thuật ngữ xây dựng cầu việt - pháp - anh

NGUY N VI T TRUNG - - University of Transportation and Communications.________________________________________________________________________________________________________________________

_________________

GS.TS. NGUY N - VI T - TRUNG

************************************************

THU T NG XÂY D NG C U VI T - PHÁP - ANH

VOCABULAIRES TECHNIQUES DE CONSTRUCTION DES PONTS

TECNICHCAL GLOSSARIE OF BRIDGE ENGINEERING

*************************************************

(B n th o l n 4)

Hà n i, tháng 10 - 2006

************************************************************************

I NÓI U

ây là m t tài li u so n th o dành cho các sinh viên ngành C u - ng nh m giúp

trong vi c luy n t p d ch các tài li u k thu t t ti ng Vi t sang ti ng Pháp và ti ng Anh.

Ph n ti ng Pháp l y theo các thu t ng c a Tiêu chu n thi t k c a n c Pháp. Ph n ti ng

Anh d a theo các thu t ng trong Tiêu chu n AASHTO-1998 c a Hoa-k . B n in này ch là

n in th , còn m t s ch tr ng s c b sung d n d n.

Tác gi mong nh n c các ý ki n phê bình s a ch a chu n b cho b n in chính

th c hoàn thi n h n. (0913555194)

************************************************************

NGUY N VI T TRUNG - The University of Transportation and Communications________________________________________________________________________________________________________________________

______________

2

AÁp l c bên c a t Pression laterale de teres Lateral earth pressureÁp l c ch ng PousseeÁp l c b ng ButéeÁp l c c a dòng n c ch y Pression du courant Stream flow pressureÁp l c c c i Pression maximum Maximum working pressureÁp l c y c a t Poussé des terres Earth pressureÁp l c th y t nh Poussé hydrostatique Hydrostatic pressure

nh h ng c a nhi t Effet de temperature Temperature effect

BBán kính cong (bán kính

n ng cong)Rayon de courbure Radius of curve

Bán kính tác d ng c a mdùi

Rayon d'action des aiquilles devibration

Reach (of vibrator)

Bán kính trong c a ngcong

Rayon interieur de courbure Inside radius of curvature

n cánh d i Semelle inférieure Bottom flanger,Bottom slabn cánh trên Semelle supérience Top flange,Top slabn cánh (m t c t I,J, h p) Bride, l'aile (f) Flange slabn g i gi n n trên 4nh lên các d m

Dalle à appuis simples surpoutres disposees au coutour

Slab simply supported along allfour edges by beams

n ch nh t g i gi n ntrên b n c nh lên các d m

Dalle rectangulaire à appuissimples sur poutres disposees aucoutour

Rectangular slab simplysupported along all four edgesby beams

n có khoét l Dalle élégie Voided slab, Hollow slabn có kích th c gi m b tn có nh p theo m t h ng

(b n 2 c nh)Dalle à appuis dans une One-way spaning direction

slabn có nh p theo hai h ng

(b n 4 c nh)Dalle à appuis dans deux Two-way spaning directions

slab (slab supported on foursides)

n có s n Dalle nervuréen có s n tr c giao Dalle orthotropen c a m u neo, B n neo Plague d'ancrage Anchor platen áy c a d m h p Hourdis inférieur d'un caisson Bottom slab of box girdern t c t thép hai h ng Dalle armeé dans deux

directionsSlab reinforced in bothdirections

n ghi chép tính toán, B ntính

Note de calcul Calculating note

n m t c u Hourdis, tablie Deck slab, deck platen m t c u úc bê tông t i

chDalle coulée en Cast-in-situ flat place slab

n m t c u tr c h ng Dalle orthotrope Orthotropic desk


______________

3

n n p h p Hourdir supérieur d'une caisson Top slab of boxn n i p, b n má Plate-bande Cover-platen n i ph Couvre-joint Splice plat, scabn nút, b n ti t m Gousset Haunch Gusset platen ph ng Dalle plane Fat slabn quá Dalle de transition Transition slabn sàn Plancher-dalle, plancheren dalle Floor slabn thép ph ( ph n b n

cánh d m thép ...)Plaque de couverture Cover plate

n trên nh Hourdis Top slabn v ph i c nh Dessin en perspectif ...n v thi công Dessin d'exécution Erection plan

Bao ph m u neo d ngc

Cachetage Sealing

Bao t i ( d ng h bêtông)

Burlap

Báo cáo thí nghi m c c Record of test pileso d ng, duy tu Entretien Maintenanceo d ng bê tông trong lúc

hóa c ngCure du Béton Curing

o v ch ng mài mòn Protection contre abrasion Protection against abrasiono v ch ng xói l Protection contre

l'affounillementProtection against scour

o v c t thép ch ng r Protection des armatures contrela crrosion

Protection against corrosion

ng dính Bande adhésive Joint tapeng gang úc .... en fonte ductile ...of cast ironng thép cán .....en acier laminé ...of laminated steelt l i Defavorable Unfavorable...t l i nh t la plus défavorable the most unfavorable

Bê tông Béton ConcreteBê tông b o h (bên ngoài

t thép)Enrobage des armatures Concrete cover

Bê tông b t áy (c a móngCáp c c, c a gi ng, c a h

Lit de beton au fond d'une fouilk, bouchon

Bê tông b m Pumping concreteBê tông cát Béton de sable Sand concreteBê tông có quá nhi u c tthép

Béton fortement armés Over-reinforced concrete

Bê tông c t thép d ng l c Béton précontraint Prestressed concreteBê tông c t thép d ng l ctrong

Béton précontrainte intérieuse Internal prestressed concrete

Bê tông c t thép d ng l cngoài

Béton précontrainte extérieuse External prestressed concrete

Bê tông c t thép th ng Béton armé Reinforced concreteBê tông c ng cao Béton a haute resistance High strength concreteBê tông ã b tách l p (bbóc l p)

Beton desagrege Spalled concrete


______________

4

Bê tông úc t i ch Béton coulé en Cast in situ place concreteBê tông úc s n Beton prefabrique Precast concreteBê tông hóa c ng nhanh Béton à sement Early strength concreteBê tông không c t thép Béton non-arme Plain concrete, Unreinforced

concreteBê tông mác th p Béton a faible Low-grade concrete resistanceBê tông n ng Béton lourd Heavy weight concreteBê tông nh Béton leger Light weight concreteBê tông nh có cát Béton leger à sable Sandlight weight concreteBê tông nghèo Béton maigre Lean concrete (low grade

concrete)Bê tông phun Béton projetté, Gunite, Shotcret, Sprayed concrete, Shotcrete,Bê tông s i Béton de graviers ...Bê tông th y công Béton hydraulique Hydraulic concreteBê tông tr ng l ng thôngth ng

Béton à densité normale Normal weight concrete,Ordinary structural concrete

Bê tông t i (m i tr nxong)

Béton frais Fresh concrete

Bê tông xim ng Béton à ciment Pooclan Portland-cement, Portlandconcrete

m t chuy n ti p ... Interface m t ti p xúc Surface de contact Contact surface m t ngoài Paroit, Exterior face

Face exterieureExterior face

m t ván khuôn Paroit du coffrage Form exterior face ... phân ph i l c Plate-forme Bed plate

kéo c ng c t thép d ngc

Prestressing bed

móng Semelle FootingBiên bi n i ng su t Amplitude des variations de

contrainteAmplitude of stress

Bi n d ng c a neo khi dng l c t kích truy n vào

u neo

... Anchorage seating

Bi n d ng c a các th trênt c t

... Strain

Bi n d ng co ng n t ngi

Raccourcissement unitaire Unit shortening

Bi n d ng dài h n Déformation de longue durée Long-term deformationBi n d ng dãn dài t ng i Allongement unitaire Unit lengtheningBi n d ng do co ngót Déformation de Shrinkage Retrait deformationBi n d ng do u n Déformations dues à la ... Flexible flexion deformationBi n d ng do l c c t Déformations dues à l’effot

tranchantShear deformation

Bi n d ng do t bi n Déformation de creep Deformation due to Creepdeformation

Bi n d ng àn h i Déformation elastic, Strainelastique

Elastic deformation


______________

5

Bi n d ng quá m c Déformation excessive Excessive deformationBi n d ng theo th i gian Déformation différée Time-dependent deformationBi n d ng t c th i Déformation instantanée Imediate deflectionBi n d ng v ng lên Deformation convexe Upward deflectionBi n i nhi t Variation de la temperatureBi n i s t nh h c Modification du schema statique

...Bi n i theo th i gian c a Variation dans le ... temps de ... Variation in accordance with

the time of ...Bi u di n th c a Représentation graphique de ... Graphical representation of ...Bi u bi n d ng tuy ntính

Diagramme de Déformationlinéaire

Linear deformation diagram

Bi u tác d ng t ng hmô men-l c d c

Diagramme d’interactionmoment-interaction

Momen-Axial force effortnormal diagram

t áy Metre un lit de ....t kín, l p kín Etanchement Sealing

Bó xo n 7 s i thép Toron StrandBóc l p bê tông b o h Enlever lacoche d’enrobage du

betonRemoval of the concrete cover

trí Arrangement ... Arrangement ... trí các m c t t c t

thép d c c a d mRðparatition des arrets desbarres longgitudinal de la poutre

Arrangement of longitudinalesrenforcement cut-out

trí chung c a c u Disposition generale General location of a bridge trí c t thép Disposition des armatures,

Ferraillage ...Arrangement of reinforcement

trí c t thép d ng l c Câblage Cable disposition xung, thêm vào Additional Additional thi t b Equipement Equipement Set, Device n i các n cáp d ng

c kéo sauCoupleur, Dispositif deraboutage

Coupleur

ph n làm l ch h ng cáp Deviateur DeviatorBôi tr n Lubrification Lubrification

t m u ( fa s n) Pigment Pigmentc x p hàng Manipuler to handlem (máy b m) Pompe Pumpm chìm (ngâm trongc)

Pompe immergée ...

m d u dùng tay Pompe d’huile Hand-act oilpump à maine

m hút Pompe aspirante Aspiring pump, Extractionpump

m ly tâm Pompe centrifuge Centifical pump, Impellerpump

m n c dùng tay Pompe d’eau a maine Hand-act water pumpBu lông hình ch U Lien en U, Boulon en U U form bolt connectionBu lông Boulon BoltBu lông neo Boulon d’ancrage Anchor boltBúa Mouton Hammer


______________

6

Búa h i n c n ng Mouton à vapeur à simple effet Hydraulic hammer of simpleeffect

c xo n c a s i théptrong bó xo n

Pas d’enroulement des fils Twist step of a cable

Ba átbãi xebãi ch v ben duongbãi nghi ben duòngbãi hàngbãi hàng trung chu enbàn chan.d ng

n m t caung các u ki n s d ngt

ban kinh cong cua do võngban tham nhapbao duong thuong xuyenbao duong ngoai ke ho chbao duong ket caubao duong nangbao duong du phongbao duong sua chuabao ve moi truongbao ve ta luyabn ve botri mat bangbat san

ng t i b ng truy nbi n báo nguy hi mbi n báo hi u l nhbi n báo c mbi n báo ch d nbi n báo có thông tin thay

ibi n xách tay ;bi n di ng


______________

7

C

m bi n o bi n d ng Jauge de Déformation ...m bi n o ng su t o

cCapur ...

