8 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 m t tài li u so n th o dành cho sinh viên ngành C u - ng nh m giúp vi c luy n t p d ch tài li u k thu t t ti ng Vi t sang ti ng Pháp ti ng Anh Ph n ti ng Pháp l y theo thu t ng c a Tiêu chu n thi t k c a n c Pháp Ph n ti ng Anh d a theo thu t ng Tiêu chu n AASHTO-1998 c a Hoa-k B n in ch n in th , m t s ch tr ng s Tác gi mong nh n c b sung d n d n c ý ki n phê bình s a ch a chu n b cho b n in th c hoàn thi n h n (0913555194) ************************************************************ NGUY N VI T TRUNG - The University of Transportation and Communications A Áp l c bên c a t Áp l c ch ng Áp l c b ng Áp l c c a dòng n c ch y Áp l c c c i Áp l c y c a t Áp l c th y t nh nh h ng c a nhi t Pression laterale de teres Poussee Butée Pression du courant Pression maximum Poussé des terres Poussé hydrostatique Effet de temperature Lateral earth pressure Stream flow pressure Maximum working pressure Earth pressure Hydrostatic pressure Temperature effect B Bán kính cong (bán kính n ng cong) Bán kính tác d ng c a m dùi Bán kính c a ng cong n cánh d i n cánh n cánh (m t c t I,J, h p) n g i gi n n nh lên d m n ch nh t g i gi n n b n c nh lên d m Rayon de courbure Radius of curve Rayon d'action des aiquilles de vibration Rayon interieur de courbure Reach (of vibrator) Inside radius of curvature Semelle inférieure Semelle supérience Bride, l'aile (f) Dalle appuis simples sur poutres disposees au coutour Dalle rectangulaire appuis simples sur poutres disposees au coutour Dalle élégie Bottom flanger,Bottom slab Top flange,Top slab Flange slab Slab simply supported along all four edges by beams Rectangular slab simply supported along all four edges by beams Voided slab, Hollow slab n có khoét l n có kích th c gi m b t n có nh p theo m t h ng Dalle appuis dans une (b n c nh) n có nh p theo hai h ng Dalle appuis dans deux (b n c nh) n có s n n có s n tr c giao n c a m u neo, B n neo n áy c a d m h p n t c t thép hai h ng One-way spaning direction slab Two-way spaning directions slab (slab supported on four sides) Dalle nervurée Dalle orthotrope Plague d'ancrage Hourdis inférieur d'un caisson Dalle armeé dans deux directions Note de calcul Anchor plate Bottom slab of box girder Slab reinforced in both directions Calculating note nm tc u n m t c u úc bê tông t i Hourdis, tablie Dalle coulée en Deck slab, deck plate Cast-in-situ flat place slab n m t c u tr c h Dalle orthotrope Orthotropic desk n ghi chép tính toán, B n tính ch ng NGUY N VI T TRUNG - The University of Transportation and Communications nn ph p n n i p, b n má n n i ph n nút, b n ti t m n ph ng n n sàn n thép ph ( ph n b n cánh d m thép ) n nh n v ph i c nh n v thi công Bao ph m u neo d ng c Bao t i ( d ng h bê tông) Báo cáo thí nghi m c c o d ng, tu o d ng bê tông lúc hóa c ng o v ch ng mài mòn o v ch ng xói l o v c t thép ch ng r ng dính ng gang úc ng thép cán tl i t l i nh t Bê tông Bê tông b o h (bên t thép) Bê tông b t áy (c a móng Cáp c c, c a gi ng, c a h Bê tông b m Bê tông cát Bê tông có nhi u c t thép Bê tông c t thép d ng l c Bê tông c t thép d ng l c Bê tông c t thép d ng l c Bê tông c t thép th ng Bê tông c ng cao Bê tông ã b tách l p (b bóc l p) Hourdir supérieur d'une caisson Plate-bande Couvre-joint Gousset Haunch Dalle plane Dalle de transition Plancher-dalle, plancheren dalle Plaque de couverture Top slab of box Cover-plate Splice plat, scab Gusset plate Fat slab Transition slab Floor slab Cover plate Hourdis Dessin en perspectif Dessin d'exécution Cachetage Sealing Top slab Erection plan Burlap Entretien Cure du Béton Record of test piles Maintenance Curing Protection contre abrasion Protection contre l'affounillement Protection des armatures contre la crrosion Bande adhésive en fonte ductile .en acier laminé Defavorable la plus défavorable Béton Enrobage des armatures Protection against abrasion Protection against scour Lit de beton au fond d'une fouilk, bouchon Béton de sable Béton fortement armés Pumping concrete Sand concrete Over-reinforced concrete Béton précontraint Béton précontrainte intérieuse Prestressed concrete Internal prestressed concrete Béton précontrainte extérieuse External prestressed concrete Béton armé Béton a haute resistance Beton desagrege Reinforced concrete High strength concrete Spalled concrete Protection against corrosion Joint tape of cast iron of laminated steel Unfavorable the most unfavorable Concrete Concrete cover NGUY N VI T TRUNG - The University of Transportation and Communications Bê tông úc t i ch Bê tông úc s n Bê tông hóa c ng nhanh Bê tông không c t thép Béton coulé en Beton prefabrique Béton sement Béton non-arme Bê tông mác th p Bê tông n ng Bê tông nh Bê tông nh có cát Bê tông nghèo Béton a faible Béton lourd Béton leger Béton leger sable Béton maigre Bê tông phun Bê tông s i Bê tông th y công Bê tông tr ng l ng thông th ng Bê tông t i (m i tr n xong) Bê tông xim ng Béton projetté, Gunite, Shotcret, Béton de graviers Béton hydraulique Béton densité normale m t chuy n ti p m t ti p xúc m t m t ván khuôn phân ph i l c kéo c ng c t thép d Béton frais Béton ciment Pooclan Surface de contact Paroit, Exterior face Face exterieure Paroit du coffrage Plate-forme ng Cast in situ place concrete Precast concrete Early strength concrete Plain concrete, Unreinforced concrete Low-grade concrete resistance Heavy weight concrete Light weight concrete Sandlight weight concrete Lean concrete (low grade concrete) Sprayed concrete, Shotcrete, Hydraulic concrete Normal weight concrete, Ordinary structural concrete Fresh concrete Portland-cement, Portland concrete Interface Contact surface Exterior face Form exterior face Bed plate Prestressing bed c móng Biên bi n i ng su t Semelle Amplitude des variations de contrainte Bi n d ng c a neo d ng l c t kích truy n vào u neo Bi n d ng c a th tc t Bi n d ng co ng n t ng Raccourcissement unitaire i Bi n d ng dài h n Déformation de longue durée Bi n d ng dãn dài t ng i Allongement unitaire Bi n d ng co ngót Déformation de Shrinkage Bi n d ng u n Déformations dues la Bi n d ng l c c t Déformations dues l’effot tranchant Bi n d ng t bi n Déformation de