Alfred Steinle, Hubert Bachmann, Mathias Tillmann
Precast Concrete Structures (eBook, ePUB)
Übersetzer: Thrift, Philip
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Alfred Steinle, Hubert Bachmann, Mathias Tillmann
Precast Concrete Structures (eBook, ePUB)
Übersetzer: Thrift, Philip
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Building with precast concrete elements is one of the most innovative forms of construction. This book serves as an introduction to this topic, including examples, and thus supplies all the information necessary for conceptual and detailed design.
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Building with precast concrete elements is one of the most innovative forms of construction. This book serves as an introduction to this topic, including examples, and thus supplies all the information necessary for conceptual and detailed design.
Dieser Download kann aus rechtlichen Gründen nur mit Rechnungsadresse in D ausgeliefert werden.
Produktdetails
- Produktdetails
- Verlag: Wiley-VCH
- Erscheinungstermin: 28. Januar 2019
- Englisch
- ISBN-13: 9783433609040
- Artikelnr.: 55140477
- Verlag: Wiley-VCH
- Erscheinungstermin: 28. Januar 2019
- Englisch
- ISBN-13: 9783433609040
- Artikelnr.: 55140477
- Herstellerkennzeichnung Die Herstellerinformationen sind derzeit nicht verfügbar.
Dr.-Ing. Alfred Steinle (1936-2017) war bei der Ed. Züblin AG im Brückenbau und später vorwiegend auf dem Gebiet des Fertigteilbaus tätig. Er beendete 1999 seine berufliche Laufbahn als Prokurist im Technischen Büro der Hauptverwaltung der Ed. Züblin AG. Dr.-Ing. Hubert Bachmann ist nach dem Bauingenieurstudium und anschließender Promotion an der Universität Karlsruhe (TH) seit 1993 im Technischen Büro Konstruktiver Ingenieurbau (TBK) der Ed. Züblin AG in Stuttgart tätig. Seine Aufgabenbereiche umfassen Ausführungsplanungen von Ingenieurbauten aller Art sowie die Forschung und Entwicklung im Hoch- und Ingenieurbau. Dipl.-Ing. Mathias Tillmann war nach dem Studium des Bauingenieurwesens an der RWTH Aachen als Projektingenieur, Tragwerksplaner und Konstrukteur tätig. Seit 2007 ist er bei der Fachvereinigung Deutscher Betonfertigteilbau e.V. (FDB) für den Bereich Technik und Normung zuständig. Alle drei Verfasser waren bzw. sind in den Verbänden der Bauindustrie in technischen Gremien und in nationalen und internationalen Normenausschüssen engagiert.
Preface
Introduction
1 General
1.1The advantages of factory production
1.2 Historical development
1.3 European standardisation
2 Design of Precast Concrete Structures
2.1 General
2.2 Tolerances and calculations for fit
2.3 Production
2.4 Transport and erection
2.5 Sustainability
2.6 Design examples
3 Stability of Precast Concrete Structures
3.1 General
3.2 Loads on stability components
3.3 Loadbearing members for stability
3.4 Distribution of horizontal loads
3.5 Analysis of stability components
3.6 Construction details
4 Precast Concrete Elements
4.1 General
4.2 Floor and roof elements
4.3 Beams
4.4 Columns
4.5 Walls
4.6 Foundations
5 Connections for Precast Concrete Construction
5.1 General
5.2 Purlin supports
5.3 Roof beam supports
5.4 Floor slab supports
5.5 Downstand beam supports
5.6 Wall element supports
5.7 Balcony slabs
5.8 Stair supports
5.9 Column/foundation
6 Individual Design Issues
6.1 General
6.2 Patch loads
6.3 Supports
6.4 Column butt joints
6.5 Wall/floor connections
6.6 Shear dowels
6.7 Welded connections
6.8 Bolted connections and screw couplers
6.9 Other forms of connection
6.10 Transport fixings
6.11 Transferring shear forces across joints
6.12 Floor diaphragms and shear walls
6.13 Shear forces in floor elements
6.14 Notched supports
6.15 Corbels
6.16 Analysis of lateral buckling
6.17 Design for fire
6.18 Pretensioning
7 Precast Concrete Façades
7.1 General
7.2 Conceptual design
7.3 Surface finishes
7.4 Joint waterproofing
7.5 Concrete sandwich panels
7.6 Suspended façade panels
7.7 Further developments for concrete façades
7.8 Building physics
7.9 Case studies
8 Production
8.1 Production methods
8.2 Concretes for precast concrete elements
8.3 Heat treatment and curing
8.4 Reinforcement
8.5 Pretensioning in prestressing beds
8.6 Quality assurance
IndexPreface
Introduction
1 General
1.1The advantages of factory production
1.2 Historical development
1.3 European standardisation
2 Design of Precast Concrete Structures
2.1 General
2.2 Tolerances and calculations for fit
2.3 Production
2.4 Transport and erection
2.5 Sustainability
2.6 Design examples
3 Stability of Precast Concrete Structures
3.1 General
3.2 Loads on stability components
3.3 Loadbearing members for stability
3.4 Distribution of horizontal loads
3.5 Analysis of stability components
3.6 Construction details
4 Precast Concrete Elements
4.1 General
4.2 Floor and roof elements
4.3 Beams