Cánh tay òn Bras de levier Momen armnh tranh Compétition Competition, Competing

Cao c Nivellement LevelingCao , cao trình Altitude, Level Cote de niveauCao chân c c Pile bottom levelCao su Caoutchouc ... RuberCáp có t trùng th p Câble à basse relaxation Low relaxation strandCáp dài c kéo c ng t 2

uCâble long tendu des deux coté Long cable tensioned at two

endsCáp ã ép v a Câble injecte au Grouted cableCáp t h p long áy h p Câble de solidarisation inférieurCáp t m không ép v a Câble provisoire non coulis

injecteTemporary non-grouted cable

Cáp c m k m Câble galvanisé Galvanized strandCáp g m các bó s i xo n

c trong ch t d oCâble à torons graisses etd’elastomere

Plastic coated greased strandenveloppes cable

Cáp ng n c kéo c ng tt u

Câble court tiré d’un seul coté Short cable tensioned at oneend

Cáp treo xiên (c a h dâyxiên)

Haubans Stay cable

Cáp thép d ng l c Câble, toron Prestressing teel strandCáp xo n 7 s i Toron 7 fils 7 wire strandCát Sable SandCát m Sable humide Moisture sandCát b t Sable très fin Dusts sandCát ch t Sable dense Compacted sandCát khô Sable sec Dry sandCát t ( m n c) Sable sature d’eau Wet sand

t u c c Cut pile headt thu n túy Cisaillement simple ... Simple shear

Cân b ng t nh h c équilibre statique Static equilibrumn c u Grue Cranen c u c ng Grue portique Gantry cranep (c a bê tông, c a …) Grade (du beton, ...) Gradep c a bê tông Grade du beton Grade of concretep c a c t thép Grade del’acier Grade of reinforcementp c a t i tr ng Classe du chargement Class of loadingp ph i h t Granulométrie Grading, Granulometry


______________

8

p ph i h t không liên t c Granulométrie uncontinue Uncontinuous granlametryp ph i h t liên t c Ulométrie continue Continuous granulametryu ki n Element Member , Elementu ki n ch u c t Element contre llement Member subject to shearu ki n ch u nén Pièce comprimée Compression memberu ki n ch u xo n Element en torsion Torsion memberu ki n ch a n t Pièce non-fissurée Uncracked memberu ki n có b n cánh Elementa aile Flanged memberu ki n có hàm l ng c t

thép t i thi uPièce comportant un ferrailageminimal

Member with minimumreinforcement

u ki n có m t c t chnh t

Element a section rectangulaire Rectangular member

u ki n úc s n Elemen prefabrique Precast memberu ki n liên h p Element composite Composite memberu ki n liên k t Attache Attachmentu ki n li n kh i Element monolithique Monolithic memberu ki n liên hi p ch u u n Element composite à flexion Composite flexural memberu ki n hình l ng tr Pièce prismatique Prismatic memberu Pont Bridgeu b n Pont-dalle Slab bridgeu b n liên t c có 2 hai

nh p b ng nhauPont-dalle continue à deuxtraveés egales

Two-equal spans continuosslab bridge

u bê tông c t thép th ng Pont en Béton armé Renforced concrete bridgeu c t Pont elévateur Hoist bridgeu cho m t làn xe Pont a une voie Bridge design for one traffic

laneu cho 2 hay nhi u làn xe Pont a deux ou pluisieur voies Bridge design for two or more

traffic lanesu có ng xe ch y trên Pont tablier supérieur Deck bridgeu có ng xe ch y d i Pont tablier inférieur Through bridgeu có tr cao Viaduc Viaductu cong Pont en courbe Bridge on curveu c nh Pont fixe ...u công v Pont de service (pont de

manutention)Service bridge

u c hi n có Pont existant... Existing bridgeu d m h ng Pont à poutres cantilever Cantilever bridgeu d m liên h p Pont à poutres composées Composite beam bridgeu dây xiên Pont à hauban, Pont haubané Cable-stayed bridgeu d n Viaduc d’accès Approach viaductu di ng Pont mobile Movable bridgeu di ng tr t Pont glissant Sliding bridge

u d ng l c kéo sau úcbê tông t i ch

Pont coule en situ a preconrainteposterieure

Cast-in-place, posttensionedbridge

u i b Pont pour piétons (la passerellepiétonnière)

Pedestrian bridge

u ng s t Pont-rail Railway bridge, rail bridge


______________

9

u g ch- á xây Pont en masconnerie Masonry bridgeu hai t ng Pont à deux etages Double deck bridgeu khung Frame bridgeu khung chân xiên Pont à bequilles Portal bridgeu khung T có ch t Pont-cadre articule Rigid frame with hingesu liên t c c ghép t

các d m gi n n úc s nPont continue forme des poutressimples precontraintes

Bridge composed of simplespan precast prestressed gridermade continues prefabriques

u máng Pont aqueduc Aqueductu nâng-h th ng ng Pont levant Lifting bridgeu xiên ,c u treo Pont oblique Skew bridgeu nh p l n Pont de grande portée Long span bridgeu nh p ng n Pont à fravée courte, Pont de

courte travéeShort span bridge

u ôtô Pont-route Highway bridge, road bridgeu quay Pont roulant Turning bridgeu t m Pon provisoire Escalier Emergency bridge Stairsu thang ( i b )u th ng Pont de droit Straight bridgeu trung Pont de la portée moyene Medium span bridgeu vòm Pont en arc Arched bridgeu v t Pont pour passage superieur Overpasse, Passage superieureu v t qua ng s t Pont tranversant le chemin de fer Railway overpasset kh c Encocher ...u có tr nghiêng Pont à béquilles Portal bridgeu chui Passage inférieur Underpass

Ch i s ch Brosser ... to brush cleanCh n oán Auscultation, pathologic DiagnosisCh t bôi tr n c t thép d

ng l cGraisse, Lubrifiant Sliding agent

Ch t b o v Agent de protection Prospecting agentCh t d o Elastomère Elastomer, PlasticCh t d o nhân t o Elastomere synthese Synthetic plasticCh t d o thiên nhiên Elastomere naturele Natural plasticCh t dính k t Liant Bond, Bonding agentCh t hóa d o Plastifiant Plastifying agentCh t ho t hóa Activateur ActivatorCh t làm c ng, Ch t hoá

ngDurcisseur Hardener

Ch t làm t ng nhanh quátrình

Accelerateur Accelerant

Ch t l ng mong mu n Qualité exigée Required qualityCh t xâm th c Agent agressif Corrosive agentCh ôi (do l c nén c c b ) Fendage (due a la presion

Fendage locale)Chéo, xiên Biais SkewCh t o, s n xu t Farrication Fabrication, Manufaction


______________

10

Ch t o s n Préfabrique PrecastChêm nút neo vào u neocho ch t

Blocage des clavettes ...

Chi ti t chôn s n Embeded itemCh d n t m th i Instruction provisoire Temporary instructionChi u cao Hauter DepthChi u cao có hi u Hauter utile, Hauteur effective Effective depth at the sectionChi u cao d m Hauteur de la poutre Depth of beamChi u cao t nh không Hauteur du gabarit Vertical clearanceChi u cao toàn b c a c uki n

Uteur hors-tout de l’element Overall depth of member

Chi u dày c a b n (c an)

...Flage thickness (webthickness)

Chi u dài c c h vào t Length of penetration <of pile>Chi u dài t t i (tính b ngmét)

Longueur chargee en metre Loaded length in meters

Chi u dài n neo gi c at thép

Longueur d’ancrage del’armature

Anchorage length

Chi u dài kích khi khôngho t ng

Longeur fermé Closed length

Chi u dài nh p Travee Span lengthChi u dài truy n d ng l ckéo tr c

Longueur de tranmission de laprecontrainte

Transmission length forpretensioning

Chi u dài truy n l c nhdính bám

Longueur de tranmission paradherance

Bond transfer length

Chi u dài u n d c Longeur de flambement Buckling lenghChi u dày Epaisseur ThicknessChi u d y b n cánh Epaisseur de l’arm Flange thickness, Web

thicknessChi u r ng b n ch u nén c a

m TLargeur des tables de widthcompression des poutres en Té

Compression flange of T-girder

Chi u r ng có hi u c a b ncánh

Largeur utile de l’aile Effective flange width

Chi u r ng có hi u (c am T)

Largeur effective (des poutres enTé)

Effective width (of T girder)

Chi u r ng phân b c a t itr ng bánh xe

Largeur de reparation du poidsd’essieu

Distribution width for wheelloads

Chi u r ng ph n xe ch y Large de la chaussee Roadway widthChi u r ng t nh không Largeur du gabarit Horizontal clearanceChi u r ng toàn b c u Largeur totale du pont Overall width of bridgeCh nh tr dòng sông Repulation du couran d’eau River training workCh u ng c mà không

ngResister sans defaillance ... to stand without failure

Ch u t i ... etre sous charge, etre charge ... to subject, to load, towithstand, to carry, to bear, toresist

Chu k dao ng Periode de vibration Period of vibrationCh n v trí xây d ng c u Emplacement du pont Bridge loacation


______________

11

Ch r ng (khoét r ng) Vide VoidCh ng m cho b m t Hydrofuge de surface Surface water protectionCh t Clé HingeCh t bê tông Articulation en Béton Concrete hingeCh t nh vòm (chìa khoá) Clé,Cle de voute Key, Key block, CapstoneCh t ngang (l p ch t ngang) Clavette (clavetter) Fastening pin (to bolt)Chu k t t i ... Loading cycleChu k ng su t thi t k Cycle des contraintes projetes Design stress cyclesChu vi thanh c t thép ... Perimeter of barCh công trình Maitre d’oeuvre Engineer,ArchitectCh u t Maitre d’ouvrage OwnerChuy n giao công ngh Transfert tecnologyque Technology transferChuy n v Dðplacement DisplacementChuy n v t Earth displacementChuy n v quay t ng i Mouvement de rotation relatif Relative rotationCh u t , ch công trình Maitre d’ceuvre, maitre …

d’ouvrageCh ng trình th nghi m Programme d’essais ...Ch ng trình tính toán t

ngProgramme de calculautomatique

Automatic design program

Ch ng trình thi t k tng

Logiciel de dimensionnementautomatique

Automatic design software

Co dãn do nhi t Dilatation thermique Thermal expansion andconstruction

Co ng n c a bê tông Raccourcissement du beton ...Co ng n c a thép Raccourcissement ... de l’acierCo ng n àn h i Raccoucissement élastique Elastic shorteningCo ng n l i Raccourcir ContractionCo ngót Retrait Contraction, shrinkage

c Pieu Pilec bê tông c t thép d ng

cPieu en beton precontrainte Prestressed concrete pile

c bê tông úc s n Pieu en beton prefabrique Precast concrete pilec ch ng Pieu sur pointe Point-bearing pilec d n Driver pilec d ng l c Pieu beton precontrainte Prestressed pilec ã óng xong Driven pilec n Pieu isole Single pilec úc bê tông t i ch Pieu a beton coule sur la place Cast-in-place concrete pilec úc s n, c c ch s n Pieu prefabrique Precast pilec ng kính l n Pieu à grande diamètre Large diameter pilec khoan Pieu foré Bore pilec khoan nh i Pieu fore-moule Bored cast-in-place pilec ma sát Pieu flottant Friction pilec ng Pieu-tube Pipe pile, hollow shell pilec ng thép Pieu-tube en acier Steel pipe pile, tubular steel

pilec ng thép không l p Pieu tube non rempli Unfilled tubular steel pile


______________

12

lòngc ng thép nh i bê tông

p lòngPieu tube de l’acier a betoncoule en situ

Concrete-filled pipe pile

c r ng ly tâm Pieu creux Hollow pilec thép hình H ... Steel H pilec th Pieu d’essai Test pilec ván, c c ván thép Palplache Sheet pile

Con l n, tr c a g i Barre d’appui ... h c k t c u Mðcanique des structures Structural analysis h c lý thuy t Mðcanique rationnelle Pure mechanics, Theorical

mechanicCông tác kéo c ng c t thép Mettre en tension Tensioning (tensioning

operation)Công trình Ouvrage d’art Construction, workCông trình k thu t cao Construction a haute High tech work techniqueCông trình ph t m thicông

Construction provisoired’execution

Temporary construction

Công tr ng Chantier SiteCông ty Compagnie (gpoup) Company, corporationCông th c pha tr n bê tông Formulation du beton Concrete proportioning

ng égout Buse ...ng chéo, c ng xiên Biais buse ...t ai d ng l c étrier tendut li u (s i á) Granulat Aggregatet thép ai (d ng thanh) Stirrup,link,lateral tiet thép b n cánh Armature de l’aile Flange reinforcementt thép b n m t c u Armature du hourdis Slab reinforcementt thép bên d i (c a m t

t)Armature inféricure Bottom reinforcement

t thép bên trên (c a m tt)

Armature supéricure Top reinforcement

t thép ch u c t Armature contre cisaillement Shear reinforcementt thép ch u kéo Armature tendue Tension reinforcementt thép ch u nén Armature comprimé Compression reinforcementt thép ch song songng xe ch y

Armature parallele au passage(longitudinale)

Main reinforcement parallel totraffic

t thép ch vuông gócng xe ch y

Armature perpendiculaire aupassage (lateral)

Main reinforcementperpendicular to traffic

t thép có dính bám cao(có g )

Barre à haute adhérence Deformed reinforcement

t thép có t chùngbình th ng

Acier à relaxation normale Medium relaxation steel

t thép có t chùngth p

Acier à très basse relaxation Low relaxation steel

t thép có g (c t thép gai) Barre dedormee , Barre a nervoisd’armature

Deformed bar, deformedreinforcement

t thép d c Armature longitudinale Longitudinal reinforcement


______________

13

t thép d ng l c Armature de precontraite, Aciertendon

Prestressing steel, cable

t thép d ng l c có dínhbám v i bê tông

Armature de precontrainte aadherante

Bonded tendon

t thép d ng l c khôngdính bám v i bê tông

Armature de precontrainte nonadherente

Unbonded tendon

t thép ã b r Corroded reinforcementt thép t theo vòng tròn Acier circulaire, frettage Hoop reinforcementt thép g m ( truy n l c

t tr t nh neo)Epingle Pin

t thép l ra ngoài Armature exposee Exposed reinforcementt thép m c t i thi u Ferrailage minimalt thép ngang Acier tranversal, Armature

tranversdeTransverse reinforcement

t thép nghiêng Armature inclinee Inclined bart thép phân b Armature repartie, Armature de

reparationDistribution reinforcement

t thép ph t g n sát bt

Armature de peau Skin reinforcement

t thép t ng c ng thêm Armature de renfort Strengthening reinforcementt thép th ng Armature droite Straight reinforcementt thép thi công Acier de construction Erection reinforcementt thép th ng (không d

ng l c)Armature passive (nonprecontrainte)

