Podaci o nacrtu
- Precast concrete products - Product specificat...
- 1 Scope
- 2 Normative references
- + 3 Terms and definitions
- + 4 Specifications
- + 5 Product specific provisions
- + Annex A (informative) Concrete cover as regard...
- A.1 Minimum concrete cover for base conditions
- Table A.1 — Minimum concrete cover
- A.2 Alternative conditions
- + Annex B (informative) Reliability consideratio...
- B.1 General
- B.2 Reduction based on quality control and redu...
- Table B.1 — Tightened tolerances
- B.3 Reduction based on using reduced or measure...
- Figure B.1 — Cross section tolerances
- B.4 Reduction based on assessment of concrete s...
- B.5 Reduction of γG based on control of self-we...
- + Annex C (informative) Prestressing losses
- C.1 General
- + C.2 Calculation of losses (general method)
- C.3 Simplified method
- Table C.1 — Estimation of the value of the fina...
- + Annex D (informative) Properties of indented b...
- Table D.1 — Limits for indentation parameters
- + Annex E (informative) Resistance to fire: reco...
- E.1 Use of tabulated data
- E.2 Use of calculation methods
- + Annex F (informative) Performance-based approa...
- F.1 Introduction
- F.2 Equivalent Durability Procedure
- F.3 Exposure Resistance Classes
- F.4 Specifications to implement PBA for precast...
- + Annex G (informative) Basic types of fences
- G.1 General
- G.2 Solid fence
- Figure G.1 — Example of solid fence
- G.3 Open-work fence
- Figure G.2 — Example of open-work fence
- G.4 Mesh or wire fence
- Figure G.3 – Example of wire fence
- Figure G.4 — Examples of mesh and mesh-and-wire...
- G.5 Mixed fence
- Figure G.5 — Examples of mixed fences with rail...
- Figure G.6 — Examples of mixed fences with post...
- Figure G.7 — Examples of mixed fences with self...
- G.6 Rail fence
- Figure G.8 — Examples of rail fences
- G.7 Anti-intruder fence
- Figure G.9 — Examples of anti-intruder fences
- + Annex H
- H.1 Precautions about lateral buckling of beams...
- Figure H.1 — Cross section of a deep beam
- Figure H.4 — Laying condition of a beam
- H.2 Examples of beams cast in two phases
- Figure H.6 – Examples of beams cast in two phas...
- + Annex I
- + I.1 Terminology of plate elements
- I.2 Types of products
- Figure I.3 – Types of simple wing-elements
- Figure I.4 – Types of one-rib wing-elements
- Figure I.5 – Types of two-ribs wing-elements
- Figure I.6 - Types of box-elements
- Figure I.7 - Types of roof-light shed-elements
- Figure I.8 – Types of folded-plate elements
- Figure I.9 – Paraboloid elements
- Figure I.10 – "Y" shape elements
- Figure I.11 — Typical ready finish of the produ...
- + I.3 Mechanical behaviour
- + I.4 Serviceability and resistance verifications...
- + Annex J (informative) Complementary informatio...
- + J.1 Concrete cover
- + J.2 Simplified design rules
- + J.3 Fire resistance of garage boxes in basement...
- + Annex K (informative) Complementary informatio...
- K.1 Terms and definitions
- Table K.1 — Classification by reference
- Figure K.1 — General terms
- Figure K.2 — Stair types and layouts
- Figure K.3 — Dimensions
- Figure K.4 — Types of steps
- Figure K.5 — Stair components
- + Annex L (informative) Complementary informatio...
- + L.1 Additional information for the design
- + L.2 Installation
- + Annex M (informative) Typical shapes of founda...
- M.1 Typology
- Figure M.1 — Examples of sockets for concrete c...
- Figure M.2 — Example of socket for steel column...
- Figure M.3 — Example of pocket foundation witho...
- Figure M.4 — Examples of pocket foundations wit...
- Figure M.5 — Example of pocket foundation with ...
- Figure M.6 — Example of pocket foundations with...
- Figure M.7 — Examples of pocket foundations wit...