creep Bi n d ng àn h i Déformation elastic, Strain elastique Footing Amplitude of stress Anchorage seating Strain Unit shortening Long-term deformation Unit lengthening Retrait deformation Flexible flexion deformation Shear deformation Deformation due to Creep deformation Elastic deformation NGUY N VI T TRUNG - The University of Transportation and Communications Bi Bi Bi Bi Bi Bi nd nd nd nd n n Bi n ng m c ng theo th i gian ng t c th i ng v ng lên i nhi t is t nh h c i theo th i gian c a Déformation excessive Déformation différée Déformation instantanée Deformation convexe Variation de la temperature Modification du schema statique Variation dans le temps de Bi u di n th c a Bi u bi n d ng n tính Bi u tác d ng t ng h mô men-l c d c t áy t kín, l p kín Bó xo n s i thép Bóc l p bê tông b o h Représentation graphique de Diagramme de Déformation linéaire Diagramme d’interaction moment-interaction Metre un lit de Etanchement Toron Strand Enlever lacoche d’enrobage du beton trí Arrangement trí m c t t c t Rðparatition des arrets des thép d c c a d m barres longgitudinal de la poutre trí chung c a c u Disposition generale trí c t thép Disposition des armatures, Ferraillage trí c t thép d ng l c Câblage xung, thêm vào Additional thi t b Equipement n i n cáp d ng Coupleur, Dispositif de c kéo sau raboutage ph n làm l ch h ng cáp Deviateur Bôi tr n Lubrification t m u ( fa s n) Pigment c x p hàng Manipuler to handle m (máy b m) Pompe m chìm (ngâm Pompe immergée c) m d u dùng tay Pompe d’huile Hand-act oil pump maine m hút Pompe aspirante m ly tâm m n c dùng tay Bu lông hình ch U Bu lông Bu lông neo Búa Pompe centrifuge Pompe d’eau a maine Lien en U, Boulon en U Boulon Boulon d’ancrage Mouton Excessive deformation Time-dependent deformation Imediate deflection Upward deflection Variation in accordance with the time of Graphical representation of Linear deformation diagram Momen-Axial force effort normal diagram Sealing Removal of the concrete cover Arrangement Arrangement of longitudinales renforcement cut-out General location of a bridge Arrangement of reinforcement Cable disposition Additional Equipement Set, Device Coupleur Deviator Lubrification Pigment Pump Aspiring pump, Extraction pump Centifical pump, Impeller pump Hand-act water pump U form bolt connection Bolt Anchor bolt Hammer NGUY N VI T TRUNG - The University of Transportation and Communications Búa h i n c n ng c xo n c a s i thép bó xo n Mouton vapeur simple effet Pas d’enroulement des fils Hydraulic hammer of simple effect Twist step of a cable Ba át bãi xe bãi ch v ben duong bãi nghi ben duòng bãi hàng bãi hàng trung chu en bàn chan.d ng n m t cau ng u ki n s d ng t ban kinh cong cua võng ban tham nhap bao duong thuong xuyen bao duong ngoai ke ho ch bao duong ket cau bao duong nang bao duong du phong bao duong sua chua bao ve moi truong bao ve ta luy abn ve botri mat bang bat san ng t i b ng truy n bi n báo nguy hi m bi n báo hi u l nh bi n báo c m bi n báo ch d n bi n báo có thông tin thay i bi n xách tay ;bi n di ng NGUY N VI T TRUNG - The University of Transportation and Communications C m bi n o bi n d ng m bi n o ng su t o c Cánh tay òn nh tranh Cao c Cao , cao trình Cao chân c c Cao su Cáp có t trùng th p Cáp dài c kéo c ng t u Cáp ã ép v a Cáp t h p long áy h p Cáp t m không ép v a Cáp cm k m Cáp g m bó s i xo n c ch t d o Cáp ng n c kéo c ng t t u Cáp treo xiên (c a h dây xiên) Cáp thép d ng l c Cáp xo n s i Cát Cát m Cát b t Cát ch t Cát khô Cát t ( m n c) t uc c t thu n túy Cân b ng t nh h c nc u n c u c ng p (c a bê tông, c a …) p c a bê tông p c a c t thép p c a t i tr ng p ph i h t Jauge de Déformation Capur Bras de levier Compétition Nivellement Altitude, Level Cote de niveau Caoutchouc Câble basse relaxation Câble long tendu des deux coté Câble injecte au Câble de solidarisation inférieur Câble provisoire non coulis injecte Câble galvanisé Câble torons graisses et d’elastomere Câble court tiré d’un seul coté Haubans Câble, toron Toron fils Sable Sable humide Sable très fin Sable dense Sable sec Sable sature d’eau Cisaillement simple équilibre statique Grue Grue portique Grade (du beton, ) Grade du beton Grade del’acier Classe du chargement Granulométrie Momen arm Competition, Competing Leveling Pile bottom level Ruber Low relaxation strand Long cable tensioned at two ends Grouted cable Temporary non-grouted cable Galvanized strand Plastic coated greased strand enveloppes cable Short cable tensioned at one end Stay cable Prestressing teel strand wire strand Sand Moisture sand Dusts sand Compacted sand Dry sand Wet sand Cut pile head Simple shear Static equilibrum Crane Gantry crane Grade Grade of concrete Grade of reinforcement Class of loading Grading, Granulometry NGUY N VI T TRUNG - The University of Transportation and Communications p ph i h t không liên t c p ph i h t liên t c u ki n u ki n ch u c t u ki n ch u nén u ki n ch u xo n u ki n ch a n t u ki n có b n cánh u ki n có hàm l ng c t thép t i thi u u ki n có m t c t ch nh t u ki n úc s n u ki n liên h p u ki n liên k t u ki n li n kh i u ki n liên hi p ch u u n u ki n hình l ng tr u ub n u b n liên t c có hai nh p b ng u bê tông c t thép th ng uc t u cho m t xe Granulométrie uncontinue Ulométrie continue Element Element contre llement Pièce comprimée Element en torsion Pièce non-fissurée Elementa aile Pièce comportant un ferrailage minimal Element a section rectangulaire Uncontinuous granlametry Continuous granulametry Member , Element Member subject to shear Compression member Torsion member Uncracked member Flanged member Member with minimum reinforcement Rectangular member Elemen prefabrique Element composite Attache Element monolithique Element composite flexion Pièce prismatique Pont Pont-dalle Pont-dalle continue deux traveés egales Pont en Béton armé Pont elévateur Pont a une voie Precast member Composite member Attachment Monolithic member Composite flexural member Prismatic member Bridge Slab bridge Two-equal spans continuos slab bridge Renforced concrete bridge Hoist bridge Bridge design for one traffic lane Bridge design for two or more traffic lanes Deck bridge Through bridge Viaduct