Non-prestressed reinforcement

t thép trong s n d m Armature en l’arme Web reinforcementt thép tròn tr n Rond lisse Plain round bart thép u n nghiêng lên Barre relevée Bent-up bart thép xo n c Armature spirale Spiral reinforcementt chargee Columnt ch u t i úng tr c Colonne chargee axial Axially loaded columnt ch u l c Poteaut có c t ai vuông góci tr c

Colonne a cache perpendiculairea l’axe

Lateral tied column

t có c t thép xo n c Colonne a armature spirale Spiral reinforced columnt m c Balise ...t ng Pieu-colonne Pile columnt tháp (c a h treo) Pylone

Cung c p, cung ng Fourniture SupplyCung ng n chân côngtrình

Fourniture à pied d’ceuvre Supply at the site

a c ng Culvert headng ch u kéo Resistance à la fraction Tensile strengthng ch u kéo c a bê

tông 28 ngàyResistance du beton à la tractionà 28 jours

Tensile strength at 28 days age

ng ch u m i Rðsistance à la fatigue Fatigue strengthng ch u nén 28

ngàyRðsistance à la compression à 28jours

Compressive strength at 28days age

ng ch u u n Resistance a la flexion Flexural strength


______________

14

ng c c h n Resistance ultime Ultimate strengthng àn h i c a thép

lúc kéoResistance elastique limite del’acier en tension

Yield strength of reinforcementin tension

ng àn h i c a théplúc nén

Resistance elastique limite del’acier en compresion

Yield strength of reinforcement in compression

ng c tr ng Rðsistance caractéristique Characteristic strengthng kh i vuông Resistance de l’echantillon

cubiqueCube strength

DDài h n (t i tr ng dài h n) … a long term Long-term (load)

i phân cách Separateur SeperatorDán b n thép ... Collage des plaques

metalliquesGluing of steel plate

Dãn n Elongation Expansionng hình h c c a m t c t Geometrie de la section Section geometry

Danh nh Nominal ...m Poutre Girder, beamm b n thép hàn Poutre soudee a ame plaine Welded plate girderm b n có ng xe ch yi

Poutre a ame plaine a tablieinferieure

Through plate girder

m b n thép có ng xech y trên

Poutre a ame plaine a tabliesuperieure

Deck plate girder

m bê tông c t thép Poutre en beton armee Reinforced concrete beamm biên, d m ngoài cùng Poutre exterieure Edge beam,exterior girderm ch có c t thép ch u

kéoPoutre a armature en tensionseulement

Beam reinforced in tensiononly

m ch u t i tr ng r i u Poutre sous chargeuniformement

Uniformly loaded beam

m có c c t thép ch u kéovà ch u nén

Potre a armature en tension et encompresion

Beam reinforced in tension andcompression

m ch u u n Poutre flechie Flexural beamm ch u u n thu n túy Poutre en flexion simple Pure Flexion beamm có chi u cao không i Poure a hauteur constante Beam of constant depthm có khoét l Poutre elegie Voided beamm ch T Poutre en Té T-beam, T-girderm d c ph Longeron Stringerm d ng l c kéo tr c Poutre a precontrainte anterieure

(pretendure)Pretensioned beam

m d ng l c kéo sau Poutre a precontrainteposterieure

Posttensioned beam

m b n Poutre sous dalle Supporting beamm g i gi n n Poutre simple Simply supported beam, simple

spanm h ng Poutre console Cantilever beamm h p Poutre caisson Box girderm h p nhi u t Poutre caisson a segments Segmental box girder


______________

15

m h p nhi u ô Multicellular box girderm h p nhi u nh p Multispan box girder

m liên t c Poutre continue Continuous beamm ngang Entretoise, Piece de pont Diaphragmm ngang u nh p Entretoise d’about End diaphragmn ngang m t c u Entretoise portant le Floor beam,tranverse beam

tablem ngang trong nh p Entretoise intermediaire Intennediate diaphragmm nh ,d m nh hình Poutrellem phía trong Poutre iterieure Interior girderm t m lao c u Poutre de lancement Launching girder

Giá lao d m D m tán inh Poutre rivee Riveted girderm thép cán ng hình Profiléu d ng l y h ng lên

trênPositive vers le haut Positive upward

Dây thép bu c Ligature Ligature, Tiech v sau khi bán hàng Service apres-vente After sale service

Di n tích bao (không k thup do l )

Aire totale Gross area

Di n tích c t thép Aire de l’armature Area of reinforcementDi n tích danh nh Nominale section Area of nominalDi n tích m t c t Aire d’une section Area of cross section (cross

sectional area)Di n tích ti p xúc Contract section Contract areaDi n tích tính i Aire convertee Transformed areaDi n tích t a (ép m t) Surface portante Bearing areDính bám Adherence BondDòng n c ch y Courant d’eau Stream flow,Tream current

ván khuôn Decoffrage Form removalDung môi, Dung sai Solvan Solvent Tolerance ToleranceDùng Utiliser to use

ng c th nghi mnhanh

Equipement pour essai rapide Rapid testing kit

ng c o, máy o Appareil de mesure Testing device, Testinginstrument

Duy tu,b o d ng Entretien Maitenance li u (s li u ban u) Donnee Data li u tính toán Donnees de calcul Calculation data li u v l l t ã x y ra Past flood data án s b ( án s b ) Avant-projet Preliminary design

oán Prevoire Forecast

toán Devis estimatif, EstimatifEstimation

ng l c Force de precontrainte Prestressing forceng l c úng tâm Precontrainte centree Centred prestressingng l c l ch tâm Precontrainte excentree Non-centred prestressing


______________

16

ng l c theo h ngngang

Precontrainte laterale Tranverse prestressing

ng su t Precontrainte Prestressng su t có hi u sau m i

t mátPrecontrainte effective (aprespertes)

Effective prestress after loses

ng l c ngoài Precontrainte extericure External prestressingi nh h ng c a ... sous l’effet de ... ... under the effect of ...ng h bê tông m i

xongCure to cure, curing

á ... Rock, stoneá d m Caillou, granulat concasse Gravelá h c, á xây Moellon Cobble, ashalar stoneá v a (ch n v a hè trênu)

Bordure de trotoir Curb

à giáo, dàn giáo Echafaudage,Cintre Scaffold, scaffoldingà giáo treo, giàn giáo Cintre Centering,false workà giáo t di d ng Cintre autolanceur girder Moving constructionai ôm vòng quanh Collieri tu Rehabilitation Rehabilitation

áp ng các yêu c u ... to meet the requirementsm, chày Dame Tamperm bê tông cho ch t Compactage Tampingm c nh (rung ván khuôn) Vibration des coffrages Form vibratorm dùi ( m bê tông) Aiguille (Vibrateur-aiguile) Reedle vibratorm rung Dame vibrante Vibrating tamper ...m trên m t Vibrateur superficielle Surface vibratorm trong (vùi vào h n h p

bê tông)Vibrateur interne Internal vibrator

ánh giá, c l ng Estimation Evaluationt Sol Earth, soilt á sét Limon, argileux Loamt b i, phù sa Alluvion Alluviont ch t Terre compacte Compact eartht dính k t Sol cohesif Cohesive soilt không dính k t, t r i

cSol non coherent Cohesionless soil, granular

materialt n n bên d i móng Sol de fondation Foundation soilt phù sa, t b i tích Alluvion Alluvial soilt sét Argile Clayu th u Adjudication Adjudicationu c u About de pont Bridge endu máy dieden Loconotive a diesel Diesel locomotiveu máy h i n c Locomotive a vapeur Stream locomotiveu neo hình tr có khoan Tête d’ancrage culindrique

perceePerforated cylindrical anchorhead


______________

17

u nh p Bout de la travee Span endu n i n i các c t thép

ng l cCoupleur Coupler

c tr ng các v t li u Caracteristique des materiaux Material characteristicsc m v t li u Caractere du materiau Material propertiesc tr ng c h c Caracteristique mecanique Mechanical characteristict t i l ch tâm ... Eccentric loadingt t i lên ... Chargement sur ... Loading on ...t t i th lên c u Chargement eperimentale sur le

pontTest loading on bridge

t vào trong khung c tthép

Mise en place dans le ferraillage Put in the reinforcement case

ê quai (ng n n c t m) Batardeau Cofferdam m u neo d ng l c Plaque d’appui Bearing plate hình loa c a m u neo d

ng l cTromplaque Trumplate, cast-guide

phòng quá t i Prevision de surchargement Overload provisionm u c c Avant-pieu Pile capm bi u di n c a n i l c

(trên th )Point representatif desollicitation

Force representative point (onthe curve)

m c n o cao Point a niveler Levelling pointm u c t thép c kéo

ng b ng kíchBout tire (de la precontrainte) Jacking end

m t c a h p l c Point de passage de le resultante Location of the resultantm t h p l c nén bê

tôngPoint de passage de la resultantede compression du beton

Location of the concretecompressive resultant

u ch nh, c n ch nh choúng

Adjustement, ajuster Adjustment

u ki n t ... Soild conditionsu ki n cân b ng ng

bi n... Balanced strain condition

u ki n d ng h bê tông Condition de cure du beton Condition of curingu ki n khí h u b t l i Condition climatique

defavorableUnfavourable climaticcondition

u ki n môi tr ng ... Enviromental conditionu tra (thanh tra) ... Inspectionu tra b ng ph ng pháp

sóng âm... Sounding

ng n c n s tách r inhau

In order to prevent separation

inh a Happe ,Crampon Cramp, Cramponinh móc Clou à crochet ...inh tán Rivet Rivetinh tán b n cánh Rivet sur l’ame Flange rivetinh tia-r -phông Tire-fond ...oàn t u th ( th c u) Train d’experimentation Test trainoàn t u ch y th ng Train d’experimentation Train serving the line


______________

18

xuyên trên tuy noàn xe t i Convoi Truck train

n d m, khúc d m Troncon Segmentn ( t) h p long c a k t

u nh pVousoir de cle Key block segment

n ( t) k t c u nh p bên trên tr

Vousoir de pile On-pier segment

n ng loe u m uneo

Trompette Trumpet

óng c c Battage des pieux pillingóng c c thêm Driving additional piles

án Projet Project án phác th o s b Avant-projet ... bê tông (s bê tông) Couler (la betonage) to cast,(casting) bê tông theo nhi u giain

couler en plusieures ... to cast in many stage phrases

ch i c a c c Rebound of pilem( m t ng i) Humidite (relative) Humidity (relative)m t ng i bình quân

hàng n mHumidite relative moyenneannuelle

Annual ambient relativehumidity

b n ch u l a Resistance au feu Fire resistance b n lâu (tu i th ) Durabilite Durability co ng n t ng i Raccourcissement unitaire Unit shortening co ngót t ng c ng Retrait total du beton Total shrinkage ch t Compacite Compactness cong Courbure Courbature chính xác (th nghi m) Precision (des essais) Accuracy (of test) c ng Rigidite Stiffness c ng ch ng u n Rigidite a la flexion Flexural stiffness c ng ch ng xo n Rigidite a la torsion Torsional stiffness c ng ngang c a c u Lateral rigidity of the bridge dài di chuy n c c a

pittong c a kíchCourse du piston Maximum stroke

dãn dài c a c t thép Allongement de l’acier Steel elongation dãn dài t ng i Allongement unitaire Unit elongation d , l ng l o Jeu ... ho t hoá xi m ng Activite du ciment Activity og cement khít kín không rò n c Etancheite Tightness (water tightness) l ch tâm Excentricite Eccentricity li n (nguyên) kh i c a

t c uIntegrite de construction Structural integrity

lún Affaissement (tassement) Setllement m nh Elancement Slenderness nh t Viscosite Viscosity m r ng v t n t Ouverture des fissures Crack opening, Crack width nh y c m Sensibilité Sensitivity, Sensitiveness

n nh Stabilite Stabilityn nh hình dáng Stabilite de forme Figure stability


______________

19

r n c ng Degre de durete Hardness degree r ng v t n t Largeur d’une fissure Crack width s t (hình nón) c a bê

tôngAffaissement au cone, coned’abram

Slump

t t c a nút neo trong lneo (sau khi ã óng ch tnút neo)

Rentree des clavettes Anchor sliding

th m th u, th m Permeabilite Permeability tr t trong m u neo c a

u c t thépGlissement a l’ancrage Anchor sliding

võng Fleche Deflection v ng ng c Contrefleche Camber v n h ng Longueur d’encorbellement Cantilever dimension x p r ng (c a bê tông) Porosite (du beton) Porosityi tr ng Contrepoids Counterpoiser, Counterbalanceng ch t Homogeneite Homonogeneityng h o áp l c Manometre Manometerng t Sðisme(m); séismique(adj) Earthquakeng l c h c Dinamique Dinamict, n (c a k t c u) Vousoire Segmentn v làn xe Charge unitaire sur une voie Traffic lane unit

úc bê tông t i ch ... couler (le beton) en situ ... to cast in placec (b ng choòng) Piquer Pick

... c o vuông góc v i ... ...mesure perpendiculairement a... perpendicular to ...

