph, dm ri

job-placed concrete : b tng ti ch joggle beam : dm ghp mngjoint beam : thanh ging, thanh lin kt junior beam : dm bn nhjamb : dc ca, thanh ng khun ca

king post girder : dm tng cng mt tr

Lean concrete (low grade concrete): B tng ngho Leveling: Cao cLevelling instrument: My cao c (my thy bnh) Levelling point: im cn o cao Light weight concrete: B tng nhLocation of the concrete compressive resultant: im t hp lc nn b tng Loss due to concrete instantdeformation due to non-simultaneous prestressing of


7/13



several strands: Mt mt d ng sut do bin dng tc thi ca b tng khi Ko cng cc cp Lossdue to concrete shrinkage: Mt mt do co ngt b tngLost due to relaxation of prestressing steel: Mt mt do t bin b tngLow-grade concrete resistance:B tng mc thpInclined bar: Ct thp nghingJacking end: im u ct thp c ko cng bng kch Jacking force: Lc kch ( Ko cng ctthp) Laminated steel: Thp cnLap: Mi ni chng ln nhau ca ct thp Lateral bracing: H ging lin kt ca dn Ligature, Tie: Dythp buc Longitudinal reinforcement: Ct thp dcLost due to relaxation of prestressing steel: Mt mt do t chng ct thp d ng lc Low alloy steel:Thp hp kim thpLow relaxation steel: Thp c t chng rt thp

Lower reinforcement layer: Lp ct thp bn dilean concrete : b tng ngho, b tng cht lng thplight-weight concrete : b tng nhlime concrete : b tng vi liquid concrete : b tng lngloosely spread concrete : b tng cha m, b tng di

low slump concrete : va b tng c st hnh nn thp, va b tng kh laminated beam : dmthanhlanding beam : chm sng dn hng h cnh laser beam : chm tia lazelattice beam : dm li, dm mt co lifting beam : dm nng tilight beam : chm tia sng longitudinal beam : dm dc, x dc lateral load : ti trng ngang light load : ti trng nh limit load : ti trng gii hn linearly varying load : ti trng bin i tuyn tnh live load : ti trng ng; hot ti load due to own weight : ti trng do khi lng bn thn; load due to wind : ti trng do gi; load in bulk : cht thnh ng; load on axle : ti trng ln trc; load out : gim ti, d ti; load per unit length : ti trng trn mt n v chiu di load up : cht ti lump load : s cht ti kt tng; ti vn cc; ti trng tp trung lattice girder : gin mt co longitudinal girder : dm dc, x dcledger : thanh ngang, ging ngang ( gin gio) lintel (window head) : Lanh t ca s ladder : ci thang latrine : nh v sinh

laying - on - trowel : bn san va

Member with minimum reinforcement: Cukin c hm lng ct thp ti thiu Method of concretecuring: Phng php dng h b tngMix proportion: T l pha trn hn hp b tngModular ratio: T s ca cc m dun n hithp-b tng Movable casting: Thit b di ng btngMain reinforcement parallel to traffic: Ct thp ch song song hng xe chyMain reinforcement perpendicular to traffic: Ct thp ch vung gc hng xe chy Medium relaxationsteel: Ct thp c t chng bnh thng

Metal shell: V thpMild steel : Thp non (thp than thp)Modular ratio: T s ca cc m dun n hithp-b tng Movable form, Travling form: Vn khun dingmachine-placed concrete : b tng bng mymass concrete : b tng lin khi, b tng khng ct thp matured concrete : b tng cngmonolithic concrete : b tng lin khi main beam : dm chnh; chm (tia) chnh midship beam : dmgia tumovable rest beam : dm c gi ta di ng multispan beam : dm nhiu nhpmatched load : ti trng c thch ng