Bridge on curve fixe Service bridge u cho hay nhi u xe Pont a deux ou pluisieur voies u có ng xe ch y u có ng xe ch y d i u có tr cao u cong uc nh u công v Pont tablier supérieur Pont tablier inférieur Viaduc Pont en courbe Pont Pont de service (pont de manutention) Pont existant Pont poutres cantilever Pont poutres composées Pont hauban, Pont haubané Viaduc d’accès Pont mobile Pont glissant u c hi n có u d m h ng u d m liên h p u dây xiên ud n u di ng u di ng tr t u d ng l c kéo sau úc bê tông t i ch u ib u ng s t Pont coule en situ a preconrainte posterieure Pont pour piétons (la passerelle piétonnière) Pont-rail Existing bridge Cantilever bridge Composite beam bridge Cable-stayed bridge Approach viaduct Movable bridge Sliding bridge Cast-in-place, posttensioned bridge Pedestrian bridge Railway bridge, rail bridge NGUY N VI T TRUNG - The University of Transportation and Communications u g ch- xây u hai t ng u khung u khung chân xiên u khung T có ch t u liên t c c ghép t d m gi n n úc s n u máng u nâng-h th ng u xiên ,c u treo u nh p l n u nh p ng n ng u ôtô u quay ut m u thang ( ib ) u th ng u trung u vòm uv t u v t qua ng s t t kh c u có tr nghiêng u chui Ch i s ch Ch n oán Ch t bôi tr n c t thép d ng l c Ch t b o v Ch t d o Ch t d o nhân t o Ch t d o thiên nhiên Ch t dính k t Ch t hóa d o Ch t ho t hóa Ch t làm c ng, Ch t hoá ng Ch t làm t ng nhanh trình Ch t l ng mong mu n Ch t xâm th c Ch ôi (do l c nén c c b ) Chéo, xiên Ch t o, s n xu t Pont en masconnerie Pont deux etages Pont bequilles Pont-cadre articule Pont continue forme des poutres simples precontraintes Pont aqueduc Pont levant Pont oblique Pont de grande portée Pont fravée courte, Pont de courte travée Pont-route Pont roulant Pon provisoire Escalier Masonry bridge Double deck bridge Frame bridge Portal bridge Rigid frame with hinges Bridge composed of simple span precast prestressed grider made continues prefabriques Aqueduct Lifting bridge Skew bridge Long span bridge Short span bridge Highway bridge, road bridge Turning bridge Emergency bridge Stairs Pont de droit Pont de la portée moyene Pont en arc Pont pour passage superieur Pont tranversant le chemin de fer Encocher Pont béquilles Passage inférieur Brosser Auscultation, pathologic Graisse, Lubrifiant Straight bridge Medium span bridge Arched bridge Overpasse, Passage superieure Railway overpasse Agent de protection Elastomère Elastomere synthese Elastomere naturele Liant Plastifiant Activateur Durcisseur Prospecting agent Elastomer, Plastic Synthetic plastic Natural plastic Bond, Bonding agent Plastifying agent Activator Hardener Accelerateur Accelerant Qualité exigée Agent agressif Fendage (due a la presion Fendage locale) Biais Farrication Required quality Corrosive agent Portal bridge Underpass to brush clean Diagnosis Sliding agent Skew Fabrication, Manufaction NGUY N VI T TRUNG - The University of Transportation and Communications Ch t o s n Chêm nút neo vào u neo cho ch t Chi ti t chôn s n Ch d n t m th i Chi u cao Chi u cao có hi u Chi u cao d m Chi u cao t nh không Chi u cao toàn b c a c u ki n Chi u dày c a b n (c a n) Chi u dài c c h vào t Chi u dài t t i (tính b ng mét) Chi u dài n neo gi c a t thép Chi u dài kích không ho t ng Chi u dài nh p Chi u dài truy n d ng l c kéo tr c Chi u dài truy n l c nh dính bám Chi u dài u n d c Chi u dày Chi u d y b n cánh Chi u r ng b n ch u nén c a mT Chi u r ng có hi u c a b n cánh Chi u r ng có hi u (c a m T) Chi u r ng phân b c a t i tr ng bánh xe Chi u r ng ph n xe ch y Chi u r ng t nh không Chi u r ng toàn b c u Ch nh tr dòng sông Ch u ng c mà không ng Ch u t i Chu k dao ng Ch n v trí xây d ng c u Préfabrique Blocage des clavettes Precast Instruction provisoire Hauter Hauter utile, Hauteur effective Hauteur de la poutre Hauteur du gabarit Uteur hors-tout de l’element Embeded item Temporary instruction Depth Effective depth at the section Depth of beam Vertical clearance Overall depth of member Longueur chargee en metre .Flage thickness (web thickness) Length of penetration Loaded length in meters Longueur d’ancrage de l’armature Longeur fermé Travee Longueur de tranmission de la precontrainte Longueur de tranmission par adherance Longeur de flambement Epaisseur Epaisseur de l’arm Largeur des tables de width compression des poutres en Té Largeur utile de l’aile Largeur effective (des poutres en Té) Largeur de reparation du poids d’essieu Large de la chaussee Largeur du gabarit Largeur totale du pont Repulation du couran d’eau Resister sans defaillance etre sous charge, etre charge Periode de vibration Emplacement du pont Anchorage length Closed length Span length Transmission length for pretensioning Bond transfer length Buckling lengh Thickness Flange thickness, Web thickness Compression flange of Tgirder Effective flange width Effective width (of T girder) Distribution width for wheel loads Roadway width Horizontal clearance Overall width of bridge River training work to stand without failure to subject, to load, to withstand, to carry, to bear, to resist Period of vibration Bridge loacation 10 NGUY N VI T TRUNG - The University of Transportation and Communications Ph m vi Ph m vi an toàn Ph m vi áp d ng Ph n l c Ph n l c g i Phân b áp l c Phân b d c c a t i tr ng bánh xe Phân b l i Phân b l i n i l c Phân b l c gi a Phân b ngang Domaine Domaine de securite Domaine d’application Reaction Reaction d’appui Repartition de pression Repartition longitudinale des charges d’essieur Redistribution Redistribution des efforts Repatition des efforts entre Repartition laterale Phân b ngang c a t i tr ng bánh xe Phân b t i tr ng Repartition laterale des charges d’essieur Repartition des charges Phân b theo chi u d c c a bánh xe Phân b n tính Phân b ngang t i tr ng Phân b ng su t Phân t ng bê tông Phân tích d i h u h n Phân tích k t c u Phân tích àn h i ( i v i t c u) Phân tích thành ph n h t a v t li u Ph n b c thép gia c m i c Ph n ng xe ch y Phòng thí nghi m Phòng thi t k Ph gia Ph gia ch ng th m Ph gia ch m hóa c ng bê tông Ph gia hóa ch t Ph gia puzolan Repartition longitudinale des charges d’essieur Distribution lineairement Ph gia t ng nhanh hóa ng bê tông Ph tùng