... mesured

... c o song song v i ... mesure paralletement a ... ... mesured parallel to ...ng bao Courbe enveloppe Endevelope curveng cong, n tuy n

congCourbe Curve

ng cong bi u di n tha ...

Courbe representative de ... Representative curve of ...

ng cong th c nghi m Courbe experimentable(contrainte-deformation)

Test curve (strain-stress)

ng p u c u Remblai Embankmentng kính danh nh Nominale diametre Nominal diameterng kính ngoài ... Outside diameterng s t Chemin de fere Railwayng b Route Roadng d n vào c u Approach roadwayng biên trên c a vòm Extradosng biên d i c a vòm Intradosng tên vòm Rise of areng thu phí giao thông Toll Roadng th y Reseau navigable Waterwayng tr c, ng tim Axe centrale Center lineng tr c cáp Trace du cable Cable traceng tr c cáp d ng

paraboleTrace de cable parabolique Parapolic cable trace


______________

20

ng tr c cáp g m cácn th ng

Trace de cable compose desegments de droite

Cable trace with segmental line

... c nhân v i is multiplied by c ng ch ng xo n Torsional stiffness

n nh xo n Torsional stabilityt p trên vòm b n Fill,earth fill

ng tr c vòm Areh axisng áp l c Line of pressine

óng c c Driving, pilingp u c c To ship pile headt ho t t i lên m t c u Application of lived load on

deck slabt p sau m Back fill behind abutmait

ng nh h ng mô men Influence livie for momentng d n vào c u Approaches, approach road

á v a Guaid stoneng tim, ng tr c Centre line

u ki n t t i Loading conditions

EÉp m t c c b Pression localisee Located pressureÉp v a Injecter, injection Grout, Grouting

G

Gang úc Fonte ductile Cast ironGân, s n (c a b n) Nervure Rib ...

n úng Approximative Approximate ...Ghép n i Jonction ConnectionGhi Aiguille NeedleGiá 3 chân lao c u (d ngdàn)

Poutre de lancement Launching girder

Giá búa óng c c Sonnette Pile driveGiá thành b o d ng, duy tu Cout d’entretien Maintenance costGiá thành ch t o Cout de manutention Production costGiá thành thay th Cout de remplacement Replacement costGiá thành thi công Cout de mise en ceuvre Construction costGi thi t c b n Hypothese de base Basic assumptionGi thi t tính toán Hypothese de calcul Design assumptionGiá tr quy t toán Evaluation definitive Definitive evaluationGiai n chuy n ti p Phase de transition Transition stageGiai n t t i Etape de chargement Load stage(Các) Giai n thi công n iti p nhau

Phases successives de laconstruction

Construction successivestage(s)

Gi i pháp k thu t Solution technique Technical solutionGi ng gió Contreventement Bracing


______________

21

Giám sát thi công Inspection de construction Supervision of constructionGián n giao thông Interruption du trafic Interruption of trafficGiãn n Dilater, dilatation ExpansionGiãn n t do Dilatation libré ... Free expansionGiáo trình (khóa h c) Cours ... CourseGi y ráp Papier de verre Abrasive paperGi ng gió Contreventlement Wind bracingGi ng chìm Caisson CaissonGi ng chìm áo v a sét Caisson a paroi en boue-ciment Betonnite lubricated caissonGi ng chìm p o Caisson sur batardeau provisoire Caisson on temporary

cofferdamGi ng chìm bê tông úc t ich

Caisson conlee en situ Cast-in-place concrete caisson

Gi ng chìm ch n i Caisson flotable Floating caissonGi ng chìm h i ép Caisson a air comprime Air caissonGi i h n c t tr t Limite du cisaillement Shear limitGi i h n àn h i limite étastique Elastic limitGi i h n àn h i qui c Limite conventionnelle

d’elasticiteConventional elasticity limit

Gi i h n phá h y c a c tthép d ng l c

Limite de rupture de l’acier deprecontrainte

Rupture limit of the prestressedsteel

Gi cho c nh Fixation FixationGi cho c nh vào vánkhuôn

Fixation au coffrage Fixation on the form

Ghi c a ng s t AiguilleGi cho thông tuy n ng Assurer le fonctionement du

traficKeeping the line operating

Gi c nh u c t thép Bloquer l’extremite desarmatures

... to fixe the ends ofreinforcement

Góc ma sát trong Angle de frottement interne Angle of interior friction dán (ván khuôn) Plywood ép Isoplane Laminate timber

Gradien nhi t Gradient thermique Thermal gradienti b ng ch t d o cán Appui en elastomere frette Laminated elastomeric bearingi biên (m c u) Appui d’about End supporti cao su Appui neoprene Rubber bearing, neoprene

bearingi c u Apparei d’appui Bearingi c nh Appui fixe, Appareil d’appui

fixeFixed bearing

i con l n Appui a rouleaux Roller bearingi di ng Appui mobile, Appareil d’appui

mobilMovable bearing

i ki u c khí Appui mecanique Mechanical bearingi têtrôn Appui tetron Tetron bearingi trung gian (tr c u) Appui intermediaire Intermediate supporti tr t có h ng d n Appui guide glissant Guided slipping bearingi tr t t do Appui glissant libre Slipping bearing


______________

22

i cao su Elastomatric bearingi h p ch t d o Elestomatric pot bearingi con l n Roller bearing

Gia t c tr ng tr ng Acceleration due to gravityi b n thép Plate bearing

H

l u Aval Downstream sideHàm l ng Teneur, dosage Content, DosageHàm l ng c t li u Dosage en granulats Aggregate contentHàm l ng thép trong bêtông c t thép

Pourcentage d’acier Steel percentage

Hàm l ng xi m ng Dosage en ciment Cement contentHàn Soudage WeldHàn ch m Soudure par points Spot-weldHàn t i công tr ng Soudure sur chantier Fild-weldHàn trong x ng Shop weldingHàng rào ch n an toàn Glissière Safety railingHàng rào ch n b o v

ng xe ch y trên c u... Vehicular railing, traffic railing

Hàng rào ch n b o vng xe p trên c u

... Bicycle railing

ng, ph n h ng Encorbellement (partieencorbellement)

Cantilever

l u Down stream end cáp 1 m t ph ng Single plane system of cables cáp 2 m t ph ng Two plane system of cables cáp 2 m t ph ng nghiêng Two unclined plane system of

cables m t c u Platelage Bridge floor s an toàn Coefficient de securite Safety factor s an toàn t ng ph n Coefficient partiel de securite Partial safety factor s dãn dài do nhi t Coefficient de dilatation

thermiqueCoefficient of thermalexspansion

s gi m m t c t thép Coefficient minorateur auxsections d’acier

...

s ng nh t Coefficient d’homogeneite Homonegeity coefficient s gi m kh n ng ch u

cCoefficient minorateur acapacite

Strength capacity reductionfactor

s không có th nguyên Coefficient sans dimension Dimensionless coefficient s l ch tâm Coefficient d’excentricite Excentricity coefficient s ma sát do cong Coefficient de frottement

angulaireFriction curvature coefficient

s ma sát trên nth ng

Coefficient de frottementlineaire

Friction linear coefficient

s ma sát tr t Coefficient de friction glissante Coefficient of sliding friction


______________

23

s m m c a các nh p Coefficient de souplesse destravees

Spans’ flexibility coefficient

s phân b ngang Coefficient de reparationtranversale

...

s s d ng Coefficient d’ulitisation ... s poát-xông Coefficient de poisson Poisson’s ratio s t i tr ng Coefficient de surcharge Load factor s tính i Coefficient d’equivalence Modular ratio s t h p t i tr ng ( ii ...)

Coefficient du combinaison descharges (pour)

Load combination coefficient(for ...)

s xét n tính liên t ca các nh p

Facteur de continuite des travees Continuity factor

s xung kích Impact factor s phân b Distribution coefficient s nhám Coefficient of roughness gi ng liên k t c a dàn Lateral bracing th ng siêu t nh Systeme hypestatique Hyperstatic system th ng thoát n c, s

thoát n cDrainage Drainage

th ng t nh nh Systeme isostatique Isostatic systemHi u ch nh Elalonnage, elalonnier ...Hi u ng nhi t Thermal effectHi u ng th y tri u Buoyancy effectHình d ng trái xoan, hìnhoval

Oval Oval

Hình v t ng th Vue d’ensemble General viewDurcissement du beton Durcissement du beton Concrete hardningHóa c ng trong u ki nbình th ng

Durcissement en normalecondition

Hardening under normalcondition

Hoàn công Achevement des travaux ...Ho t t i Charge mobile Live load, moving loadHo t t i tác d ng trên v a hè Charge mobile sur trottoir Sidewalk live loadHo t t i t m th i Surcharge mobile provisoire Live loadHo t t i r i u t ng

ngEquivalent distribuled live load

s m u, tài li u h ngn

Dossier pilote Typical document

s thi công Dossier d’execution Construction document s u th u Formal tendern h p ã tr n Mixingp ng Contrat Contract, agreementp ng chuyên gia Contrat d’expertise Expertise contractp ng cung c p Contrat de fourniture Supply contractp kim Alliage Alloyp long Clavage Closurep l c Resultantp l c dính Resultant of cohesionp l c ma sát Resultant of friction


______________

24

p l c b ng không Zero resultant h ng (h h ng c c b ) Dammage locale, Default locale Damage (local damage)

ng gió Direction ventee Wind directionng lên phía trên Ascendante Upward

K

Keo epoxy Colle epoxy Epoxy resinKeo t ng h p Colle synthetique Synthetic resinKeo c ng Mettre en tension PrestressingKðo c ng c t thép t ngph n

Pretension partielle Partial prestressing ...

Kðo c ng c t thép theo t nggiai n

Pretension par étapes Prestressing by stages

Kðo c ng không ng th i Non-simultaneite de mise entension

Non-simultaneity of jacking

Kðo c ng quá m c ... OverstressingKðo dài c t thép Prolonger les armatures To extend reinforcementKðo thu n túy Traction simple Simple tension

t c u bên d i Infrastructure Substructuret c u bên trên Superstructure Superstructuret c u d ng l c liên h p Construction composite

précontrainteComposite prestressedstructure

t c u d ng l c li n kh i Construction precontraintemonolithe

Monolithic prestressedstructure

t c u úc bê tông t i ch(d m, b n, c t)

Structure coulée en site(poutre,dalle,colone)

Cast in situ structure (slab,beam, column)

t c u c liên k t b ngbu lông

Structure boulonné Bolted construction

t c u c liên k t hàn Structure soudé Welded constructiont c u hi n có Structure existante (beton

existant)Existing structure (Existingconcrete)

t c u khung, s n Ossature Structuret c u liên h p thép – bê

tông c t thépOssature mixte acier – beton Composite steel and concrete

structuret c u nh p c u Bridge deckt c u nh p Ossature Deskt c u nh p b n có l r ng Tablier en dalle elegie Hollow slab deckt c u nh p b n liên t c Tablier en dalle continue Continuous slab deckt c u nh p có nhi u s nm ch

Pont à multipli poutres Multi-beam deck, multi-beambridge

t c u siêu t nh Hyperstatique structure Statically indeterminatestructure

t c u t ng ch n Retaining structuret c u ph n trên Superstructuret c u ph n d i Substructuret c u li n kh i Monolithic structuret qu th nghi m c u Resultat d’experimentation du Bridge test result


______________

25

pontt tinh Crystallize

Kh n ng ch u c t c a m tt

Capacité de cisaitlement de lasection

Shear capacity of the section

Kh n ng ch u l c ã tínhtoán c

Capacité résistante calculée Computed strength capacity

Kh n ng ch u t i Capacité de charge Load capacity, Load-carryingcapacity

Kh n ng ch u t i c a c c Capacite portanye de pieu Supporting power of pileSupporting capacity of pileLoad-carrying capacity of pile

Kh n ng ch u t i c a c ctheo v t li u c a c c

Capacité portante du pieu parmateriau de structure

Load capacity of the pile as astructural member

Kh n ng ch u t i c a c ctheo t n n

Capacité portante du pieu par solde fondation

Load capacity of the pile totransfer load to the ground

Kh n ng ch u t i c a tn

Capacité portante du sol defondation

Bearing capacity of thefoundation soils

Kh n ng h p th (làm t t)dao ng

Capacité absorbante Vibration-absorbing capacity

Kh n ng tiêu n c Discharge capacityKh c Encoche ...Kh o sát InvestigationKh o sát c u Investigation for bridgesKh o sát a hình Reconnaissance topographique Topographic surveyKh o sát th y l c Investigation hydraulique Hydraulic investigationKh o sát th y v n Investigation hydrologique Hydrologic investigationKh u thoát n c Travée d’ècoulement d’eau Waterway openingKhe bi n d ng cho c u Joint de chaussere Expansion joint for bridge,

Road jointKhe co dãn, khe bi n d ng Joint de dilatation Expansion jointKhe n i Joint JointKhe n i thi công, v t n i thicông

Joint de construction Erection jiont ...