8/13



minor load : ti trng s b (trongmy th cng) miscellaneous load : ti trng hn hpmobile load : ti trng di ngmomentary load : ti trng trong thi gian ngn, ti trng tm thi most efficient load : cng sut khihiu sut ln nht (tuabin) movable load : ti trng di ngmoving load : ti trng ngmain girder : dm chnh, dm ci; x chnh, x ci middle girder : dm gia, x gia motar trough : Chu va mallet : Ci v (th n) masonry bonds : Cc cch xymixer operator : cng nhn ng my trn va b tng mixing drum : Trng trn b tng mortar : vamortar pan (mortar trough, mortar tub) : thng va

Normal weight concrete,Non-prestressed reinforcement: Ct thp thng (khng d ng lc) Normal relaxation steel: Thp c t chng thng thng

nailable concrete : b tng ng inh cnon-fines concrete : b tng ht thno-slump concrete : b tng cng (b tng c st=0) needle beam : dm kimnon-uniform beam : dm tit din khng u net load : ti trng c ch, trng lng c ch nomal load: ti trng bnh thngnon reactive load : ti trng khng gy phn lc, ti thun tr (in)non-central load : ti trng lchtm

Ratio of non- prestressing tension reinforcement: T l hm lng ct thp thngtrong mt ct Ratioof prestressing steel: T l hm lng ct thp d ng lcReinforced concrete beam: Dm b tng ct thp Reinforcement group: Nhm ct thpRibbed plate: Thp bn c gn Round steel tube: ng thp hnh trn

Rupture limit of the prestressed steel: Gii hn ph hy ca ct thp d ng lc

Ordinary structural concrete: B tng trng lng thng thng Of laminated steel: Bng thp cn Overlap: Ni chngoff-form concrete : b tng trong vn khun oscillaoblique angled load : ti trng xin, ti trng lch operating load : ti trng lm vic optimum load : ti trng ti u oscillating load : ti (trng) dao ngoutside cellar steps : ca s bungcng trnh ph Overall depth of member: Chiu cao ton b ca cukinOver-reinforced concrete: B tng c qu nhiu ct thp

Parapet: Thanh nm ngang song song ca ro chn bo v trn cu (tay vn lan cancu) Perimeter ofbar: Chu vi thanh ct thpPile bottom level: Cao chncc Pile foundation: Mng ccPlain concrete, Unreinforced concrete: B tng khng ct thp Plaster: Thch cao

Porosity: xp rng (ca b tng)Portland-cement,Portland concrete: B tng ximngPosttensioning (apres betonage): Phng php Ko cng sau khi b tng Precast concrete pile: Ccb tng c snPrecast concrete: B tng c snPrecasting Yard: Xng c sn kt cu b tng Prestressed concrete pile: Cc b tng ct thp dng lc Prestressed concrete: B tng ct thp d ng lc Prestressing bed: B ko cng ct thp dng lc Prestressing teel strand: Cp thp d ng lcPretensioning (avant betonage): Phng php Ko cng trc khi b tng Protection againstcorrosion: Bo vct thp chng rProtective concrete cover: Lp b tng bo h Pumping concrete: B tng bm


9/13



Partial prestressing : Ko cng ct thp tng phnPerforated cylindrical anchor head: u neo hnh tr c khoan l Pile shoe: Phn bc thp gia c miccPlain round bar: Ct thp trn trn Plate bearing: Gi bn thp Plate: Thp bnPlywood: G dn (vn khun)

Prestressing by stages: Ko cng ct thp theo tng giai on Prestressing steel, cable: Ct thp dng lcPrestressing steel: Thp d ng sut Prestressing time: Thi im Ko cng ct thpPut in the reinforcement case: t vo trong khung ct thp perfume concrete : tinh du hng liupermeable concrete : b tng khng thmplain concrete : b tng khng ct thp, b tng thng plaster concrete : b tng thch caoplastic concrete : b tng dopoor concrete : b tng ngho, b tng gy portland cement concrete: b tng xi mng pooclanpost-stressed concrete : b tng ng lcsaupost-tensioned concrete : b tng ng lc sau precast concrete: b tng c snprefabricated concrete : b tng c sn prepact concrete : b tng c tng khi ring prestressedconcrete : b tng ng lc trc pumice concrete : b tng btpump concrete : b tng bm plain bar: thp trnplate steel:thp bnprinting beam : (my tnh) chm tia in partial load : ti trng tng phn pay(ing) load : ti trng cch