Phun bê tông khô Phun bê tông t Phun m kim lo i b o v ch ng r Distribution des efforts Analys elastique Scop, field Safey field Field of application Reaction Support reaction Pressure distribution Longitudinal distribution of the wheel load Internal force redistribution Force distribution betwween Transverse distribution, Lateral distribution Lateral distribution of the wheel loads Load distribution, distibution of load Longitudinal distribution of wheel loads Linear distribution Trausverse load distribution Stress distribution Segregation Fnite strip analysis Structural analysis Elastic analysis Analyse granulometrique des materiaux Sabot de pieu Material grading, Size grading Chaussee Laboratoire le bureau d’ etudes Adjuvant Retartadeur Roadway Laboratory Admixture Waterproofing admixture Retarder Adjuvant puzzolanique Accelerateur Accessoire Projection par voie seche Projection par voie monillee Metallisation Pile shoe Chemical admixture Puzzolanic admixture, Puzzolanic material Accelerator, Earlystrength admixture Accessories Dry guniting Wet guniting Metalisation 36 NGUY N VI T TRUNG - The University of Transportation and Communications Phun v a l p lòng ng ch a t thép d ng l c Ph ng án Ph ng pháp d ng h bê tông Ph ng pháp kéo c ng sau bê tông Ph ng pháp kéo c ng tr c bê tông Ph ng pháp ki m tra b ng dòng xoáy Ph ng pháp ki m tra b ng phát quang Ph ng pháp ki m tra b ng th m ch t m u Ph ng pháp ki m tra b ng tia phóng x Ph ng pháp ki m tra b ng tr ng Ph ng pháp lao t ng t, ph ng pháp úc y Ph ng pháp lao y d c Injection des coulis Grouting Procede de cure du beton Altenative,Option Method of concrete curing Procede de tention auterieure Posttensioning (apres betonage) Pretensioning (avant betonage) Eddie current testing Methode de controle fluorescent Fluorescent method Methode de controle par impregnation de coloris Methode de controle par radiation Methode de controle par particules magnetique Procede de poussage Dye penetrant examination Incremental lauching method Ph ng pháp l p ghép Ph ng pháp phân tích th ng kê Ph ng pháp n i c c Ph ng pháp s a ch a Procede de montage Methode de analyse statistique Incremental push-launching method Erection method Statistical method of analysis Procede de reparation Splicing method Repair method Ph Procedé de construction en porte-a-faux, Procedé de construction par encorbellement Methode d’essai Methode d’essai par ultrason Test methode Utrasonic testing Methode d’essai destructif Destructive testing method Methode d’essai non-destructif Non-destructive testing method Methode empirique Procede de construction Empirical method Method of construction, Construction method ng pháp thi công h ng Ph ng pháp th Ph ng pháp th b ng siêu âm Ph ng pháp th có phá ym u Ph ng pháp th không phá ym u Ph ng pháp th c nghi m Ph ng pháp xây d ng Procede de tension posterieure Radiography method Magnetic particle examination Canlilever cosntruction method Q Quá m c, (bi n d ng c) Quá t i Excessive,(deformation excessive) Excessive (excessive deflection) Over load 37 NGUY N VI T TRUNG - The University of Transportation and Communications Qu búa Qui trình Qui trình t i tr ng Quay Quay t g i Quy t nh thành l p Mouton Code (reglement) Cahier des charges Rotation Libre rotation sur appuis Ram Specification, Code Specification of loading Rotation On-bearing free rotation Decision of establishing R Rãnh thoát n Rãnh thoát n b m t c ng m cn i Egout Porosite superficielle sewer Open channel Surface void S Sa th ch Sai sót (không xác) thi công Sai s cho phép (dung sai) thi công San n n,d n m t b ng n ph m n xu t Sau neo xong c t thép ng l c Sau n t Sét Siêu cao Siêu t nh So le i i nh , s i p v n b t n y súng th bê tông li u th nghi m b trí chung i n l (c t thép s i) n n lót Súng b t n y th c ng bê tông Suy thoái (lão hóa) d ng c ch u mômen danh nh c ch u t i c a c c theo Gres Defauts de construction Inaccuracy in construction Tolerance de construction Tolerance in construction Decapage, decapager Produit Fabrication Apres realisation de l’ancrage to scrape, to grade Product Production After anchoring Apres fissuration Argile Devers Hyperstatique Alterne Gravier Gravillon Durete After cracking Clay Superelevation Hypestatic Altenate Gravel Fine gravel Rebound number Test data General layout Single wine, Individual wire Paint Impression Concrete test hammer Fil Painture Impression Sclenrometre a beton Degradation (vieillissement) Utilisation Capacite portant de moment nominale t Degradation Use, Usage Nominal moment strength of a section Supporting capacity of soil for the pile 38 NGUY N VI T TRUNG - The University of Transportation and Communications c ch u t i c a c c theo k t u n (b n b ng c a m t c t I, T, h p) n c ng d c (n m ngang) ng c ng ngang (th ng ng) n t ng c ng ng c a m n vòm Structural capacity of pile Ame Web Horizontal raidisseur Raidisseur laterale (verticale) Longitudinal stiffener Transverse stiffener (vertical) Vertical raidisseur Stringer Areh rib T Tác d ng, tác ng Tác d ng b m t Tác ng bi n i Tác ng c a ng t Tác ng c a khí h u Tác d ng c c b Tác ng c a sóng Tác ng t ng h h m t u v i dàn Tác ng mài mòn Tác ng vòm, hi u ng vòm Tác d ng làm ch m l i Tác ng xung kích Tái nh c i tr ng bánh xe (t i tr ng tr c) i tr ng bi n i i tr ng c c h n i tr ng d i i tr ng t p i tr ng gió i tr ng gió tác d ng lên tc u i tr ng gió tác d ng lên ho t t i i tr ng khai thác i tr ng lan can i tr ng môi tr ng i tr ng n ng b t th ng i tr ng ngo i h ng i tr ng ng i i b i tr ng phân b u i tr ng quân s i tr ng tác d ng ng n h n Action Action variable Action des seismes Action climatique Action locale Action Surface action Live load Earthquake Local action Wave action Deck-Truss interaction Action abrasif Abrasive action Arch action Effect retardateur Delayed action Impact effect Resettlement Wheel load (Axle load) Charge variable faible Charge utime Charge du vent Force du vent soufflant sur la structure Force du vent soufflant sur la charge mobile Charge d’ exploitation Charge lourde non-frequent Charge exceptionelle Charge repartie uniforme Charge militaire Charge de courte duree Ultimate load Lane loading, Lane load Load