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PRECAST CONCRETE PRODUCTS - BRIDGE ELEMENTS
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Published date: 12-01-2013
Publisher: Swiss Standards
Introduction1 Scope2 Normative references3 Terms and definitions4 Requirements 4.1 Material requirements 4.2 Production requirements 4.2.1 General 4.2.3.2 Application of prestressing 4.3 Finished product requirements 4.3.1 Geometrical properties 4.3.2 Surface characteristics 4.3.3 Mechanical resistance 4.3.4 Resistance and reaction to fire 4.3.5 Acoustic properties 4.3.6 Thermal properties 4.3.7 Durability 4.3.8 Other requirements5 Test methods 5.1 Tests on concrete 5.2 Measuring of dimensions and surface characteristics 5.2.1 General 5.2.2 Beams 5.2.3 Other elements 5.3 Weight of the products6 Evaluation of conformity7 Marking and labelling8 Technical documentationAnnex A (informative) Typology A.1 Scope A.2 Decks with precast beams as main structural elements A.3 Solid slabs A.4 Segmental decks A.5 Precast arches or vaultsAnnex B (informative) Decks formed by beams and slabs B.1 Scope B.2 Dimensions in the bearing zone B.3 Transfer of prestressing B.4 Anchorage of the main reinforcement at supports B.5 Change of the restraint conditions after the application of loads B.6 Skewed ends B.7 Deck layoutAnnex C (informative) Use of plates in bridges C.1 General C.2 Connecting reinforcement C.3 Connection to beams C.4 Connection between adjacent floor platesAnnex D (informative) Continuity of bridge decks D.1 Scope D.2 Continuity of bridge decks D.3 Hogging moments at supports D.4 Long term sagging moments at supportsAnnex E (informative) Infilled beams E.1 General E.2 Infilled beams with a thin topping E.3 Infilled beams with a thick toppingAnnex F (informative) Precast beams without topping F.1 Scope F.2 Transverse prestressing by post-tensioning F.3 Reinforced jointsAnnex G (informative) Precast segmental decks G.1 General G.1.1 Description G.1.2 Joints G.1.3 Keys G.1.4 Post-tensioning G.2 Design G.2.1 Assembly stage G.2.2 Final situation G.2.3 Checking of joints G.2.4 Local transverse bending G.2.5 Discontinuity regions G.3 Production G.4 Building assembly G.4.1 Segment positioning G.4.2 Segment sealing G.4.3 Post-tensioning G.4.4 Closing segmentAnnex H (informative) Ambient conditions for bridge elementsAnnex J (normative) Finished product inspectionAnnex Y (informative) Choice of CE marking method Y.1 General Y.2 Method 1 Y.3 Method 2 Y.4 Method 3Annex ZA (informative) Clauses of this European Standard addressing the provisions of the EU Construction Products Directive ZA.1 Scope and relevant characteristics ZA.2 Procedure for attestation of conformity of precast concrete bridge elements ZA.2.1 System of attestation of conformity ZA.2.2 EC Certificate and Declaration of conformity ZA.3 CE marking and labelling ZA.3.1 General ZA.3.2 Declaration of geometrical data and material properties ZA.3.3 Declaration of product properties ZA.3.4 Declaration of compliance with a given design specificationBibliography
Applies to precast concrete structural elements produced in a factory and used in bridge construction, for example deck elements, abutments, elements for piers and precast arches.
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