Khoan Percer, percerment TosbouKhoang Panneau ...Kho ng cách Espacement Spacing, distanceKho ng cách gi a các bánhxe

Espacement des essieux Wheel spacing

Kho ng cách gi a các c tai trong s n d m

Longitudinal espacement entredes armatures

Longitudinal spacing of theweb reinforcement

Kho ng cách gi a các c tthép d ng l c

Espacement d’acierprécontrainte

Spacing of prestressing steel

Kho ng cách gi a các d m Espacement des poutres Girder spacingKho ng cách gi a các d mngang

Espacement des entretoises Diaphragm spacing

Kho ng cách gi a các m uneo

Espacement des blocksd’ancrage

Anchorage spacing

Kho ng cách gi a các tr Espacement des piles Pier spacing


______________

26

uKho ng cách gi a các tr cxe

... Axle spacing

Kho ng cách tr ng (nh ptr ng)

Espacement libré Clear span

Kho ng cách t tâm ntâm c a các...

Distance du centre au centre des...

Distance center to center of ...

Kho ng cách t tim n tima các d m

Distance du centre au centre despoutres

Distance center to center ofbeams

Khô Sec (seche) DryKh i b n m t c u úc s n Tablier préfabriqué Deck panelKh i u neo Bloc d’ancrage End blockKh i t p (sau m sau

ng ch n)Backfill

Kh i t tr t Sliding massKh i neo, u neo (có lchêm vào,t vào neo)

Bloc d’ancrage, Tête d’ancrage Anchorage block

... không thay i d c nh p ... constante tout le long de latravee

... constant alongthe span

Kh i xây l n c Massif MassiveKh i u d m Enol blockKh i xây á Stone masenryKh gi i h n thông thuy n Clearance for navigationKh ng s t Raiway gauge, Width of trackKh ng h p Narrow gaugeKh i công Demarage du chantier ...Kh i công xây d ng Demarrage des travaux ...Kh p n i, ch t n i Articulation HingeKhu v c ch u kéo c a bêtông

Zone de tension du beton Tension zone in concrete

Khu v c neo Zone d’ancrage Anchorage regionKhu y tr n Brasser, brassage to mix, M xingKhuôn hình chóp c t o

s t bê tôngCone d’abrams Abraham’s cones

Khung Charpente Frame

Khung ki u c ng (khung)

Portique ouvert Open frame

Khuy t t t n d u Vice cache Hidden defectKhuy t t t c a công trình Vice de construction Structural defectKhuy t t t l ra (trông th y

c)Vice apparent, Defaut apparent Apparent defect

Kích Verin JackKích có b ngàm gi cáp phía tr c

Verin a prise frontale ...

Kích có b ngàm gi cáp phía sau

Verin a prise arriere ...

Kích d t, kích a Kích y Verin plat, Verin à pousée Flat jack, Pushing jack


______________

27

Kích kéo c ng cáp cónhi u bó s i xo n

Verin multitoron Multistrand jack

Kích kéo c ng m t bó s ixo n

Verin monotoron Monostrand jack

Kích 2 tác d ng có pistôngtrong

Verin a double effet à pistoncreux mobile

...

Kích t o d ng l c Verin de tension Prestressing jackKích th y l c Verin hydraulique Hydraulic jackKích th c bao ngoài Dimension hors-tout Overall dimensionKích th c danh nh Dimension nominale Nominal sizeKích th c tính b ngmilimet

Cotes en mm ...

Kích tr t trên teflon Verin glissant sur téflon Sliding jack on teflon s th c hành Practising engineer thu t c u Bridge engineering

Ki m tra (ki m toán) Verifier, la verification Control, checkingKi m tra ch t l ng bê tông Contrôle de qualité du beton Checking concrete qualityKi m tra nghi m thu Controle de reception Reception controlKi m tra th c nghi m Verification experimentale ...Ki m tra trong quá trình s nxu t

Controle en cours de fabrication Production supevision

Ki u c u Type de pont Bridge typeKý hi u Notation Notation

s c v n Ingénieur conseil Consulting engineer

L

Làm ch m l i Retarder ... to retardLan can Hand railLan can trên c u Garde-corps RailingLàn xe Voie Lane, traffic laneLàn xe thi t k Voie projetee Design laneLao c u Lancement, lancier LauchingLao ra b ng cách tr t Lancement par gissement Launching by sliding

y m u th Echantionnage Probingp k ho ch thi công Planification des travaux Work planingp d ng Montage Erectionp t thi t b Installation Installationch tâm Excentre Excentred

Liên k t, n i Liaison, Assemblage Joint, Connection, SpliceLiên k t bu lông Connection par boulon Bolted spliceLiên k t c ng Liaison rigide Rigid connectionLiên k t m m Liaison souple Flexible connectionLiên k t tr t Connection glissant Sliding jointLiên k t ch t Pinned jointLi n kh i Monolithe MonolithicLõi hình xo n c trong bó

i thépSpirale Center spiral


______________

28

Lõi nêm neo (hình chóp c t) Clavette Male conep ph m t c u Wearing coatp lót m t n n ng Subbasep cách n c Chape étanchéité Waterproofing membrane

b m v a vào ngch a cáp

Trou d’injection Grout hole

hình chóp c t Trou conique Conic hole m ng Mortaise ... th ng, l khoan Trou Hole

Lún Tassement, Affaissement Settlementc Forcec ly tâm Centifugal forcec d c Longitudinal forcec do dòng n c Water current forcec do cong ng và l ch tâm ng

Forces due to curvature andeccentricity of truck

c lên lan can Forces on parapetsc do sóng Wave forcec ng t Seismic forcec y ngang chân vòm Horizontal thrustc c t tr t n m ngang Horizontal shearc c t th ng ng Vertical shearp Nappe Layerp bê tông b o h Enrobage Protective concrete cover

Cover to reinforcemontp c t thép bên d i Nappe inferieure d’armature Lower reinforcement layerp m k m Zingage, Revetement de zinc Zinc coveringp n c Nappe d’eau Water layerp phòng n c (l p cáchc)

Etancheite, Couche d’etancheite Water procfing layer

p ph m t v a hè Revetement de trotloir Side walk covernh v c áp d ng Domaine d’application Application field l ch s ... Historical flood l t Innondation Flood thi t k Innondation historique Design flood

Lu n cáp qua Passage du cable Cable passingLu n cáp vào kích Enfilage de torons dans le verin ...

c c t Effort tranchant Shear forcec c t do ph n bê tông

ch uCisaillement supporte par lebeton

Shear carried by concrete

c c t do t nh t i Cisaillement par chargepermanente

Shear due to dead load

c c t do ho t t i Cisaillement par charge mobile Shear due to live loadc c t ã nhân h s Effort tranchant factorise Factored shear forcec c t n m ngang Effort tranchant horizontal Horizontal shearc c t th ng ng Effort tranchant vertical Vertical shearc do dòng n c ch y tácng vào m tr

Force du courant d’eau sur lapile (le culee)

Force from stream current onpier(abutment)


______________

29

c do nhi t Force thermique Thermal forcec d c Effort longitudinnale Longitudinal forcec d c tr c Effort axiale Axial forcec y,l c y ngang Poussee Pressurec y n i Flottaso Buoyancyc ng Effort dinamique Dinamic forcec ng t Effort seisemique Earthquake forcesc h ng tâm Force radiale Radial forcec kích ( kéo c ng c t

thép)Effort de traction du verin Jacking force

c l t Force Overturning forcec ly tâm Force centrifuge Centrifugal forcec nén c c b Effort de compression locale Local compresionc tác d ng t phía bên Force laterale Latenal forcec t p trung Effort concentre Concentrated forcec tính Effort statique Statical forcec va d c c u (ngang

sông)Chocs lateraux (choc lateral) ...

c va ngang c u(d c sông) Chocs frontaux (choc frontal) ...c va ch m Choc Impactc va ch m do ng

không uChoc par irregularite de la voie Impact due to track irregular

c va ch m do xe ch y l c Choc du materiel roulant Rolling impact

c xi t bu lông Effort de serrage ...i c t thép s i hàn Grille d’armature soudee Welded wire fabric, Welded

wire meshi t a qu c gia National coordinate grid

c kéo Effort de traction Tractionu l ng thi t k Debit de calcul Design volum

Lý thuy t d m Theorie de la poutre Beam theoryLý thuy t n a xác su t Theorie semi-probabiliste Semi probability theory

Lý thuy t xác su t v antoàn

Theorie probabiliste de lasecurite

... Probability theory of safety

Lý thuy t t bi n tuy n tính Theorie de fluage liniaire Theory of linear creepLý trình ( lý trình X) Point kilometrique (au X) ...

MMa sát Frottement FrictionMa sát tr t Friction glissante Sliding frictionMa tr n c ng Stiffness matrix

k m, l p m k m Zingage Zinc coveringMái d c Pente SlopeMao d n Capillaire ...Mát-tít Mastic MasticMát tít bi tum Biturninous mastic


______________

30

Máy b m v a l p lòng ngch a cáp

Pompe d’injection Grout pump

Máy cao c (máy th ybình)

Niveau Levelling instrument

Máy c t c t thép Coupeuse Cutting machineMáy y cáp vào trong ngch a cáp

Machine a pousser les torons Pushing machine

Máy o ghi dao ng Oscillographe OscillographMáy o l p bê tông b o h

t thépAppareil de mesure de la couched’envelope

Cover-meter, Rebar locator

Máy khu y Agitateur Agitator ShakerMáy nén m u th bê tông ... Crushing machineMáy th kéo Appareil d’essai de tension Tensile test machineMáy th m i Appareil d’essai de fatigue Fatigue test machineMáy tr n v a Malaxeur, Melangeur Grout mixer

t mát do co ng n àn h i Perte due au raccourcisementelastique

Lost due to elastic shortening

t mát do co ngót bê tông Perte de tension due au retrait dubeton

Loss due to concrete shrinkage

t mát do ma sát Perte de tension par frottement Friction loosest mát do t bi n bê tông Perte de tension due au fluage du

betonLost due to relaxation ofprestressing steel

t mát do t chùng c tthép d ng l c

Perte de tension due à larelaxation de l’acier

Lost due to relaxation ofprestressing steel

t mát d ng su t Perte de tension Loss of pressed (pressedlosses)

t mát d ng su t dobi n d ng t c th i c a bêtông khi kéo c ng các cáp

n l t (không ng th i)

Pertes par deformationinstantanee du beton lors de lamise en tension non simultaneede plusieurs cables

Loss due to concrete instantdeformation due to non-simultaneous prestressing ofseveral strands

t mát d ng su t lúc tu neo

Perte de tension à l’ancrage,Perte par rentree l’ancrage

Loss at the anchor, Loss due toanchor slipping

t n nh mái d c Slope failureu th kh i vuông bê tông ... Test cube, cubet b ng, k ho ch Plan Plant b ng v trí công trình Plan de masse Land planingt bích, cái bích n i ng Bride ...t c u b n tr c h ng Orthotropic deckt c u không ba lát Without balasted floort c u BTCT có balát Balasted reiforced concrete

gleckt c t bê tông ch a b n t Section non-fissuree du beton Uncracked concrete sectiont c t bê tông ã b n t Section fissuree du beton Cracked concrete sectiont c t ch u l c b t l i nh t Section la plus sollicitee The most sollicited sectiont c t ch nh t Section rectangulaire Rectangular sectiont c t ch T Section en Te T sectiont c t ch T ng c Section en Te inverse Inverted T sectiont c t có b n cánh (m t Section a ailes (T,I, caisone) Flanged section


______________

31

t T, I, h p)t c t có momen c c i Section a moment maximal Section of maximum momentt c t d c Profil en long Longitudinal sectiont c t c Section plein Plain sectiont c t a ch t Coupe geologique Soil profilet c t c xét Section examinee Considered sectiont c t gi a nh p Section mediane, Section en

travéeMidspan section

t c t hình nh n Section circulaire Circular sectiont c t hình h p tam giác Trapezcidal box sectiont c t khoét r ng Section creuse Voided sectiont c t liên h p Section composite Composite sectiont c t ngang Section tranversale Cross sectiont c t ngang dòng n c Section perpendiculaire au

courantStream cross section

t c t g i Section at supportt c t gi a nh p Cross section at mid spant c t trên g i Section sur appui ... On-bearing sectiont c t vuông Section carree Square sectiont ngoài công trình Parement des ouvrages ...t tr t Surface of slidingt tr t tròn Circular sliding surfacet tr t g y góc Wedge-shaped sliding surfacet phá ho i Failure surfacet phá ho i cong Curved failure surfaceu neo Ancrage Anchorageu th i di n Eprouvette Representative spicementu th bê tông hình tr Cylindre Cylinder, Test cylinderu th ki m tra Eprouvette de controle Test example

u th ki m tra trongquá trình thi công

Epreuve de controle en cours detravaux

Test example during execution

u th l y ra t k t c uth t

Epreuvette prise de la structure Sample taken out from theactual structure

Mép h ng c a b n Cote non-supporte de la dalle Unsupported edge of the slabMóc câu ( u c t thép) Courbure de barre, Crochet Hook

i Fatigue Fatiguei r Corrosion fatigue Corrosion fatigue

Móng Foundation FoundationMóng c c Fondation sur pieux Pile foundationMóng c ng BeddingMóng nông Fondation superficielle FootingMóng sâu Fondation profondee Deep foundation

n u th u Opening the tender r ng m t c u Wedening of the deck

Mô- un bi n d ng Module de deformation Modulus of deformationMô-dun bi n d ng d c t cth i c a bêtông