due to earth fill Wind load Wind load on structure Wind load on live load Working load (service load) Railing load Environmental load Infrequent heavy load Exceptional load Pedestrian load Uniformly distributed load Military load Short-term load 39 NGUY N VI T TRUNG - The University of Transportation and Communications i tr ng tác d ng dài h n i tr ng t p trung i tr ng thi công i tr ng thi t k i tr ng th i tr ng t nh (t i tr ng th ng xuyên) i tr ng v a hè i tr ng tr c i tr ng t bên (ngo i t i) i tr ng t c th i i tr ng t ng ng i tr ng xây l p (trong lúc thi công) i tr ng xe ô tô v n t i Tán inh Tâm nén p u ki n u th u p trung ng su t c ngh n ho t ng n c ng n c, nút b t ng ng c ng ng c ng c u ng Thanh biên dàn Thanh biên c a dàn Thanh biên d i c a dàn Thanh c ng Thanh ch ng chéo Thanh c t thép Thanh gi ng Thanh gi ng ngang Thanh ng (c a dàn) Thanh ng treo c a dàn Thanh ng không l c c a dàn tam giác Thanh n m ngang song song a rào ch n b o v c u (tay v n lan can c u) Thanh gi ng chéo m c th ng c a dàn Thanh gi ng chéo m c h a dàn Thanh gi ng ngang m c th ng c a dàn Charge de longue duree Charge concentree Charge appliquee en cours d’execution Charge projete Charge d’epreuves Charge permanente Long-term load Concentrated load Construction load Charge sur trottoire Charge d’essieu Charege externe Pedestrien load Axle loading, Axle load Eternally applied load, External load Instant load Equivalent load Erection load Charge instatanee Charge equivalente Charge de montage, Charge d’assemblage Charge de camion River, rivetage Centre de pression Cahier des charges Concentration de tention Embouteillage Etanchement Reinforcer, Reinforcement Reinforcement de pont Tendeur Tirant Contre-fiche Chainage Entretoise Montant Parapet Design load Test load Dead load, Permanent load Truck loading, Truck load Reveted Tender documents Stress concentration Operational bottlenecks on the line Water stop to strengthen, to reinforce Strengthening of bridges Chord Top chord Lower chord Bar (reinforcing bar) Tie Braced member Hanger Hip vertical Inter mediat post Parapet Top lateral Bottom lateral Top lateral strut 40 NGUY N VI T TRUNG - The University of Transportation and Communications Thanh xiên c a dàn Thành ph n bê tông Thành ph n n m ngang Th ch cao Tháo kích Thay i Thay i m t cách n tính Thay i nhi t Thay i ph m vi ng Thay th kh n c p Th m, thâm nh p Th m ch t cloride Th m n c Th m nh tr c theo cách mà Theo trình t u tiên Thép b n Thép b n có gân Thép bon (thép than) Thép cán Thép ch u th i ti t (không n s n) Thép ch ng r khí quy n Composition du beton Composant horizontale Relacher le verin Change, Variation varier linairement Main diagonal Concrete composition Plaster to remove the jack Change to vary linearly Changement de temperature Temperature change To vary over a wide range Remplacement immediat Impregnation Impregnation de chloride Impregnation d’eau Acier a relaxation normale Immediate replacement Penetration Chloride penetration Water penetration Prequali fication in such a mamner that in order of priority Plate Ribbed plate Carbon steel Laminated steel Weathering steel (need not be painted) Atmospheric corrosion resistant steel Normal relaxation steel Acier a tres base relaxation Low relaxation steel Steel with particular properties High strength steel Thép d ng su t Thép ã ram Thép ã Thép úc Thép hình Thép h p kim Thép h p kim th p Thép k t c u Thép non (thép than th p) Thép t ng c ng Thi công mà không làm ng ng thông xe qua c u Acier a proprietes particulieres Acier rapite Acier de resistance superieure, Acier haute resistance Acier de precontrainte Acier recuit Acier trempe Acier moule Profile Acier allie Acier faiblement allie Acier de structure Acier doux Acier de renfort Execution sans interruption du trafic sur le pont Thi công th c hi n Executer mettre en place Thép có t chùng thông th ng Thép có t chùng r t th p Thép có tính ch t c bi t Thép công c Thép c ng cao par ordre de priorite Tôle Tôle nervuree Acier au carbone Acier lamine Prestressing steel Chillid steel Cast steel Shape steel Alloy(ed) steel Low alloy steel Structural steel Mild steel Strenghening steel to carry out without interrupting trafic flow on the bridge Execution 41 NGUY N VI T TRUNG - The University of Transportation and Communications Thí nghi m Thí nghi m ki m tra t i ch Thí nghi m nén v Thí nghi m nén v ch ôi (theo ng kính) Thích ng v i, thích nghi i Thi t b an toàn Thi t b cân Thi t b kéo c ng Thi t b neo gi Thi t b di ng bê tông Thi t b b mv a Thi t b o Thi t b lao l p c u Thi t b phân ph i bê tông Thi t b thi công Thi t b xây l p Thi t k Thi t k c u ki n Thi t k s b Thi t k theo h s t i tr ng Thi t k theo ng su t cho phép Thi t k tính toán theo ng ngang Thi t l p, l p t, trang b Thít tr t c a g i Tích phân Mo Tiêm v t n t Ti n hành, th c hi n Ti n hành thi công Tiêu chu n Thông báo u th u Th a thu n (chu n y) Thoát n c Thoát n c d c Thoát n c ngang ng ô tô Th biên ch u nén Th d i Th Th t d i (c nh) c a g i (efcetuer) Essai Essai de controle en place Essai d’ecrasement Essai d’ecrasement par fendage Test Test in place, In-situ test Adaptation, Adapter to adapte, adaptation Dispositif de surete Safety device Weighing equipement Stressing equipment Anchoring device Movable casting Grouting equipment Handling equipment Equipment for the distribution of concrete Construction equipment Erection equipment Design, Conception Equipement de mise en tension Dispositif a tenons Equipage mobile equipement Equipement d’injection Instalation de mesure Equipement de lancement Equipement de repatition de beton Equipement de construction Equipement d’assemblage Etude du projet, Conception, Dimensionement Member design Justification, Avant-projet Preliminary design Calcul par methode des facteures Load factor design de charge Calcul par methode du taux Allowable stress design admissible Tranverse design Installtion Integrale de Mohr Injection des fissures Mise en oeuvre Standart, Norme, Regle Avis d’appel d’offres Agrement Drainage Drainage longitudinale Drainage tranversale de la chaussee Fibre comprime extrem Fibre inferieure Fibre superieure Installation Sliding plate