peak load : ti trng cao im periodic load : ti trng tun honpermanent load : ti trng khng i; ti trng thng xuyn permissible load : ti trng cho php phantom load : ti trng gi plate load : ti antpoint load : ti trng tp trung pressure load : ti trng nn

proof load : ti trng thpulsating load : ti trng mch ng panel girder : dm tm, dm panen parabolic girder : dm dngparabn parallel girder : dm song song plain girder : dm khi plane girder : dm phng

plate girder : dm phng, dm tm pony girder : dm ph prestressed girder : dm d ng lcplank platform (board platform) : sn lt vnplatform railing : lan can/tay vn sn (bo h lao ng) putlog (putlock) : thanh gin gio, thanh ging plumb bob (plummet) : dy di, qu di (bng ch)

Railing load: Ti trng lan canRailing: Lan can trn cuRebound number: S bt ny trn sng th b tng Reedle vibrator: m di ( m b tng) Reinforcedconcrete beam: Dm b tng ct thp Reinforced concrete: B tng ct thp thng Removal of theconcrete cover: Bc lp b tngbo h

Renforced concrete bridge: Cu b tng ct thp thng Retarder: Ph gia chm ha cng b tngRubber bearing, neoprene bearing: Gi cao su rammed concrete : b tng mready-mixed concrete : b tng trn sn refractory concrete : b tng chu nhit reinforced concrete : btng ct thp retempered concrete : b tng trn lirich concrete : b tng giu, b tng cht lng cao rubbed concrete : b tng mi mtrubble concrete : b tng hc rolled steel:thp cnround hollow section: thp hnh trn rngradio (-frequency) beam : chm tn s v tuyn in reinforced concrete beam : dm b tng ctthp restrained beam : dm ngm hai uridge beam : n nc roof beam : dm mi


10/13



racking load : ti trng dao ng radial load : ti trng hng knh rated load : ti trng danh ngharesistive load : ti thun tr, ti mic reversal load : ti trng i durush-hour load : ti trng trong gi cao im riveted girder : dm ghp tn inh reinforced concrete lintel : Lanh t b tng ct thp racking (raking) back : u ch xy removable gate : Ca tho ri c shutter : cp pha

quaking concrete : b tng doquality concrete : b tng cht lng cao quiescent load : ti trng tnh

Sand concrete: B tng ct

Sandlight weight concrete: B tng nh c ct Segregation: Phn tng khi b tng Shear carried by concrete: Lc ct do phn b tng chu Sheet pile: Cc vn, cc vn thpSlab reinforced in both directions: Bn t ct thp hai hng Sliding agent: Cht bi trn ct thp dng lcSlump: st (hnh nn) ca b tngSpalled concrete: B tng b tch lp (b bc lp) Span/depth ratio: T l chiu di nhp trn chiucao dm Sprayed concrete, Shotcrete,: B tng phunSteel H pile: Cc thp hnh HSteel percentage: Hm lng thp trong b tng ct thp Steel pipe filled with: ng thp nhi b tng Steel pipe pile, tubular steel pile: Cc ng thp Stirrup,link,lateral tie: Ct thp ai (dng thanh)Stud shear connector: Neo kiu inh (ca dm thp lin hp b tng) Superelevation: Siu caoShape steel: Thp hnhShear reinforcement: Ct thp chu ct Sheet pile: Cc vn, cc vn thpSingle wine, Individual wire: Si n l (ct thp si) Skin reinforcement: Ct thp ph t gn st bmt Slab reinforcement: Ct thp bn mt cuSliding form: Vn khun trt