Module de deformationlongitudinale instantanée du

Young modulus of concrete(modun young)


______________

32

betonMôdun có hi u qu Modle effectif Effective modulusMô- un àn h i Module d’elasticite Modulus of elasticityMô men c c h n Moment ultime Ultimate momentMô men d c theo nh p ng n

a b nMoment along sherter span

Mô men u n Moment flechissant Bending momentMô men u n do ho t t i Moment flechissant du

auxcharges variablesLive load moment

Mô men u n trên 1 n vchi u r ng c a b n

Bending moment per unit

Mô men gây n t Moment de fissuration Cracking momentMô men gây xo n Momen de la torsion Twist momentMômen gi ch ng l t Moment retenant Righting momentMô men g i theo nh p dài

a b nSupport moment

Mômen kháng u n c a m tt

Module de la section Section modulus

Mômen kháng u n c a m tt i v i th trên cùng

(d i cùng)

Modul de la section par rapport ala fibre superieure (inferieure)

Section modulus with respectto top (bottom) fibers

Mômen kháng u n c a thtrên cùng i v i tr ng tâm

t c t

... Section modulus of top fiberrefered to center of gravity

Mô men l t Moment bouleversant Overturning momentMô men th c p do d ng

cMoment secondaire du a laprecontrainte

Secondary moment due toprestressing

Mô men ã nhân h s Moment factorise Factored momentMô ment quán tính Momen d’inertie Moment of inertia

Mô men siêu t nh do d ngc

Moment hyperstatique deprecontrainte

...

Mô men t nh c a ph n m tt bên trên (ho c bên

i) c a th ang xét ch ut l y i v i tr c trung

hoà

Moment statique de la sectionsus (ou au dessous) du niveau enexamination du cisaillement parrapport a l’axe neutre

Statical moment of crosssection are about (or below)the level being investi-gatedfor shear about the centriod

Mô men t nh nh do dng l c

Moment isostatique deprecontrainte

Hypestatic moment ofprestressing

c u Culee, appui d’extemite Abutment, end support ki u tr ng l c Culee massive les appuis Gravity abutment tr c u (nói chung) Supports

Mô t Description Description r ng c a s n d m Elargissement de l’ame Widening of webc tr c c Point de repere Fix point

Môi tr ng Environnement (l’ambiance) EvironmentMôi tr ng n mòn Milieu agressif, ambiance Corrosive environment

agressive


______________

33

i hàn Saudurei hàn theo chu vi Peripheral weldi n i cáp d ng l c kéo

sauCoupleur Coupler (coupling)

i n i ch ng lên nhau c at thép

Plaque de recouvrement Lap

i n i h p long ( n h plong)

Joint de clavage Closure joint

i n i hi n tr ng Connexion au chantier Field connectioni n i hi n tr ng b ng

bu lông c ng caoConnexion au chantier parboulon a haut resistance

Field connection use highstrength bolt

t cách i x ng Symmetriquement Symetricallyt cách r i u Uniformement reparti Uniformly c c, m u c c Avant pieu Pile cap

Mui luy n, khum Bombement ...i c c Pointe du pieu Pier nosec n c l cao nh t Highest flood levelc n c t n su t 1% Niveau a 1% de frequence ...

NNách d m,vút cánh d m Haunch,Tapered haunchNâng lên (s nâng lên) Soulever (le soulevement) LiftingNén b p c c b ( ch t

i)Ecrasement local Local crushing

Nén thu n túy Compession simple ... Pure compressionNeo (c a d m thép liên h p

n BTCT)Connecteur Connector

Neo c a d m liên h p Shear connectorNeo c ng Rigid connectorNeo b ng thép góc có s n

ng c ngStiffened angles

Neo m m Flexible connectorNeo ki u inh StudNeo ch ngNeo d ng thanh th ng ng

n i 2 ph n bê tông c tthép khác nhau

Ancrage vertical reliant deuxparties differaents du beton arme

Vertical-tie

Neo ki u inh (c a d mthép liên h p bê tông)

Connecteur goujons Stud shear connector

Neo ki u thép góc Connecteur cornieres Corner connectorNeo ng m (n m trong bêtông)

Ancrage noye, Ancrageincorpore au beton de l’ouvrage

...

Neo ngoài Ancrage exterieur Exterior anchorNeo nh l c dính bám Ancrage par adherence Anchor by adherenceNeo quai, neo vòng Connecteur arceaux ...Neo th ng Ancrage passif Passive anchorNeo trong Ancrage noye Internal anchor


______________

34

Neo trong t (dùng chom, t ng ch n)

Acrage dans le sol Ground anchor

n á Roche mere Rockn t c a ng Subgraden ng ào Deblai Excavationn ng p Remblai Embankment

Ng n h n (t i tr ng ng nn)

... Short-term (short load)

Nghi m thu Acceptation AcceptanceNghiên c u s b tr c Etude prealable Preliminary studyNgo i l c Effort exterieu, Sollicitation

exterieureExternal force

Ngu n cung c p v t t , máymóc

Fournisseur Provider

Nguyên nhân h h ng Cause de degat Cause for deterioratioNg i g i th u Adjudicateur OwnerNg i nh n th u, nhà th u(bên B)

Adjudicataire Contractor

Ng ng an toàn t i thi u ... Minimum safety marginNhà kho có mái che ShedNhào tr n Gacher MixNhân công, ti n công th Main d’oeuvre Labour,(Labour cost)Nh n th u Prendre en adjudication ...Nhi t d ng h bê tông Temperature de cure Curing temperatureNhi t gi nh lúc l p ráp Temperature supposee au

moment de montageAssumed temperature at thetime of erection

Nhi t không khí Temperature ambiante Air temperatureNh p, kh u Travee SpanNh p chính l n Majlor spanNh p eo Travee suspendue Suspended spanNh p g i gi n n Travee independante Simply supported spanNh p liên t c Travee continue Continuous spanNh p neo Anchor spanNh p thông thuy n Navigation spanNh p t nh không Portee libre Cloar spanNhóm c c Groupe de pieux Group of pilesNhóm c t thép Groupe de l’armature (paquet

d’armature)... Reinforcement group

Nh b t lên ... UpliftNhúng kim lo i trong k mnóng ch ng r

Galvanisation au chaud,Galvaniser

Galvanisation

Nh c m Point faible Drawbacki các n cáp d ng

c kéo sauCouplage toron par toron Connection strand by strand

i ch ng Recouvrement Overlapi c t thép d ng l c ... Cauplingi dài c c Dile splicingi ghép, n i dài ra Assemblage, recouvrement Splice


______________

35

i l c Solicitation ...i kh p Articuler ... to connect by hingei ng Manchon, raccord ...i ti p nhau Successive Successivei suy tuy n tính Interpolation to interpolate linearly

Nút (trong m ng l i) Noeud NodeNút neo (chêm trong m uneo d ng l c)

Mor, clavette Anchoring plug

Nút neo chêm s n trongu neo th ng

Clavette prebloquec Preblocked plug

c tr n Mixing waterc m t Eau de surface ...c ng m Eau souterraine Subsoil water, Underground

watert Fissuration Crackingt nghiêm tr ng ... Severe cracking

Ô

m u trên b m t bê tông Efflorescence Efflorescenceng b ng polyetylen m t

caoConduit en polyethylene a hautedensite

Hight density

ng ch a c t thép d ngc

Conduit, tube polyethylene duct Duct

ng có r nhánh Culotte ...ng c ng Buse Culvertng m m (ch a cáp, thép

L)Gaine Flexible sheath

ng loe c a m u neo trongt c u d ng l c kéo sau

Trompette, guide Trumpet, guide

ng thép hình tròn Tube ronde (d’acier) Round steel tubeng thép nh i bê tông Tube rempli de beton concrete Steel pipe filled withn nh mái d c Slope stabilityn nh khí ng l c c au

Aercdynamic Stability ofbridge

gi a nh p à mi – portee At mid – span nh p At quarter point

PPhá ho i Rupture FailurePhá h y Destruction ...


______________

36

Ph m vi Domaine Scop, fieldPh m vi an toàn Domaine de securite Safey fieldPh m vi áp d ng Domaine d’application Field of applicationPh n l c Reaction ReactionPh n l c g i Reaction d’appui Support reactionPhân b áp l c Repartition de pression Pressure distributionPhân b d c c a t i tr ngbánh xe

Repartition longitudinale descharges d’essieur

Longitudinal distribution of thewheel load

Phân b l i Redistribution ...Phân b l i n i l c Redistribution des efforts Internal force redistributionPhân b l c gi a Repatition des efforts entre ... Force distribution betwween ...Phân b ngang Repartition laterale Transverse distribution, Lateral

distributionPhân b ngang c a t i tr ngbánh xe

Repartition laterale des chargesd’essieur

Lateral distribution of thewheel loads

Phân b t i tr ng Repartition des charges Load distribution, distibutionof load

Phân b theo chi u d c c abánh xe

Repartition longitudinale descharges d’essieur

Longitudinal distribution ofwheel loads

Phân b tuy n tính Distribution lineairement Linear distributionPhân b ngang t i tr ng Trausverse load distributionPhân b ng su t Distribution des efforts Stress distributionPhân t ng khi bê tông SegregationPhân tích d i h u h n Fnite strip analysisPhân tích k t c u Structural analysisPhân tích àn h i ( i v i

t c u)Analys elastique Elastic analysis

Phân tích thành ph n h ta v t li u

Analyse granulometrique desmateriaux

Material grading, Size grading

Ph n b c thép gia c m ic

Sabot de pieu Pile shoe

Ph n ng xe ch y Chaussee RoadwayPhòng thí nghi m Laboratoire LaboratoryPhòng thi t k le bureau d’ etudes ...Ph gia Adjuvant AdmixturePh gia ch ng th m ... Waterproofing admixturePh gia ch m hóa c ng bêtông

Retartadeur Retarder

Ph gia hóa ch t Chemical admixturePh gia puzolan Adjuvant puzzolanique Puzzolanic admixture,

Puzzolanic materialPh gia t ng nhanh hóa

ng bê tôngAccelerateur Accelerator, Earlystrength

admixturePh tùng Accessoire AccessoriesPhun bê tông khô Projection par voie seche Dry gunitingPhun bê tông t Projection par voie monillee Wet gunitingPhun m kim lo i b o vch ng r

Metallisation Metalisation


______________

37

Phun v a l p lòng ng ch at thép d ng l c

Injection des coulis Grouting

Ph ng án Altenative,OptionPh ng pháp d ng h bêtông

Procede de cure du beton Method of concrete curing

Ph ng pháp kéo c ng saukhi bê tông

Procede de tension posterieure Posttensioning (apresbetonage)

Ph ng pháp kéo c ngtr c khi bê tông

Procede de tention auterieure Pretensioning (avant betonage)

Ph ng pháp ki m tra b ngdòng xoáy

... Eddie current testing

Ph ng pháp ki m tra b ngphát quang

Methode de controle fluorescent Fluorescent method

Ph ng pháp ki m tra b ngth m ch t m u

Methode de controle parimpregnation de coloris

Dye penetrant examination

Ph ng pháp ki m tra b ngtia phóng x

Methode de controle parradiation

Radiography method

Ph ng pháp ki m tra b ng tr ng

Methode de controle parparticules magnetique

Magnetic particle examination

Ph ng pháp lao t ng t,ph ng pháp úc y

Procede de poussage Incremental lauching method

Ph ng pháp lao y d c Incremental push-launchingmethod

Ph ng pháp l p ghép Procede de montage Erection methodPh ng pháp phân tíchth ng kê

Methode de analyse statistique Statistical method of analysis

Ph ng pháp n i c c Splicing methodPh ng pháp s a ch a Procede de reparation Repair method

Ph ng pháp thi công h ng Procedé de construction enporte-a-faux, Procedé deconstruction par encorbellement

Canlilever cosntruction method

Ph ng pháp th Methode d’essai Test methodePh ng pháp th b ng siêuâm

Methode d’essai par ultrason Utrasonic testing

Ph ng pháp th có pháy m u

Methode d’essai destructif Destructive testing method

Ph ng pháp th không pháy m u

Methode d’essai non-destructif Non-destructive testing method

Ph ng pháp th c nghi m Methode empirique Empirical methodPh ng pháp xây d ng Procede de construction Method of construction,