Integral of Mohr Injection to carry out Execution Code, Standart, Specification Publish an anouncement of preminiary selection Approval Drainage Longitudinal drainage Transverse drainage of the roadway Extreme compressive fiber Bottom fiber Top fiber Base plate 42 NGUY N VI T TRUNG - The University of Transportation and Communications Th i Th i m tt i Moment du chargement m kéo c ng c t thép Moment des operation de tension moment de la mise en du cable Th i m truy n ng su t Moment de transmission d’effort Th i gian bi u c a vi c Plan d’execution du betonage bê tông Th i gian bi u c a vi c l p Plan d’execution de montage ng Th i h n thi công th c t Delai de construction reel, Temps de construction Th t c th m nh tr c Thuy t minh Notice descriptive Th nghi m c c Essai de pieu Th nghi m n lúc phá Essai destructif ho i Th nghi m ông h c Essai dynamique Th nghi m không phá ho i Essai non-destructif Th nghi m k t c u Essai de structure Th nghi m nhanh Essai accelere Th nghi m t i hi n tr ng Essai en site Th nghi m mô hình Th phòng thí Essai de laboratoire nghi m Th nghi m v va p Essai de choc Th nghi m v m i Essai de fatigue Th t i (th nghi m ch u Essai de charge i) Th t i hi n tr ng Th c nghi m Experimentation Th ng l u ( th ng l u Amont a) Tim ng Tìm b ng cách x p x g n Trouver par approximations úng successives Tính n mòn Agressivete Tính ch t c h c Caracteristique mecanique Tính li n kh i Monolithisme Tính toán Justifier, Calculer Tính toán b ng tay Tính toán bi n d ng Tính toán võng Tính toán theo h s t i tr ng Tính toán theo t i tr ng khai thác Tính toán theo ng su t cho Calcul a la main Calculation de la deformation Calculation de la deflection Calcul suivant les facteurs de charge Calcul suivant la charge de service Calcul suivant la contrainte Loading time Prestressing time Transfer of stress moment Casting schedule Erection schedule Actual construction time effectif Prequali fication procedure Pile test Testing to failure Dynamic test Nondestructive testing Structural testing Accelerated test Field test Model testing Laboratory testing Impact testing Fatigue testing Load test Load test at the site Experiment Upstream side Centre line to fin by successive approximations Agressivity Mecanical characteristic Monolithism to calculate, to compute Calculation, Computing Hand calculation Deformation calculation Deflection calculation Load factor design Service load design Allowable stress design 43 NGUY N VI T TRUNG - The University of Transportation and Communications phép Tính toán theo tr ng thái gi i h n Tính toán th y l c Tính toán th y v n Tình tr ng b o d ng tu nh t i b xung sau nh không (kho ng tr ng) nh không thông thuy n nh không thoát n c a Toán h p t i tr ng h p c b n (chính) h p tai n n ( c bi t) h p hi m h p th ng xuyên h p h u nh th xuyên c thi công c thi t k i u hóa ng ng góc u n c a ng tr c c t thép d ng ct u kích n m x ng góc u n nghiêng a c t thép d ng l c kho ng cách x k t m u neo ng d toán ng h p v t t ng t i tr ng lên m i tr c xe i kéo Tr m thu phí giao thông Trang trí n i th t Tr ng thái ch a n t Tr ng thái ã có v t n t Tr ng thái Tr ng thái gi i h n Tr ng thái gi i h n c c h n Tr ng thái gi i h n c c h n n nh hình dáng Tr ng thái gi i h n khai thác admissive Calcul suivant les etats limites Limit state design Analyse hydraulique Analyse hydrologique Etat mauvais d’entretien Hydraulic analysic Hydrologic analysic Poor state of maintenance Gabarit Gabarit de navigation Ouverture Coordonnee Abaque Combinaison d’actions Combination fondamentale Combination accidentalle Combination rare Combination permanente (frequente) Combination quasi-permanente Additional dead load Clearance Navigational clearance Hydraulic clearance Coordinate Abac Load combination Basic combinaison Accidental combination Unusual combinaison Permanent combinaison Quasi-permanent combinaison Vitesse de prise Vitesse projete Optimisation Design speed Optimisation Deviation moulaire totale du cable sur la distance X du point de tension Deviation angulaire totale du cable sur la distance X Total angular change of tendon profile from jaching end to point x Total angular change of tendon profile from anchor to point X Estimatif generale General estimation Bill of materials Total load on all axies Treuil Etat non fissure Etat fissure Etat, Situation Etat-limite Etat-limite d’ultime Etat limite ultime de stabilite de forme Etat-limite de service Toll Plaza Internal decoration Uncracked state Cracked state State Limit state Ultimate limit state Service ability limit state 44 NGUY N VI T TRUNG - The University of Transportation and Communications Tr ng thái gi i h n m t nén Tr ng thái gi i h n hình thành v t n t Tr ng thái gi i h n v bi n ng Tr ng thái gi i h n v m ng v t n t Tr ng thái gi i h n khai thác v m r ng v t n t Tr c d c Tr m tích Tr s danh nh Tr s g n úng Tr s khoán Tr s qui c Tr s trung gian Trong trình kéo c ng t thép Tr ng l ng n( tk t u) Tr ng l ng b n thân Tr ng l Etat limite de decompression Etat limite de formation des fissures Etat limite de deformation Etat-limite d’ouverture des fissures Etat-limite de service vis-a-vis d’ouverture des fissures Profil en long Decompression limit state Cracking limit state Cracking limit state Valeur nominale Valeur approximative Valeur forfaitaire Valeur conventionelle Valeur intermediaire Serviceability limit state of cracking Sedimentary Nominal value Approximate value Conventional value Intermediate value During stressing operation Poids du segment Segment weight Poids propre Self weight, own weight ng riêng bê tông Poids volumique Tr ng tâm Tr ng l ng tính cho m t n v di n tích Tr n, pha tr n Tr c u Tr palê Tr palê c nh Tr palê phao n i Tr c d c c a c u, Tim d c u Tr c trung tâm Trung bình Tr c giao, vuông góc v i Tr c neo c t thép d ng l c Tr ng h p t t i Tr ng h p thông th ng Tr t Tu i c a bê tông lúc t o d ng l c Tu i t t i Tu i th , b n lâu t lùi c a nút neo Centre de gravite Poids surfacique Concrete unit weight, density of concrete Center of gravity Surface weight Melange Pile (appui intemediaire) Palee Palee fixe Palee sur parge Axe longitudinale du pont Axe passant par le centre Moyenne