Manual for Detailing ReinforcedConcrete Structures to EC2
Detailing is an essential part of the design process. This thorough reference guide for the
design of reinforced concrete structures is largely based on Eurocode 2 (EC2), plus other
European design standards such as Eurocode 8 (EC8), where appropriate.
With its large format, double-page spread layout, this book systematically details 213 structural
elements. These have been carefully selected by José Calavera to cover relevant elements used
in practice. Each element is presented with a whole-page annotated model along with commen-
tary and recommendations for the element concerned, as well as a summary of the appropriate
Eurocode legislation with reference to further standards and literature. The book also comes
with a CD-ROM containing AutoCAD files of all of the models, which can be directly developed
and adapted for specific designs.
Its accessible and practical format makes the book an ideal handbook for professional engi-
neers working with reinforced concrete, as well as for students who are training to become
designers of concrete structures.
José Calavera is Honorary President of the Technical Institute of Materials and Construction
(INTEMAC - Instituto Técnico de Materiales y Construcciones) and Emeritus Professor, School
Madridof Civil Engineering, Polytechnic
Contents
List of tables
Foreword
The author
Author’s curriculum vitae
Acknowledgements
Citations
General notes
The three golden rules for pouring concrete on site
إقرأ أيضاً مصطلحات مهمة في التنفيذ
1 General rules for bending, placing, anchoring and welding
reinforcing bars
1. Introduction
1.1 Summary of codes and standards on construction details
1.1.1 Permissible mandrel diameters for bent bars (See EC2, 8.3)
1.1.2 Standard bends, hooks and loops
1.1.3 Cover
1.1.4 Bar spacing
1.1.5 Bundled bars
1.1.6 Surface reinforcement
1.2 Tying bars
1.2.1 Tying method
إقرأ أيضاً هندسة الأساسات تأليف براجا م داس ترجمة المهندسة لمي وقائي
1.2.2 Tie points
1.3 Spacers and chairs
1.3.1 Types of spacer and chair
1.3.2 Graphic representation
1.3.3 Placement rules
1.4 Welding reinforcing bars
1.4.1 Types of weld
1.4.2 Welded joint details
1.5 Verification of the anchorage limit state
1.5.1 Bond anchorage
1.5.2 Welded transverse bar anchorage
1.6 Anchorage rules for welded transverse bars
1.6.1 Bars where 14 <0^< 32 mm, 14 <0^< 32 mm
1.6.2 Bars where 12 mm, 0;^ < 12 mm
1.7 Relationship between construction details and durability.p between construction details and durability.
إقرأ أيضاً قاموس المهندس المدني
Constructive details
Group 01 Foundations
CD - 01.01 Wall footing supporting a reinforced concrete wall
CD - 01.02 Wall footing supporting a brick wall
CD - 01.03 Spread footing
01.04 Spread footing with variable depth 42
01.05 Circular footing (Circular reinforcement) 44
01.06 Circular footing (Reinforced with two welded panels) 46
01.07 Spread footing and expansion joint 48
01.08 Strap footing 50
01.09 Self-centred edge footing 52
01.10 Combined edge footing (Variation 1) 54
01.11 Combined edge footing (Variation 2) 56
01.12 Strap footing at corner (1 of 2) 58
01.12 Strap footing at corner (2 of 2) 60
01.13 Self-centred corner footing 62
01.14 Combined footing (Variation 1) 64
01.15 Combined footing (Variation 2) 66
01.16 Tie beam between footings 68
01.17 Foundation beam (Variation 1) 70
01.18 Foundation beam (Variation 2) 72
01.19 Grid foundation (Variation 1) (1 of 2) 74
01.19 Grid foundation (Variation 1) (2 of 2) 76
01.20 Grid foundation (Variation 2) (1 of 2) 78
01.20 Grid foundation (Variation 2) (2 of 2) 80
01.21 Foundation slab (1 of 2) 82
01.21 Foundation slab (2 of 2) 84
01.22 Caisson 86
01.23 Wall footing 88
01.24 Bored pile 90
01.25 Pile cap 92
01.26 Two-pile cap 94
01.27 Three-pile cap 96
01.28 Four-pile cap 98
01.29 Group pile cap (N > 4) 100
01.30 Centring beam for one- or two-pile caps
