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BS EN 14592:2022 - TC Tracked Changes. Timber structures. Dowel-type fasteners. Requirements, 2023
- 30465338
- A-30357372 [Go to Page]
- undefined
- 1 Scope
- 2 Normative references
- 3 Terms, definitions, symbols, units and abbreviated terms [Go to Page]
- 3.1 Terms and definitions
- 3.2 Symbols, units and abbreviated terms
- 4 General product characteristics – Testing, assessment and sampling method [Go to Page]
- 4.1 Corrosion resistance [Go to Page]
- 4.1.1 General
- 4.1.2 Pure zinc coating and hot-dipped galvanized coating [Go to Page]
- 4.1.2.1 Determination
- 4.1.2.2 Evaluation
- 4.1.2.3 Expression
- 4.1.3 Stainless steel [Go to Page]
- 4.1.3.1 Determination
- 4.1.3.2 Evaluation
- 4.1.3.3 Expression
- 4.1.4 Alternative coatings [Go to Page]
- 4.1.4.1 Determination
- 4.1.4.2 Evaluation
- 4.1.4.3 Expression
- 4.2 Low cycle ductility (seismic performance)
- 4.3 Reaction to fire [Go to Page]
- 4.3.1 General
- 4.3.2 Classification without testing (WT)
- 4.3.3 Classification according to the test results
- 5 Product specific characteristics - Testing, assessment and sampling method [Go to Page]
- 5.1 Nails [Go to Page]
- 5.1.1 Mechanical strength and stiffness [Go to Page]
- 5.1.1.1 General
- 5.1.1.2 Characteristic yield moment
- 5.1.1.3 Characteristic withdrawal parameter
- 5.1.1.4 Characteristic head pull-through parameter
- 5.1.1.5 Characteristic tensile capacity
- 5.1.1.6 Low cycle ductility (seismic performance)
- 5.2 Staples [Go to Page]
- 5.2.1 Mechanical strength and stiffness [Go to Page]
- 5.2.1.1 General
- 5.2.1.2 Characteristic yield moment
- 5.2.1.3 Characteristic withdrawal parameter
- 5.2.1.4 Characteristic head pull-through parameter
- 5.2.1.5 Low cycle ductility (seismic performance)
- 5.3 Screws [Go to Page]
- 5.3.1 Mechanical strength and stiffness [Go to Page]
- 5.3.1.1 General
- 5.3.1.2 Characteristic yield moment
- 5.3.1.3 Static ductility
- 5.3.1.4 Characteristic withdrawal parameter
- 5.3.1.5 Characteristic head pull-through parameter
- 5.3.1.6 Characteristic tensile capacity
- 5.3.1.7 Characteristic tensile yield stress
- 5.3.1.8 Torsional ratio
- 5.3.1.9 Low cycle ductility (seismic performance)
- 5.3.1.10 Axial stiffness
- 5.4 Dowels [Go to Page]
- 5.4.1 Mechanical strength and stiffness [Go to Page]
- 5.4.1.1 General
- 5.4.1.2 Characteristic yield moment
- 5.4.1.3 Low cycle ductility (seismic performance)
- 5.5 Bolts and nuts [Go to Page]
- 5.5.1 Mechanical strength and stiffness [Go to Page]
- 5.5.1.1 General
- 5.5.1.2 Characteristic yield moment
- 5.5.1.3 Low cycle ductility (seismic performance)
- 6 Assessment and verification of constancy of performance - AVCP [Go to Page]
- 6.1 General
- 6.2 Assessment of performance [Go to Page]
- 6.2.1 General
- 6.2.2 Test samples, testing and conformity criteria
- 6.2.3 Test reports
- 6.3 Verification of constancy of performance [Go to Page]
- 6.3.1 Factory production control (FPC) [Go to Page]
- 6.3.1.1 General
- 6.3.1.2 Equipment
- 6.3.1.3 Raw materials and components
- 6.3.1.4 Controls during the production process
- 6.3.1.5 Procedures
- 6.3.1.6 Non-complying products
- 6.3.1.7 Corrective action
- 6.3.1.8 Handling, storage and packaging
- 6.3.1.9 Product specific provisions
- 6.3.1.10 Procedure for modifications
- 6.3.1.11 One-off products, pre-production products (e.g. prototypes) and products produced in very low quantity
- Annex A (normative)Test methods for alternative coatings [Go to Page]
- A.1 Introduction
- A.2 Outdoor exposure test with two years of duration [Go to Page]
- A.2.1 Test method
- A.2.2 Evaluation
- A.3 Outdoor exposure test with four years of duration [Go to Page]
- A.3.1 Test method
- A.3.2 Evaluation
- A.4 Accelerated test methods [Go to Page]
- A.4.1 Inorganic coatings with or without an organic top coat [Go to Page]
- A.4.1.1 General
- A.4.1.2 Samples
- A.4.1.3 Reference test panels
- A.4.1.4 Test method
- A.4.1.5 Determination of corrosion class
- A.4.2 Organic coatings with or without an organic topcoat [Go to Page]
- A.4.2.1 General
- A.4.2.2 Samples
- A.4.2.3 Test method
- A.4.2.4 Evaluation
- Annex B (informative)Corrosivity of atmospheric environments and timber [Go to Page]
- B.1 General
- B.2 Pure zinc, hot-dipped galvanized and alternative coated dowel-type fasteners: corrosivity of atmospheric environments
- B.3 Stainless steel dowel-type fasteners: corrosivity of atmospheric environments
- B.4 Corrosivity of timber
- Annex C (normative)Methods for measuring zinc thicknesses
- Annex D (normative)Selection of test specimens – Specifications on wood density [Go to Page]
- D.1 General
- D.2 Symbols
- D.3 Specifications
- D.4 Adjustment to target conditions [Go to Page]
- D.4.1 Mean value
- D.4.2 Coefficient of variation
- D.5 Test report
- Annex E (normative)Test to determine seismic performance [Go to Page]
- E.1 General
- E.2 Test setup
- E.3 Test procedure
- E.4 Test results
- E.5 Test report
- Annex F (normative)Characteristic withdrawal parameter for dowel-type fasteners withType 3 coating [Go to Page]
- F.1 General
- F.2 Sample preparation
- F.3 Determination [Go to Page]
- F.3.1 Test procedure
- F.3.2 Correction of the measured withdrawal parameter
- F.3.3 Calculation of the characteristic withdrawal parameter
- F.4 Load duration factor
- Annex G (normative)Specifications for materials and geometry properties [Go to Page]
- G.1 Nails
- G.2 Staples
- G.3 Screws
- G.4 Dowels
- G.5 Bolts and nuts [Go to Page]