Construction method

QQuá m c, (bi n d ng quá

c)Excessive,(deformationexcessive)

Excessive (excessivedeflection)

Quá t i ... Over load


______________

38

Qu búa Mouton RamQui trình Code (reglement) Specification, CodeQui trình t i tr ng Cahier des charges Specification of loadingQuay Rotation RotationQuay t do trên g i Libre rotation sur appuis On-bearing free rotationQuy t nh thành l p Decision of establishing

RRãnh thoát n c ng m Egout sewerRãnh thoát n c n i Open channel

b m t Porosite superficielle Surface void

S

Sa th ch Gres ...Sai sót (không chính xác)trong thi công

Defauts de construction Inaccuracy in construction

Sai s cho phép (dung sai)trong thi công

Tolerance de construction Tolerance in construction

San n n,d n m t b ng Decapage, decapager ... to scrape, to graden ph m Produit Productn xu t Fabrication Production

Sau khi neo xong c t thépng l c

Apres realisation de l’ancrage After anchoring

Sau khi n t Apres fissuration After crackingSét Argile ClaySiêu cao Devers SuperelevationSiêu t nh Hyperstatique HypestaticSo le Alterne Altenate

i Gravier Graveli nh , s i p v n Gravillon Fine gravel b t n y trên súng th bê

tôngDurete Rebound number

li u th nghi m ... Test data b trí chung General layout

i n l (c t thép s i) Fil Single wine, Individual wiren Painture Paintn lót Impression Impression

Súng b t n y th c ng bê tông

Sclenrometre a beton Concrete test hammer

Suy thoái (lão hóa) Degradation (vieillissement) Degradation d ng Utilisation Use, Usagec ch u mômen danh nh Capacite portant de moment

nominaleNominal moment strength of asection

c ch u t i c a c c theo t Supporting capacity of soil forthe pile


______________

39

c ch u t i c a c c theo k tu

Structural capacity of pile

n (b n b ng c a m t c tI, T, h p)

Ame Web

n c ng d c (n m ngang) Horizontal raidisseur Longitudinal stiffenerng c ng ngang (th ng

ng)Raidisseur laterale (verticale) Transverse stiffener (vertical)

n t ng c ng ng c am

Vertical raidisseur Stringer

n vòm Areh rib

TTác d ng, tác ng Action ActionTác d ng b m t ... Surface actionTác ng bi n i Action variable Live loadTác ng c a ng t Action des seismes EarthquakeTác ng c a khí h u Action climatique ...Tác d ng c c b Action locale Local actionTác ng c a sóng Wave actionTác ng t ng h h m t

u v i dànDeck-Truss interaction

Tác ng mài mòn Action abrasif Abrasive actionTác ng vòm, hi u ngvòm

... Arch action

Tác d ng làm ch m l i Effect retardateur Delayed actionTác ng xung kích Impact effectTái nh c Resettlement

i tr ng bánh xe (t i tr ngtr c)

... Wheel load (Axle load)

i tr ng bi n i ít Charge variable faible ...i tr ng c c h n Charge utime Ultimate loadi tr ng d i ... Lane loading, Lane loadi tr ng do t p Load due to earth filli tr ng gió Charge du vent Wind loadi tr ng gió tác d ng lênt c u

Force du vent soufflant sur lastructure

Wind load on structure

i tr ng gió tác d ng lênho t t i

Force du vent soufflant sur lacharge mobile

Wind load on live load

i tr ng khai thác Charge d’ exploitation Working load (service load)i tr ng lan can Railing loadi tr ng môi tr ng Environmental loadi tr ng n ng b t th ng Charge lourde non-frequent Infrequent heavy loadi tr ng ngo i h ng Charge exceptionelle ... Exceptional loadi tr ng ng i i b Pedestrian loadi tr ng phân b u Charge repartie uniforme Uniformly distributed loadi tr ng quân s Charge militaire Military loadi tr ng tác d ng ng n h n Charge de courte duree Short-term load


______________

40

i tr ng tác d ng dài h n Charge de longue duree Long-term loadi tr ng t p trung Charge concentree Concentrated loadi tr ng thi công Charge appliquee en cours

d’executionConstruction load

i tr ng thi t k Charge projete Design loadi tr ng th Charge d’epreuves Test loadi tr ng t nh (t i tr ng

th ng xuyên)Charge permanente Dead load, Permanent load

i tr ng trên v a hè Charge sur trottoire Pedestrien loadi tr ng tr c Charge d’essieu Axle loading, Axle loadi tr ng t bên ngoài

(ngo i t i)Charege externe Eternally applied load,

External loadi tr ng t c th i Charge instatanee Instant loadi tr ng t ng ng Charge equivalente Equivalent loadi tr ng xây l p (trong lúc

thi công)Charge de montage, Charged’assemblage

Erection load

i tr ng xe ô tô v n t i Charge de camion Truck loading, Truck loadTán inh River, rivetage RevetedTâm nén Centre de pression ...

p u ki n u th u Cahier des charges Tender documentsp trung ng su t Concentration de tention Stress concentrationc ngh n ho t ng trên

tuy nEmbouteillage Operational bottlenecks on the

linec ng n c, nút b t ng Etanchement Water stopng c ng Reinforcer, Reinforcement to strengthen, to reinforceng c ng c u Reinforcement de pont Strengthening of bridgesng Tendeur ...

Thanh biên dàn ChordThanh biên trên c a dàn Top chordThanh biên d i c a dàn Lower chordThanh c ng TirantThanh ch ng chéo Contre-fiche ...Thanh c t thép ... Bar (reinforcing bar)Thanh gi ng Chainage TieThanh gi ng ngang Entretoise Braced memberThanh ng (c a dàn) Montant HangerThanh ng treo c a dàn Hip verticalThanh ng không l c c adàn tam giác

Inter mediat post

Thanh n m ngang song songa rào ch n b o v trên c u

(tay v n lan can c u)

Parapet Parapet

Thanh gi ng chéo m cth ng c a dàn

Top lateral

Thanh gi ng chéo m c ha dàn

Bottom lateral

Thanh gi ng ngang m cth ng c a dàn

Top lateral strut


______________

41

Thanh xiên c a dàn Main diagonalThành ph n bê tông Composition du beton Concrete compositionThành ph n n m ngang Composant horizontale ...Th ch cao PlasterTháo kích ra Relacher le verin to remove the jackThay i Change, Variation ChangeThay i m t cách tuy ntính

... varier linairement ... to vary linearly

Thay i nhi t Changement de temperature Temperature changeThay i trong ph m vi

ngTo vary over a wide range

Thay th kh n c p Remplacement immediat Immediate replacementTh m, thâm nh p Impregnation PenetrationTh m ch t cloride Impregnation de chloride Chloride penetrationTh m n c Impregnation d’eau Water penetrationTh m nh tr c ... theocách mà ...

Prequali fication in such amamner that

Theo trình t u tiên ... par ordre de priorite ... in order of priorityThép b n Tôle PlateThép b n có gân Tôle nervuree Ribbed plateThép các bon (thép than) Acier au carbone Carbon steelThép cán Acier lamine Laminated steelThép ch u th i ti t (không

n s n)... Weathering steel (need not be

painted)Thép ch ng r do khí quy n ... Atmospheric corrosion

resistant steelThép có t chùng thôngth ng

Acier a relaxation normale Normal relaxation steel

Thép có t chùng r tth p

Acier a tres base relaxation Low relaxation steel

Thép có tính ch t c bi t Acier a proprietes particulieres Steel with particular propertiesThép công c Acier rapite ...Thép c ng cao Acier de resistance superieure,

Acier à haute resistanceHigh strength steel

Thép d ng su t Acier de precontrainte Prestressing steelThép ã ram Acier recuit ...Thép ã tôi Acier trempe Chillid steelThép úc Acier moule Cast steelThép hình Profile Shape steelThép h p kim Acier allie Alloy(ed) steelThép h p kim th p Acier faiblement allie Low alloy steelThép k t c u Acier de structure Structural steelThép non (thép than th p) Acier doux Mild steel ...Thép t ng c ng Acier de renfort Strenghening steelThi công mà không làmng ng thông xe qua c u

Execution sans interruption dutrafic sur le pont

to carry out withoutinterrupting trafic flow on thebridge

Thi công th c hi n Executer mettre en place Execution


______________

42

(efcetuer)Thí nghi m Essai TestThí nghi m ki m tra t i ch Essai de controle en place ... Test in place, In-situ testThí nghi m nén v Essai d’ecrasement ...Thí nghi m nén v ch ôi(theo ng kính)

Essai d’ecrasement par fendage ...

Thích ng v i, thích nghii ...

Adaptation, Adapter to adapte, adaptation

Thi t b an toàn Dispositif de surete Safety deviceThi t b cân Weighing equipementThi t b kéo c ng Equipement de mise en tension Stressing equipmentThi t b neo gi Dispositif a tenons Anchoring deviceThi t b di ng bê tông Equipage mobile equipement Movable castingThi t b b m v a Equipement d’injection Grouting equipmentThi t b o Instalation de mesure ...Thi t b lao l p c u Equipement de lancement Handling equipmentThi t b phân ph i bê tông Equipement de repatition de

betonEquipment for the distributionof concrete

Thi t b thi công Equipement de construction Construction equipmentThi t b xây l p Equipement d’assemblage Erection equipmentThi t k Etude du projet, Conception,

DimensionementDesign, Conception

Thi t k c u ki n Member designThi t k s b Justification, Avant-projet Preliminary designThi t k theo h s t i tr ng Calcul par methode des facteures

de chargeLoad factor design

Thi t k theo ng su t chophép

Calcul par methode du tauxadmissible

Allowable stress design

Thi t k tính toán theong ngang

Tranverse design

Thi t l p, l p t, trang b Installtion InstallationThít tr t c a g i Sliding plateTích phân Mo Integrale de Mohr Integral of MohrTiêm v t n t Injection des fissures InjectionTi n hành, th c hi n ... to carry outTi n hành thi công Mise en oeuvre ExecutionTiêu chu n Standart, Norme, Regle Code, Standart, SpecificationThông báo u th u Avis d’appel d’offres Publish an anouncement of

preminiary selectionTh a thu n (chu n y) Agrement ApprovalThoát n c Drainage DrainageThoát n c d c Drainage longitudinale Longitudinal drainageThoát n c ngang ng ôtô

Drainage tranversale de lachaussee

Transverse drainage of theroadway

Th biên ch u nén Fibre comprime extrem Extreme compressive fiberTh d i Fibre inferieure Bottom fiberTh trên Fibre superieure Top fiberTh t d i (c nh) c a g i Base plate


______________

43

Th i m t t i Moment du chargement Loading timeTh i m kéo c ng c t thép Moment des operation de

tension moment de la mise endu cable

Prestressing time

Th i m truy n ng su t Moment de transmission d’effort Transfer of stress momentTh i gian bi u c a vi c bê tông

Plan d’execution du betonage Casting schedule

Th i gian bi u c a vi c l png

Plan d’execution de montage Erection schedule

Th i h n thi công th c t Delai de construction reel,Temps de construction

Actual construction timeeffectif

Th t c th m nh tr c Prequali fication procedureThuy t minh Notice descriptive ...Th nghi m c c Essai de pieu Pile testTh nghi m n lúc pháho i

Essai destructif Testing to failure

Th nghi m ông h c Essai dynamique Dynamic testTh nghi m không phá ho i Essai non-destructif Nondestructive testingTh nghi m k t c u Essai de structure Structural testingTh nghi m nhanh Essai accelere Accelerated testTh nghi m t i hi n tr ng Essai en site Field testTh nghi m trên mô hình ... Model testingTh trong phòng thínghi m

Essai de laboratoire Laboratory testing

Th nghi m v va p Essai de choc Impact testingTh nghi m v m i Essai de fatigue Fatigue testingTh t i (th nghi m ch u

i)Essai de charge Load test

Th t i hi n tr ng Load test at the siteTh c nghi m Experimentation ExperimentTh ng l u ( th ng l u

a)Amont Upstream side

Tim ng Centre lineTìm b ng cách x p x g n

úngTrouver par approximationssuccessives

... to fin by successiveapproximations

Tính n mòn Agressivete AgressivityTính ch t c h c Caracteristique mecanique Mecanical characteristicTính li n kh i Monolithisme MonolithismTính toán Justifier, Calculer to calculate, to compute

Calculation, ComputingTính toán b ng tay Calcul a la main Hand calculationTính toán bi n d ng Calculation de la deformation Deformation calculationTính toán do võng Calculation de la deflection Deflection calculationTính toán theo h s t itr ng

Calcul suivant les facteurs decharge

Load factor design

Tính toán theo t i tr ng khaithác

Calcul suivant la charge deservice

Service load design

Tính toán theo ng su t cho Calcul suivant la contrainte Allowable stress design


______________

44

phép admissiveTính toán theo tr ng tháigi i h n

Calcul suivant les etats limites Limit state design

Tính toán th y l c Analyse hydraulique Hydraulic analysicTính toán th y v n Analyse hydrologique Hydrologic analysicTình tr ng b o d ng duy tukém