Constructive details
Group 01 Foundations
CD - 01.01 Wall footing supporting a reinforced concrete wall
CD - 01.02 Wall footing supporting a brick wall
CD - 01.03 Spread footing
01.04 Spread footing with variable depth 42
01.05 Circular footing (Circular reinforcement) 44
01.06 Circular footing (Reinforced with two welded panels) 46
01.07 Spread footing and expansion joint 48
01.08 Strap footing 50
01.09 Self-centred edge footing 52
01.10 Combined edge footing (Variation 1) 54
01.11 Combined edge footing (Variation 2) 56
01.12 Strap footing at corner (1 of 2) 58
01.12 Strap footing at corner (2 of 2) 60
01.13 Self-centred corner footing 62
01.14 Combined footing (Variation 1) 64
01.15 Combined footing (Variation 2) 66
01.16 Tie beam between footings 68
إقرأ أيضاً مشروع تخرج في الخرسانة المسلحة
01.17 Foundation beam (Variation 1) 70
01.18 Foundation beam (Variation 2) 72
01.19 Grid foundation (Variation 1) (1 of 2) 74
01.19 Grid foundation (Variation 1) (2 of 2) 76
01.20 Grid foundation (Variation 2) (1 of 2) 78
01.20 Grid foundation (Variation 2) (2 of 2) 80
01.21 Foundation slab (1 of 2) 82
01.21 Foundation slab (2 of 2) 84
01.22 Caisson 86
01.23 Wall footing 88
01.24 Bored pile 90
01.25 Pile cap 92
01.26 Two-pile cap 94
01.27 Three-pile cap 96
01.28 Four-pile cap 98
01.29 Group pile cap (N > 4) 100
01.30 Centring beam for one- or two-pile caps
Group 03 Columns and joints
CD - 03.01 Columns springing from the footing. Tie bar arrangement
CD - 03.02 Columns in intermediate storeys. Tie bar arrangement
CD - 03.03 Columns in top storey. Tie bar arrangement
CD - 03.04 Intermediate joint in edge columns (Variation 1 )
CD - 03.05 Intermediate joint in edge columns (Variation 2)
CD - 03.06 Intermediate joint in edge columns (Variation 3)
CD - 03.07 Intermediate corner joint (Variation 1 )
CD - 03.08 Intermediate corner joint (Variation 2)
CD - 03.09 Intermediate corner joint (Variation 3)
CD - 03.10 Facade or corner joint on last storey
CD - 03.11 Inside joint in intermediate storeys (Variation 1)
CD - 03.12 Inside joint in intermediate storeys (Variation 2)
CD - 03.13 Intermediate joint in circular columns
CD - 03.14 Transition from circular to rectangular columns
CD - 03.15 Corner joint in large span portal frames
CD - 03.16 Bar arrangement and shapes of ties in columns
CD - 03.17 Bundled bar arrangements
CD - 03.18 Arrangement of laps in columns with bundled bars
CD - 03.19 Edge schedule. Column schedule
Group 04 Walls subjected to axial loads
CD - 04.01 Walls, shear walls and cores. General arrangements
CD - 04.02 Walls, shear walls and cores. Joint detail
CD - 04.03 Walls, shear walls and cores. Corners, joints and edges
CD - 04.04 Walls, shear walls and cores. Detail of openings
CD - 04.05 Walls, shear walls and cores. Special details for slip forms
(Variation 1)
CD - 04.06 Walls, shear walls and cores. Special details for slip forms
(Variation 2)
Group 05 Beams and lintels 223
CD - 05.01 Beams. Simply supported beams
CD - 05.02 Beams. Header joist
CD - 05.03 Beams. Continuous lintels with constant depth
CD - 05.04 Beams. Continuous lintels with variable depth
CD - 05.05 Beams. Staggered lintels
CD - 05.06 Beams. Stepped lintels
CD - 05.07 Beams. Edge soffit beam
CD - 05.08 Beams. Internal soffit beam
CD - 05.09 Beams. Soffit beam-edge beam intersection (1 of 2)
إقرأ أيضاً الكود البريطاني للصلب والخرسانة والجسور المركبة
CD - 05.09 Beams. Soffit beam-edge beam intersection (2 of 2)
CD - 05.10 Beams. Transition from internal soffit beams to normal beams
CD - 05.11 Beams. Transition from edge soffit beams to normal beams
CD - 05.12 Beams. Joint details
CD - 05.13 Beams. Industrialised joint
CD - 05.14 Beams. Cantilevered beams
CD - 05.15 Beams. Arrangement of reinforcement at cross-section
CD - 05.16 Beams. Contraction joints
CD - 05.17 Beams with architectural concrete. Contraction joints and
construction joints
