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eLibrary > BS EN 1996-2:2024 - TC Tracked Changes. Eurocode 6. Design of masonry structures - Design considerations, selection of materials and execution >

BS EN 1996-2:2024 - TC Tracked Changes. Eurocode 6. Design of masonry structures - Design considerations, selection of materials and execution, 2024

A-30392665.pdf [Go to Page]
undefined
1 Scope [Go to Page]
1.1 Scope of EN 19962
1.2 Assumptions
2 Normative references
3 Terms, definitions and symbols [Go to Page]
3.1 Terms and definitions [Go to Page]
3.1.1 Terms relating to the communication of the design of masonry
3.1.2 Terms relating to climatic factors and exposure conditions
3.1.3 Other terms
3.2 Symbols
4 Design considerations [Go to Page]
4.1 Factors affecting the durability of masonry [Go to Page]
4.1.1 General
4.1.2 Classification of environmental conditions [Go to Page]
4.1.2.1 Micro conditions of exposure
4.1.2.2 Climatic factors (macro conditions of exposure)
4.1.3 Aggressive chemical environments
4.2 Selection of materials [Go to Page]
4.2.1 General
4.2.2 Masonry units
4.2.3 Masonry mortar and concrete infill [Go to Page]
4.2.3.1 General
4.2.3.2 Selection of factory-made masonry mortar and concrete infill
4.2.3.3 Selection of site-made masonry mortar and concrete infill
4.2.4 Ancillary components and reinforcement
4.3 Masonry [Go to Page]
4.3.1 Detailing
4.3.2 Joint finishes
4.3.3 Masonry movement
4.3.4 Movement joints [Go to Page]
4.3.4.1 General
4.3.4.2 Spacing of movement joints
4.3.5 Permissible deviations
4.3.6 Resistance to moisture penetration through external walls
5 Execution [Go to Page]
5.1 General
5.2 Acceptance, handling and storage of materials [Go to Page]
5.2.1 General
5.2.2 Reinforcement and prestressing materials
5.3 Preparation of materials [Go to Page]
5.3.1 Site-made mortars and concrete infill [Go to Page]
5.3.1.1 General
5.3.1.2 Chloride content
5.3.1.3 Strength of mortar and concrete infill
5.3.1.4 Admixtures and additions
5.3.1.5 Gauging
5.3.1.6 Mixing method and mixing time
5.3.1.7 Workable life of mortars and concrete infill containing cement
5.3.1.8 Mixing in cold weather
5.3.2 Factory made masonry mortars, pre-batched masonry mortars, pre-mixed lime sand masonry mortars and ready mixed concrete infill
5.4 Permissible deviations
5.5 Execution of masonry [Go to Page]
5.5.1 Bond strength
5.5.2 Laying masonry units
5.5.3 Pointing and jointing for masonry other than thin layer masonry [Go to Page]
5.5.3.1 Pointing
5.5.3.2 Jointing
5.5.4 Incorporation of damp-proof course membranes
5.5.5 Movement joints
5.5.6 Incorporation of thermal insulation materials
5.5.7 Cleaning facing masonry
5.6 Curing and protective procedures during execution [Go to Page]
5.6.1 General
5.6.2 Protection against rain
5.6.3 Protection against freeze/thaw cycling
5.6.4 Protection against effects of low humidity
5.6.5 Protection against mechanical damage
5.6.6 Construction height of masonry
Annex A (informative)Classification of micro conditions of exposure of completed masonry [Go to Page]
A.1 Use of this annex
A.2 Scope and field of application
A.3 Classification
A.4 Exposure to wetting
Annex B (informative)Acceptable specifications of masonry units and mortar for durable masonry in various exposure conditions [Go to Page]
B.1 Use of this annex
B.2 Scope and field of application
B.3 Selection of masonry units and mortar
Annex C (informative)Selection of material and corrosion protection specifications for ancillary components according to exposure class [Go to Page]
C.1 Use of this annex
C.2 Scope and field of application
C.3 Exposure classes
C.4 Selection of materials [Go to Page]

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