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Manual for Detailing Reinforced
Concrete 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


إقرأ أيضاً  أعمال الجبس بورد 

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 


إقرأ أيضاً أعمال اللياسة 


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 




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