- Figure M.8 — Further examples of pocket foundat...
- Figure M.9 — Example of column with integrated ...
- + Annex N (informative) Complementary informatio...
- + N.1 Additional design rules
- N.2 Concreting of composite walls on site
- Figure N.4 — Formwork pressure (developed by co...
- Table N.1 – Recommended concreting load
- Figure N.5 – Concrete pressure
- Figure N.6 — Recommended maximum rates of concr...
- + Annex O (informative) Complementary informatio...
- + O.1 Typology
- + O.2 Decks formed by beams and slabs
- + O.3 Use of plates in bridges
- + O.4 Continuity of bridge decks
- + O.5 Infilled beams
- + O.6 Precast beams without topping
- + O.7 Precast segmental decks
- + Annex P (informative) Complementary informatio...
- P.1 Examples of retaining wall elements
- Figure P.1 — Precast elements with base slab fo...
- Figure P.2 — Precast elements with base slab fo...
- Figure P.3 — Precast element with footing wall ...
- Figure P.4 — Precast elements with different fi...
- Figure P.5 — Precast elements with base slab fo...
- P.2 Mechanical resistance test of the restraint...
- Figure P.6 — Test arrangement
- + Annex Q (informative) Complementary informatio...
- Q.1 Filling pressure of concrete infill
- Table Q.1 — Measured values of filling pressure...
- Figure Q.1 — Filling pressure of concrete infil...
- + Annex R (informative) Complementary informatio...
- R.1 Typical shapes of joints
- Figure R.1 — Typical shapes of longitudinal joi...
- Figure R.2 — Example of indented joint profile ...
- + R.2 Transverse load distribution
- R.3 Diaphragm action
- + R.4 Unintended restraining effects and negative...
- + R.5 Mechanical resistance in case of verificati...
- + R.6 Resistance to fire
- + R.7 Design of connections
- + R.8 Hollow core floors supported by integrated ...
- + Annex S (informative) Complementary informatio...
- S.1 Examples of elements
- Figure S.1 — Examples of some forms of ribbed f...
- S.2 Unintended negative moments
- Figure S.2 — Unintended fixing moments
- S.3 Transverse load distribution
- S.4 Diaphragm action
- + Annex T (informative) Complementary informatio...
- + T.1 Stiffening ribs and void formers
- + T.2 Monolithism of composite slabs
- + T.3 Detailing of support joints and anchorage o...
- + T.4 Design of composite slab
- + T.5 Composite slabs with void formers
- + T.6 Testing to determine erection spans
- T.7 Anchorage capacity of loops
- Table T.4 — Characteristics of loops in the flo...
- Figure T.31 — Connecting reinforcement with loo...
- + Annex U (informative) Complementary informatio...
- + U.1 Typology of beam-and-block floor systems
- + U.2 Monolithism of composite floor systems
- + U.3 Detailing of supports and anchorage of rein...
- + U.4 Design of composite floor systems
- + U.5 Design of self-bearing beams
- + U.6 Diaphragm action
- U.7 Calculation assumptions for calculating the...
- Figure U.29 — Clearance between the beam and th...
- Figure U.30 — Support nib shape different from ...
- Figure U.31 — Clearance and overlap of the tong...
- + Annex V (informative) Complementary informatio...
- V.1 Slope
- V.2 Drainage channel
- V.3 Cover for reinforcement steel
- V.4 Support and thermal bridging on cantilever ...
- V.5 Slabs orientation on mould
This document provides specifications for the production of unreinforced, reinforced and prestressed precast concrete products protected from adverse weather conditions during production, and made of compact light-, normal- and heavyweight concrete according to EN 206 with no appreciable amount of entrapped air other than entrained air. Concrete containing fibres for other than mechanical properties (steel, polymer or other fibres) is also covered.
This document also covers clay, EPS, and lightweight formwork blocks for beam-and-blocks floor systems.
It does not cover precast reinforced components of lightweight aggregate concrete with open structure nor glassfibre reinforced concrete.
It can also be used to specify products for which there is no standard.