Orthogonal to mix, Mixing Pier, Intermediate support Framed bents Fixed framed bents Framed bent on ponton Longitudinal center line of the bridge Centroid lies Average Ortthogonal Avant realisation de l’ancrage Before anchoring Cas courant Age du beton lors de la mise en precontrainte Age de la mise en charge Duriabilite Rentree des clavettes Loading case Glissement, sliding Concrete age at prestressing time Age of loading Durability Anchor slipping 45 NGUY N VI T TRUNG - The University of Transportation and Communications t tr t u c t thép d ng l c m u neo Tùy theo yêu c u c a công trình bi n chùng ng thích bi n d ng t ng t iv i Gi a thép bê tông ng cánh (vuông góc) ng cánh (xiên góc) ng ch n ng ch n có t ng ch ng phía sau ng ch n có t ng ch ng phía tr c ng tr c c a t ng ch n t ng ch n t ng ch n ki u tr ng l c Tuy n Tuy n nhánh l (trong b n v ) l chi u dài nh p chi u cao d m l gi a t nh t i ho t i l hàm l ng c t thép th ng m t c t l hàm l ng c t thép d ng l c l n c/xim ng l pha tr n h n h p bê tông s c a mô dun àn i thép-bê tông s ng tên/nh p c a vòm tr ng c a v t li u Recul a l’ancrage Selon les exigences de l’ouvrage Fluage Relaxation Compatibilyte de deformation de meme pour entre l’acier et beton Mur en retour Mur en aile Mur de soutenement Mur de soutenement a contreforts Mur de soutenement a butee Creep Relaxation Compatability of strains between steel and concrete Side wall Wing wall Retaining wall Counterfort wall Pieds droit (du mur de soutenement) Ouvrage de soutenement Mur de soutenement massif Stem Buttressed wall Echelle Retaining wall Gravity wall Main line Branch line Scale Span/depth ratio Dead to live load ratio Ratio of non- prestressing tension reinforcement Ratio of prestressing steel Rappot eau sur ciment Propotion de mixage Water/cement ratio Mix proportion Modular ratio The rise – span ratio Density of material U chuy n h ng neo t thêm n thu n túy Deviateur Bossage d’ancrage Flexion simple Deviator Pure flexione 46 NGUY N VI T TRUNG - The University of Transportation and Communications ng l c ng l c tính toán ng su t ng su t ban u ng su t bê tông th cáp d ng l c ng su t c t cho phép t ng su t c t tr t ng su t cho phép Sollicitation Sollicitation de calcul Contrainte Contrainte initiale, tension a l’origile Contrainte du beton au niveau du cable Contrainte de cisaillement admissible Contrainte de cisaillement Contrainte admissible ng su t co ngót ng su t có hi u ng su t c t thép d ng c sát neo sau tháo kích ng su t dính bám ng su t nhi t Contrainte effective Contrainte aupes du block d’ancrage apres removal du verin Contrainte d’adherence Contrainte thermique ng su t t h p t nh t i, ho t t i có xét xung kích Contrainte combinee due aux charges permanente, mobile et dynamique Contrainte d’elesticite de la precontrainte Contrainte de fissuration Contrainte de traction Contrainte principle de tensile stress Contraint de travail Contrainte de compression Contrainte de rupture garantie Contrainte normale Tension initiale au verin ng su thép d ng su ng su ng su t àn h i c a c t ng l c t gây n t t kéo t kéo ch ng su t khai thác ng su t nén ng su t phá h y b o m ng su t pháp ng su t thép u kích kéo c ng ng su t thi t k ng su t tính toán ng su t t nh t i ng su t trung bình ng su t t a (ép m t) d i n m u neo ng su t t c th i ng su t u n ng su t v tung c a bê tông ng su t yêu c u (c a cáp Tension prevue dans le projet, Contrainte projete Contrainte de calcul Contrainte due a charge permanent Contrainte moyenne Contrainte de pression sous la plaque d’ancrage Contrainte instatanee Contrainte de flexion Contrainte d’eclatement Tension require (du cable) Stress Design stress Stress, unit stress Initial stress Concrete stress at tendon level Permissible shear stress Shear stress Allowable stress, Permissible stress Shrinkage stress Effective stress Stress at anchorages after seating Bond stress Thermal stress Combined dead, live and impact stress Yeild point stress of prestressing steel Cracking stress Tensile stress Diagonal tension traction stress, Principal strees Working stress Compressive stress Normal stress Steel stress at jacking end Design stress Calculation stress Stress due to dead loads Average stress Bearing stress under anchor plates Temporary stress Bending stress Bursting concrete stress Required tension of the tendon 47 NGUY N VI T TRUNG - The University of Transportation and Communications ng l c) ng su t c u l p c l ng b ng lý thuy t c l ng khoán c a t mát Estimation theorique Estimation forfaitaire des pertes Handling stresses Theoretical estimation V Va ch m, va p Vách ng n Vai (ph n vát nh k t u) Ván khuôn Choc Cloison Epaulement Impact Diaphragm Coffrage Form Ván khuôn di Charior de coulage Equipage mobile de betonnage Fond de moule Coffrage glissant Materiau ductile Movable form, Travling form Materiau de fondation Foundation material Moisture-absorptie material High-strength material Covering material Fragil material Homogenous material Coating ng Ván khuôn áy Ván khuôn tr t t li u co dãn c (kim lo i) t li u c a móng t li u có tính hút m t li u c ng cao t li u bao ph t li u dòn t li u ng ch t t li u ph b ov c t thép D L kh i r ho c gi m ma sát c ng c t thép t li u xây d ng y kim lo i t n t c t t n t u n t n t ang phát tri n t n t ho t ng t n t nh li ti t n t n nh t n t th ng t n t xuyên k thu t Ví d tính toán trí c u a hè c u Vi c m k m Viên h p long c u vòm b c polyetylen m t Materiau a haut resistance Materiau de recouvrement Materiau fragile Materiele homogene Materiau de construction Paillon Fissure par cisaillement Fissure par flexion Fissure evolutive Fissure active Microfissure Fissure stable Fissure passive Fissure tranversante Exemple de calcul Location du pont Trottoir Galvanisation Gaine en polyethylene a haute Sliding form Ductile material Construction material Shearing crack Bending crack Crack in developement Active crack Microcrack Stable crack Passive crack Through crack Drafting Calculation example Bridge location, Bridge position Sidewalk, footway Galvanizing Key stone HDPE sheath 48 NGUY N VI T TRUNG - The University of Transportation and Communications cao c a cáp d ng l c thép