Spacing of prestressing steel: Khong cch gia cc ct thp d ng lc Spiral reinforced column: Ctc ct thp xon cSpiral reinforcement: Ct thp xon c Splice plat, scab: Bn ni phSplice: Ni ghp, ni di raSplicing method: Phng php ni cc Steel elongation: dn di ca ct thpSteel percentage: Hm lng thp trong b tng ct thp Steel pipe filled with: ng thp nhi b tng Steel stress at jacking end: ng sut thp u kch Ko cng Steel with particular properties: Thpc tnh cht c bit Stiffened angles: Neo bng thp gc c sn tng cng Straight reinforcement:Ct thp thngStrenghening steel: Thp tng cngStrengthening reinforcement: Ct thp tng cngthmStress at anchorages after seating: ng sut ct thp d ng lc st neo sau khi tho kchStructural steel: Thp kt cuStud shear connector: Neo kiu inh (ca dm thp lin hp b tng) Successive: Ni tip nhau

sand-blasted concrete : b tng mi bng b mt segregating concrete : va b tng phn lp slagconcrete : b tng xsprayed concrete : b tng phun stamped concrete : b tng msteamed concrete : b tng bc hi nc steel concrete : b tng ct thpstiff concrete : va b tng cng, va b tng c stone concrete : b tng dmscale beam : n cn scanning beam : chm tia qut scattered beam : chm tn x

secondary beam : dm trung gian shallow beam : dm thp


11/13



slender beam : dm mnhsocle beam : dm hng; dm cng xn split beam : dm ghp, dm t hp spring beam : dm nhistraining beam : thanh ging, thanh kostrutting beam : dm ngang, x ngang; thanh ging (v ko) supporting beam : dm , x silicon steel: thp silic

square hollow section: thp hnh vung rng stainless steel:thp khng gsteel:thpstructral hollow section:thp hnh rng lm kt cu structural section:thp hnh xy dngsafe load : ti trng an ton, ti trng cho php service load : ti trng s dng, ti trng c chsetting load : ti trng khi lp rpshear load : lc ctshock load : ti trng va chmsingle non central load : ti trng tp trung khng ng tm snow load : ti trng (do) tuyt specified rated load : ti trng danh ngha static load : tnh tisteady load : ti trng n nhsudden load : ti trng t ngt, s cht ti t ngt, s cht ti t bin suddenly applied load : titrng tc dng t binsuperimposed load : ti trng ph thm surcharge load : s qu tisurface load : ti trng b mtsustained load : ti trng tc ng lu disymmetrical load : ti trng i xng, s cht ti i xng small girder : dm con; x con secondary girder : dm phsegmental girder : dm cnh bin trn congsemi-fixed girder : dm c nh mt u socle girder :dm cng xnsolid web girder : dm khi stiffening girder : dm cng suspension girder : dm treoscaffold pole (scaffold standard) cc gin gioscaffolding joint with chain (lashing, whip, bond) mi ni gin gio bng xch (dy chng buc, dycp)signboard (billboard) : Bng bo hiu site fence : tng ro cng trngsite hut (site office ) : Ln (cng trng) spirit level : ng ni v ca th xystack of bricks : ng gch, chng gchstacked shutter boards (lining boards) ng van g cp pha, chng vn g cp pha standard brick :

gch tiu chunstretching bond : cch xy hng di (gch xy dc) stretching course : hng, lp xy dc

Tamping: m b tng cho chtTensile strength at days age: Cng chu ko ca b tng ngyTension zone in concrete: Khu vc chu Ko ca b tng

Tensioning (tensioning operation): Cng tc ko cng ct thp Test cube, cube: Mu th khi vungb tngTwist step of a cable: Bc xon ca si thp trong b xon Tension reinforcement: Ct thp chu ko