Etat mauvais d’entretien Poor state of maintenance

nh t i b xung sau ... Additional dead loadnh không (kho ng tr ng) Gabarit Clearancenh không thông thuy n Gabarit de navigation Navigational clearancenh không thoát n c Ouverture Hydraulic clearancea Coordonnee Coordinate

Toán Abaque Abac h p t i tr ng Combinaison d’actions Load combination h p c b n (chính) Combination fondamentale Basic combinaison h p tai n n ( c bi t) Combination accidentalle Accidental combination h p hi m Combination rare Unusual combinaison h p th ng xuyên Combination permanente

(frequente)Permanent combinaison

h p h u nh th ngxuyên

Combination quasi-permanente Quasi-permanent combinaison

c thi công Vitesse de prise ...c thi t k Vitesse projete Design speedi u hóa Optimisation Optimisation

ng các góc u n c ang tr c c t thép d ng

c t u kích n m x

Deviation moulaire totale ducable sur la distance X du pointde tension

Total angular change of tendonprofile from jaching end topoint x

ng các góc u n nghiênga c t thép d ng l c

kho ng cách x k t m uneo

Deviation angulaire totale ducable sur la distance X

Total angular change of tendonprofile from anchor to point X

ng d toán Estimatif generale General estimationng h p v t t Bill of materialsng t i tr ng lên m i tr c

xe... Total load on all axies

i kéo Treuil ...Tr m thu phí giao thông Toll PlazaTrang trí n i th t Internal decorationTr ng thái ch a n t Etat non fissure Uncracked stateTr ng thái ã có v t n t Etat fissure Cracked stateTr ng thái Etat, Situation StateTr ng thái gi i h n Etat-limite Limit stateTr ng thái gi i h n c c h n Etat-limite d’ultime Ultimate limit stateTr ng thái gi i h n c c h n

n nh hình dángEtat limite ultime de stabilite deforme

...

Tr ng thái gi i h n khaithác

Etat-limite de service Service ability limit state


______________

45

Tr ng thái gi i h n m t nén Etat limite de decompression Decompression limit stateTr ng thái gi i h n hìnhthành v t n t

Etat limite de formation desfissures

Cracking limit state

Tr ng thái gi i h n v bi nng

Etat limite de deformation ...

Tr ng thái gi i h n v mng v t n t

Etat-limite d’ouverture desfissures

Cracking limit state

Tr ng thái gi i h n khaithác v m r ng v t n t

Etat-limite de service vis-a-visd’ouverture des fissures

Serviceability limit state ofcracking

Tr c d c Profil en long ...Tr m tích SedimentaryTr s danh nh Valeur nominale Nominal valueTr s g n úng Valeur approximative Approximate valueTr s khoán Valeur forfaitaire ...Tr s qui c Valeur conventionelle Conventional valueTr s trung gian Valeur intermediaire Intermediate valueTrong quá trình kéo c ng

t thép... During stressing operation

Tr ng l ng n ( t k tu)

Poids du segment Segment weight

Tr ng l ng b n thân Poids propre Self weight, own weight

Tr ng l ng riêng bê tông Poids volumique Concrete unit weight, densityof concrete

Tr ng tâm Centre de gravite Center of gravityTr ng l ng tính cho m t

n v di n tíchPoids surfacique Surface weight

Tr n, pha tr n Melange ... to mix, MixingTr c u Pile (appui intemediaire) Pier, Intermediate supportTr palê Palee Framed bentsTr palê c nh Palee fixe Fixed framed bentsTr palê trên phao n i Palee sur parge Framed bent on pontonTr c d c c a c u, Tim d c

uAxe longitudinale du pont Longitudinal center line of the

bridgeTr c trung tâm Axe passant par le centre Centroid liesTrung bình Moyenne AverageTr c giao, vuông góc v inhau

Orthogonal Ortthogonal

Tr c khi neo c t thép dng l c

Avant realisation de l’ancrage Before anchoring

Tr ng h p t t i Loading caseTr ng h p thông th ng Cas courant ...Tr t ... Glissement, slidingTu i c a bê tông lúc t o d

ng l cAge du beton lors de la mise enprecontrainte

Concrete age at prestressingtime

Tu i t t i Age de la mise en charge Age of loadingTu i th , b n lâu Duriabilite Durability

t lùi c a nút neo Rentree des clavettes Anchor slipping


______________

46

t tr t u c t thép dng l c trong m u neo

Recul a l’ancrage ...

Tùy theo yêu c u c a côngtrình

Selon les exigences de l’ouvrage ...

bi n Fluage Creep chùng Relaxation Relaxation

ng thích bi n d ng Compatibilyte de deformation Compatability of strains... t ng t i v i ... de meme pour ... ...Gi a thép và bê tông ... entre l’acier et beton ... between steel and concrete

ng cánh (vuông góc) Mur en retour Side wallng cánh (xiên góc) Mur en aile Wing wallng ch n Mur de soutenement Retaining wallng ch n có các t ng

ch ng phía sauMur de soutenement acontreforts

Counterfort wall

ng ch n có các t ngch ng phía tr c

Mur de soutenement a butee Buttressed wall

ng tr c c a t ng ch nt

Pieds droit (du mur desoutenement)

Stem

ng ch n t Ouvrage de soutenement Retaining wallng ch n ki u tr ng l c Mur de soutenement massif Gravity wall

Tuy n chính Main lineTuy n nhánh Branch line

l (trong b n v ) Echelle Scale l chi u dài nh p trên

chi u cao d m... Span/depth ratio

l gi a t nh t i và ho ti

... Dead to live load ratio

l hàm l ng c t thépth ng trong m t c t

... Ratio of non- prestressingtension reinforcement

l hàm l ng c t thép dng l c

... Ratio of prestressing steel

l n c/xim ng Rappot eau sur ciment Water/cement ratio l pha tr n h n h p bê

tôngPropotion de mixage Mix proportion

s c a các mô dun àni thép-bê tông

... Modular ratio

s ng tên/nh p c avòm

The rise – span ratio

tr ng c a v t li u ... Density of material

U

chuy n h ng Deviateur Deviator neo ngoài t thêm Bossage d’ancrage ...

n thu n túy Flexion simple Pure flexione


______________

47

ng l c Sollicitation Stressng l c tính toán Sollicitation de calcul Design stressng su t Contrainte Stress, unit stressng su t ban u Contrainte initiale, tension a

l’origileInitial stress

ng su t bê tông th tcáp d ng l c

Contrainte du beton au niveaudu cable

Concrete stress at tendon level

ng su t c t cho phép Contrainte de cisaillementadmissible

Permissible shear stress

ng su t c t tr t Contrainte de cisaillement Shear stressng su t cho phép Contrainte admissible Allowable stress, Permissible

stressng su t co ngót ... Shrinkage stressng su t có hi u Contrainte effective Effective stressng su t c t thép d ngc sát neo sau khi tháo

kích

Contrainte aupes du blockd’ancrage apres removal duverin

Stress at anchorages afterseating

ng su t dính bám Contrainte d’adherence Bond stressng su t do nhi t Contrainte thermique Thermal stress

ng su t do t h p t nh t i,ho t t i có xét xung kích

Contrainte combinee due auxcharges permanente, mobile etdynamique

Combined dead, live andimpact stress

ng su t àn h i c a c tthép d ng l c

Contrainte d’elesticite de laprecontrainte

Yeild point stress ofprestressing steel

ng su t gây n t Contrainte de fissuration Cracking stressng su t kéo Contrainte de traction Tensile stressng su t kéo ch Contrainte principle de tensile

stressDiagonal tension tractionstress, Principal strees

ng su t khai thác Contraint de travail Working stressng su t nén Contrainte de compression Compressive stressng su t phá h y b o m Contrainte de rupture garantie ...ng su t pháp Contrainte normale Normal stressng su t thép u kích

kéo c ngTension initiale au verin Steel stress at jacking end

ng su t thi t k Tension prevue dans le projet,Contrainte projete

Design stress

ng su t tính toán Contrainte de calcul Calculation stressng su t t nh t i Contrainte due a charge

permanentStress due to dead loads

ng su t trung bình Contrainte moyenne Average stressng su t t a (ép m t) d in m u neo

Contrainte de pression sous laplaque d’ancrage

Bearing stress under anchorplates

ng su t t c th i Contrainte instatanee Temporary stressng su t u n Contrainte de flexion Bending stressng su t v tung c a bê

tôngContrainte d’eclatement Bursting concrete stress

ng su t yêu c u (c a cáp Tension require (du cable) Required tension of the tendon


______________

48

ng l c)ng su t do c u l p Handling stresses

c l ng b ng lý thuy t Estimation theorique Theoretical estimationc l ng khoán c a cáct mát

Estimation forfaitaire des pertes ...

V

Va ch m, va p Choc ImpactVách ng n Cloison DiaphragmVai (ph n vát nh k t

u)Epaulement ...

Ván khuôn Coffrage Form

Ván khuôn di ng Charior de coulage Equipagemobile de betonnage

Movable form, Travling form

Ván khuôn áy Fond de moule ...Ván khuôn tr t Coffrage glissant Sliding form

t li u co dãn c (kimlo i)

Materiau ductile Ductile material

t li u c a móng Materiau de fondation Foundation materialt li u có tính hút m Moisture-absorptie materialt li u c ng cao Materiau a haut resistance High-strength materialt li u bao ph Materiau de recouvrement Covering materialt li u dòn Materiau fragile Fragil materialt li u ng ch t Materiele homogene Homogenous materialt li u ph b o v c t

thép D L kh i r ho c gi mma sát khi c ng c t thép

... Coating

t li u xây d ng Materiau de construction Construction materialy kim lo i Paillon ...t n t do c t Fissure par cisaillement Shearing crackt n t do u n Fissure par flexion Bending crackt n t ang phát tri n Fissure evolutive Crack in developementt n t ho t ng Fissure active Active crackt n t nh li ti Microfissure Microcrackt n t n nh Fissure stable Stable crackt n t th ng Fissure passive Passive crackt n t xuyên Fissure tranversante Through crack k thu t Drafting

Ví d tính toán Exemple de calcul Calculation example trí c u Location du pont Bridge location, Bridge

positiona hè trên c u Trottoir Sidewalk, footway

Vi c m k m Galvanisation GalvanizingViên á h p long c u vòm

áKey stone

b c polyetylen m t Gaine en polyethylene a haute HDPE sheath


______________

49

cao c a cáp d ng l c densite (PEHD) thép Envelope en acier Metal shell

Vòi n c Robinet ...Vòi phun v a Lance ...Vòm Arc, Voute ArchVòm n a tròn Semi-circular archVòm nhi u t Segmental archVòm n a elip Semi-eliptical archVòm parabol Parapolic archVòm nhi u tâm Multicentred archVòm g ch á xây Masoury archVòng m, rông den Rondelle Washer ...Vòng m vênh, rông envênh

Rondelle grower Grower washer

... v i u ki n r ng ... a condition que ... ... under condition ofVôi Chaux ...

n c nh Fixed capitaln l u nh Movable capitaln pháp nh Legar capital tung vùng t neo Eclatement Bursting in the region of end

anchorageVùng bê tông ch u nén Zone du beton comprime Compremed concrete zoneVùng t m u neo, vùngneo

Zone d’ancrage Anchorage zone

Vùng u c u ki n Zone du bout de l’element End region of the memberVút (c a d m) Renformis ...

a phun , tiêm Coulis d’injection Grouta trát Morlier Mortara không co ngót Couis sans retrait Non-shrinkage mortara xim ng cát tiêm

(ph t)Coulis de ciment-sable Cement-sand grout pour

injection

XXa l Autoroute HighwayXà m (c a tr , m ) Chevetre Croa headXác nh s b kích th c Dimensionnement,

dimensionnerDimentioning

Xác su t Probabilite ProhabityXâm th c Agressivite ,Agressif Agressivity, AgressiveXâm th c c a môi tr ng Agressivite du milieu Environment agressivityXe t i Camion TruckXe t i kéo r -mooc Camion a semiremoorge Tractor truck

p ho t t i Chargement des surcharge load Application of livep t i Chargement Loading

Xi m ng Ciment CementXi m ng n Ciment expansif Expanding cementXi m ng Pooc-lan Ciment Portland Portland cement


______________

50

Xí nghi p Entreprise EnterpriseXo n Torsion TorsionXói chung Affouillement general General scourXói c c b Affouillement local Local scourXói l Affouillement ScourXói n c h c c Lancage LaunchingXuyên qua Penetration Penetration

lý b m t bê tông Traitement superficiel du beton Concrete surface treatement lý nhi t cho bê tông Traitement thernique du beton Concrete thermal treatement

Xí nghi p duy tu Entreprise de l’entretien Maintenance enterprise lý s li u Traitement des donnees Interpretation of the data

ng úc s n k t c u bêtông

Precasting Yard

thuật ngữ xây dựng cầu việt - pháp - anh

Education