Vòi n c Vòi phun v a Vòm Vòm n a tròn Vòm nhi u t Vòm n a elip Vòm parabol Vòm nhi u tâm Vòm g ch xây Vòng m, rông den Vòng m vênh, rông en vênh v i u ki n r ng Vôi nc nh n l u nh n pháp nh tung vùng t neo Vùng bê tông ch u nén Vùng t m u neo, vùng neo Vùng u c u ki n Vút (c a d m) a phun , tiêm a trát a không co ngót a xim ng cát tiêm (ph t) densite (PEHD) Envelope en acier Robinet Lance Arc, Voute Rondelle Rondelle grower a condition que Chaux Eclatement Zone du beton comprime Zone d’ancrage Zone du bout de l’element Renformis Coulis d’injection Morlier Couis sans retrait Coulis de ciment-sable Metal shell Arch Semi-circular arch Segmental arch Semi-eliptical arch Parapolic arch Multicentred arch Masoury arch Washer Grower washer under condition of Fixed capital Movable capital Legar capital Bursting in the region of end anchorage Compremed concrete zone Anchorage zone End region of the member Grout Mortar Non-shrinkage mortar Cement-sand grout pour injection X Xa l Xà m (c a tr , m ) Xác nh s b kích th Xác su t Xâm th c Xâm th c c a môi tr Xe t i Xe t i kéo r -mooc p ho t t i pt i Xi m ng Xi m ng n Xi m ng Pooc-lan c ng Autoroute Chevetre Dimensionnement, dimensionner Probabilite Agressivite ,Agressif Agressivite du milieu Camion Camion a semiremoorge Chargement des surcharge load Chargement Ciment Ciment expansif Ciment Portland Highway Croa head Dimentioning Prohabity Agressivity, Agressive Environment agressivity Truck Tractor truck Application of live Loading Cement Expanding cement Portland cement 49 NGUY N VI T TRUNG - The University of Transportation and Communications Xí nghi p Xo n Xói chung Xói c c b Xói l Xói n c h c c Xuyên qua lý b m t bê tông lý nhi t cho bê tông Xí nghi p tu lý s li u ng úc s n k t c u bê tông Entreprise Torsion Affouillement general Affouillement local Affouillement Lancage Penetration Traitement superficiel du beton Traitement thernique du beton Entreprise de l’entretien Traitement des donnees Enterprise Torsion General scour Local scour Scour Launching Penetration Concrete surface treatement Concrete thermal treatement Maintenance enterprise Interpretation of the data Precasting Yard 50 [...]... m Khô Kh i b n m t c u úc s n Kh i u neo Kh i t p (sau m sau ng ch n) Kh i t tr t Kh i neo, u neo (có l chêm vào,t vào neo) không thay i d c nh p Kh i xây l n c Kh i u d m Kh i xây á Kh gi i h n thông thuy n Kh ng s t Kh ng h p Kh i công Kh i công xây d ng Kh p n i, ch t n i Khu v c ch u kéo c a bê tông Khu v c neo Khu y tr n Khuôn hình chóp c t o s t bê tông Khung Khung ki u c ng (khung ) Khuy t... perpendiculaire a l’axe Colonne a armature spirale Balise Pieu-colonne Fourniture Fourniture à pied d’ceuvre Resistance à la fraction Resistance du beton à la traction à 28 jours Rðsistance à la fatigue Rðsistance à la compression à 28 jours Resistance a la flexion Prestressing steel, cable Bonded tendon Unbonded tendon Corroded reinforcement Hoop reinforcement Epingle Pin Exposed reinforcement Transverse... reinforcement Column Axially loaded column Lateral tied column Spiral reinforced column Pile column Pylone Supply Supply at the site Culvert head Tensile strength Tensile strength at 28 days age Fatigue strength Compressive strength at 28 days age Flexural strength 13 NGUY N VI T TRUNG - The University of Transportation and Communications ng... Precontrainte effective (apres t mát pertes) ng l c ngoài Precontrainte extericure i nh h ng c a sous l’effet de ng h bê tông m i xong á ád m á h c, á xây á v a (ch n v a hè trên u) à giáo, dàn giáo à giáo treo, giàn giáo à giáo t di d ng ai ôm vòng quanh i tu áp ng các yêu c u m, chày m bê tông cho ch t m c nh (rung ván khuôn) m dùi ( m bê tông) m rung m trên m t m trong (vùi vào h n h p bê tông) ánh... c kéo ng b ng kích m tc ah pl c m t h p l c nén bê tông u ch nh, c n ch nh cho úng u ki n t u ki n cân b ng ng bi n u ki n d ng h bê tông u ki n khí h u b t l i u ki n môi tr ng u tra (thanh tra) u tra b ng ph ng pháp sóng âm ng n c n s tách r i nhau inh a inh móc inh tán inh tán b n cánh inh tia-r -phông oàn t u th ( th c u) oàn t u ch y th ng Bout de la travee Coupleur Span end Coupler Caracteristique... tr c t ch u l c t có c t ai vuông góc i tr c t có c t thép xo n c tm c t ng t tháp (c a h treo) Cung c p, cung ng Cung ng n chân công trình a c ng ng ch u kéo ng ch u kéo c a bê tông 28 ngày ng ch u m i ng ch u nén 28 ngày ng ch u u n Armature de precontraite, Acier tendon Armature de precontrainte a adherante Armature de precontrainte non adherente Acier circulaire, frettage Armature exposee Ferrailage... hình m phía trong m t m lao c u Giá lao d m D m tán inh m thép cán ng hình u d ng l y h ng lên trên Dây thép bu c ch v sau khi bán hàng Di n tích bao (không k thu p do l ) Di n tích c t thép Di n tích danh nh Di n tích m t c t Multicellular box girder Multispan box girder Poutre continue Entretoise, Piece de pont Entretoise d’about Entretoise portant le Entretoise intermediaire Poutrelle Poutre iterieure... Launching girder Riveted girder Ligature Service apres-vente Aire totale Di n tích ti p xúc Di n tích tính i Di n tích t a (ép m t) Dính bám Dòng n c ch y ván khuôn Dung môi, Dung sai Dùng ng c th nghi m nhanh ng c o, máy o toán Continuous beam Diaphragm End diaphragm Floor beam,tranverse beam table Intennediate diaphragm Appareil de mesure Avant-projet Prevoire Testing device, Testing instrument Maitenance... t thép Mettre en tension Công trình Công trình k thu t cao Công trình ph t m thi công Công tr ng Công ty Công th c pha tr n bê tông ng ng chéo, c ng xiên t ai d ng l c t li u (s i á) t thép ai (d ng thanh) t thép b n cánh t thép b n m t c u t thép bên d i (c a m t t) t thép bên trên (c a m t t) t thép ch u c t t thép ch u kéo t thép ch u nén t thép ch song song ng xe ch y t thép ch vuông góc ng xe ch... Ch r ng (khoét r ng) Ch ng m cho b m t Ch t Ch t bê tông Ch t nh vòm (chìa khoá) Ch t ngang (l p ch t ngang) Chu k t t i Chu k ng su t thi t k Chu vi thanh c t thép Ch công trình Ch ut Chuy n giao công ngh Chuy n v Chuy n v t Chuy n v quay t ng i Ch u t , ch công trình Ch ng trình th nghi m Ch ng trình tính toán t ng Ch ng trình thi t k t ng Co dãn do