To extend reinforcement: Ko di ct thpTop lateral strut: Thanh ging ngang mc thng ca dn Top lateral: Thanh ging cho mcthng ca dnTop reinforcement: Ct thp bn trn (ca mt ct) Tosbou: KhoanTotal angular change of tendon profile from anchor to point X: Tng cc gc un nghing ca ct thpd ng lc Khong cch x k tTotal angular change of tendon profile from jaching end to point x: Tng cc gc un ca ng trcct thp d ng lc tu kch nTransverse reinforcement: Ct thp ngang tamped concrete : b tng m


12/13



tar concrete : b tng nha ngtransit-mix concrete : b tng trn trn xe trass concrete : b tngpuzolantremie concrete : b tng di nc T- beam : dm ch Tthrough beam : dm lin tc, dm sut top beam : dm sn; dm nh transverse beam : dm ngang, ngangtransversely loaded beam : dm chu ti trng ngang trussed beam : dm gin, dm mt co

tail load : ti trng ln ui (my bay) tangetial load : ti trng tip tuyn tensile load : ti trng kotterminating load : ti trng t u mt (dm) test load : ti trng thtilting load : ti trng lt torque load : ti trng xon 18 total load : ti trng ton phn, ti trngtngtraction load : ti trng ko traffic load : ti trng chuyn ch transient load : ti trng ngn hn, ti trng nht thi trial load : ti trng thtuned plate load : ti iu hng (trong mch ant) T- girder : dm ch T tee girder : dm ch Ttrellis girder : gin mt cotrough girder : dm ch U, dm lng mng trussed girder : dm vt sut; gin vt sut tubulargirder : dm ngthick lead pencil : bt ch u m (dng nh du) trowel : ci bay th n

Unbonded tendon: Ct thp d ng lc khng dnh bm vi b tng Uncracked concrete section: Mtct b tng cha b ntUnfilled tubular steel pile: Cc ng thp khng lp lngUnbonded tendon: Ct thp d ng lc khng dnh bm vi b tng uniform beam : dm tit dinkhng i, dm (c) mt ct u ultimate load : ti trng gii hn unbalanced load : ti trng khng cn bng uniform load : ti trng u unit load : ti trng ring, ti trng trn n v din tch up load : ti trng thng ng ln trn (lcnng) useful load : ti trng c chupper floor: Tng trnutility room door : ca bung cng trnh ph

utility room window : ca s bung cng trnh ph

Vertical clearance: Chiu cao tnh khngVertical-tie: Neo dng thanh thng ng ni phn b tng ct thp khc nhau Viaduct: Cu c trcaoVertical-tie: Neo dng thanh thng ng ni phn b tng ct thp khc nhauVertical-tie: Neo dngthanh thng ng ni phn b tng ct thp khc nhau vacuum concrete : b tng chn khngvibrated concrete : b tng m rung variable load : ti trng bin i varying load : ti trng bin i Vierendeel girder : gin Vierenddeel (gin B)

Wet guniting: Phun b tng tWeathering steel (need not be painted): Thp chu thi tit (khng cn sn) Web reinforcement: Ct

thp trong sn dmWelded plate girder: Dm bn thp hnWelded wire fabric, Welded wire mesh: Li ct thp si hn Wind bracing: Ging giwater cured concrete : b tng dng h trong nc wet concrete : va b tng doworkable concrete : b tng d wall beam : dm tngwhole beam : dm g wind beam : x chng giwooden beam : x g, dm gworking beam : n cn bng; x v ( p qung) writing beam : tia vit wheel load : p lc ln bnh xe wind load : ti trng (do) gi working load : ti trng lm vic


13/13



Warren girder : gin bin // mng tam gic web girder : gin li thp, dm c window ledge :Ngng (bu) ca swork platform (working platform) : Bc k wheelbarrow : Xe ct kt, xe y tay

Yeild point stress of prestressing steel: ng sut n hi ca ct thp d ng lc Yield strength of reinforcement in compression: Cng n hi ca thp lc nn Yield strength of reinforcement in tension:

Cng n hi ca thp lc ko

Documents

Từ Điển Tiếng Anh Xây Dựng Chuyên Ngành