EN 15037-1:2008

Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Requirements
  4.1 Material requirements
  4.2 Production requirements
  4.3 Finished product requirements
5 Test methods
  5.1 Tests on concrete
  5.2 Measuring of dimensions and surface characteristics
  5.3 Weight of the products
  5.4 Prestressing
6 Evaluation of conformity
  6.1 General
  6.2 Type testing
  6.3 Factory production control
7 Marking
8 Technical documentation
Annex A (normative) - Inspection schemes for beams
      A.1 General
      A.2 Process inspection
      A.3 Finished product inspection
Annex B (informative) Typology of beam-and-block floor systems
      B.1 General
      B.2 Floor systems with cast in-situ structural topping
      B.3 Floor systems with composite topping
      B.4 Floor systems with partial topping
      B.5 Floors with self-bearing beams
Annex C (informative) - Monolithism of composite floor systems
      C.1 General
      C.2 Strength of connecting reinforcement
      C.3 Anchorage of connecting reinforcement
Annex D (informative) - Detailing of supports and anchorage of
                        reinforcement
      D.1 General
      D.2 Construction of supports
      D.3 Anchorage of reinforcements
Annex E (informative) - Design of composite floor systems
      E.1 General
      E.2 Resisting section of the finished floor system
      E.3 Design value of the ULS mid-span bending moment (M[Rd])
      E.4 Serviceability limit states
      E.5 Verification of the shear strength in composite systems
Annex F (informative) - Design of self-bearing beams
      F.1 General
      F.2 Design value of the ultimate limit state bending moment
      F.3 Serviceability limit state of prestressed beams
      F.4 Design value of the resisting shear force
Annex G (informative) - Diaphragm action
      G.1 General
      G.2 Case of low rise building
Annex H (normative) - Testing to determine erection spans
      H.1 General
      H.2 Determination of erection span
      H.3 Apparatus
      H.4 Test arrangement
      H.5 Loading procedure
      H.6 Interpretation of results
      H.7 Test report
Annex J (informative) - Concrete strength at time of release of
                        tendons
      J.1 General
Annex K (informative) - Resistance to fire
      K.1 General
      K.2 Fire resistance of beam-and-block floor systems
      K.3 Determination by testing
      K.4 Evaluation by calculation
      K.5 Tabulated data
Annex L (informative) - Acoustic insulation
      L.1 General
      L.2 Airborne sound insulation
      L.3 Impact sound insulation
Annex Y (informative) - Choice of CE marking method
      Y.1 General
      Y.2 Method 1
      Y.3 Method 2
      Y.4 Method 3
Annex ZA (informative) - Relationship between this European
                         Standard and the Essential Requirements
                         of EU Directive 89/109/EEC, EU
                         Construction Products Directive
      ZA.1 Scope and relevant characteristics
      ZA.2 Procedure for attestation of conformity of beams for
           beam-and-block floor systems
      ZA.3 CE marking and labelling
Bibliography

This European Standard deals with the requirements, the basic performance criteria and evaluation of conformity for precast beams made of reinforced or prestressed normal or lightweight concrete according to EN 1992-1-1:2004, with or without clay shell, used in conjunction with blocks in compliance with prEN 15037-2 or prEN 15037-3 or prEN 15037-4 or prEN 15037-5, with or without cast in-situ concrete for the construction of beam-and-block floor and roof systems. Examples of typology of floor and roof systems are given in Annex B.It is essential that the total depth of the beam be comprised between 60 mm and 300 mm and the beams be at centres of not more than 1,00 m.For higher depth, it is essential that the precast concrete beams be in compliance with EN 13225.The products covered by this standard are intended to be used as structural floor and roof systems, including parking areas for light vehicles corresponding to traffic category F of EN 1991-1-1:2002, which are not subjected to fatigue loading.The products may be used in seismic areas provided they fulfil the requirements specific to this use.