4.4 Columns
4.5 Walls
4.6 Foundations
5 Connections for Precast Concrete Construction
5.1 General
5.2 Purlin supports
5.3 Roof beam supports
5.4 Floor slab supports
5.5 Downstand beam supports
5.6 Wall element supports
5.7 Balcony slabs
5.8 Stair supports
5.9 Column/foundation
6 Individual Design Issues
6.1 General
6.2 Patch loads
6.3 Supports
6.4 Column butt joints
6.5 Wall/floor connections
6.6 Shear dowels
6.7 Welded connections
6.8 Bolted connections and screw couplers
6.9 Other forms of connection
6.10 Transport fixings
6.11 Transferring shear forces across joints
6.12 Floor diaphragms and shear walls
6.13 Shear forces in floor elements
6.14 Notched supports
6.15 Corbels
6.16 Analysis of lateral buckling
6.17 Design for fire
6.18 Pretensioning
7 Precast Concrete Façades
7.1 General
7.2 Conceptual design
7.3 Surface finishes
7.4 Joint waterproofing
7.5 Concrete sandwich panels
7.6 Suspended façade panels
7.7 Further developments for concrete façades
7.8 Building physics
7.9 Case studies
8 Production
8.1 Production methods
8.2 Concretes for precast concrete elements
8.3 Heat treatment and curing
8.4 Reinforcement
8.5 Pretensioning in prestressing beds
8.6 Quality assurance
Index
Introduction
1 General
1.1The advantages of factory production
1.2 Historical development
1.3 European standardisation
2 Design of Precast Concrete Structures
2.1 General
2.2 Tolerances and calculations for fit
2.3 Production
2.4 Transport and erection
2.5 Sustainability
2.6 Design examples
3 Stability of Precast Concrete Structures
3.1 General
3.2 Loads on stability components
3.3 Loadbearing members for stability
3.4 Distribution of horizontal loads
3.5 Analysis of stability components
3.6 Construction details
4 Precast Concrete Elements
4.1 General
4.2 Floor and roof elements
4.3 Beams
4.4 Columns
4.5 Walls
4.6 Foundations
5 Connections for Precast Concrete Construction
5.1 General
5.2 Purlin supports
5.3 Roof beam supports
5.4 Floor slab supports
5.5 Downstand beam supports
5.6 Wall element supports
5.7 Balcony slabs
5.8 Stair supports
5.9 Column/foundation
6 Individual Design Issues
6.1 General
6.2 Patch loads
6.3 Supports
6.4 Column butt joints
6.5 Wall/floor connections
6.6 Shear dowels
6.7 Welded connections
6.8 Bolted connections and screw couplers
6.9 Other forms of connection
6.10 Transport fixings
6.11 Transferring shear forces across joints
6.12 Floor diaphragms and shear walls
6.13 Shear forces in floor elements
6.14 Notched supports
6.15 Corbels
6.16 Analysis of lateral buckling
6.17 Design for fire
6.18 Pretensioning
7 Precast Concrete Façades
7.1 General
7.2 Conceptual design
7.3 Surface finishes
7.4 Joint waterproofing
7.5 Concrete sandwich panels
7.6 Suspended façade panels
7.7 Further developments for concrete façades
7.8 Building physics
7.9 Case studies
8 Production
8.1 Production methods
8.2 Concretes for precast concrete elements
8.3 Heat treatment and curing
8.4 Reinforcement
8.5 Pretensioning in prestressing beds
8.6 Quality assurance
IndexPreface
Introduction
1 General
1.1The advantages of factory production
1.2 Historical development
1.3 European standardisation
2 Design of Precast Concrete Structures
2.1 General
2.2 Tolerances and calculations for fit
2.3 Production
2.4 Transport and erection
2.5 Sustainability
2.6 Design examples
3 Stability of Precast Concrete Structures
3.1 General
3.2 Loads on stability components
3.3 Loadbearing members for stability
3.4 Distribution of horizontal loads
3.5 Analysis of stability components
3.6 Construction details
4 Precast Concrete Elements
4.1 General
4.2 Floor and roof elements
4.3 Beams
4.4 Columns
4.5 Walls
4.6 Foundations
5 Connections for Precast Concrete Construction
5.1 General
5.2 Purlin supports
5.3 Roof beam supports
5.4 Floor slab supports
5.5 Downstand beam supports
5.6 Wall element supports
5.7 Balcony slabs
5.8 Stair supports
5.9 Column/foundation
6 Individual Design Issues
6.1 General
6.2 Patch loads
6.3 Supports
6.4 Column butt joints
6.5 Wall/floor connections
6.6 Shear dowels
6.7 Welded connections
6.8 Bolted connections and screw couplers
6.9 Other forms of connection
6.10 Transport fixings
6.11 Transferring shear forces across joints
6.12 Floor diaphragms and shear walls
6.13 Shear forces in floor elements
6.14 Notched supports
6.15 Corbels
6.16 Analysis of lateral buckling
6.17 Design for fire
6.18 Pretensioning
7 Precast Concrete Façades
7.1 General
7.2 Conceptual design
7.3 Surface finishes
7.4 Joint waterproofing
7.5 Concrete sandwich panels
7.6 Suspended façade panels
7.7 Further developments for concrete façades
7.8 Building physics
7.9 Case studies
8 Production
8.1 Production methods
8.2 Concretes for precast concrete elements
8.3 Heat treatment and curing
8.4 Reinforcement
8.5 Pretensioning in prestressing beds
8.6 Quality assurance
Index
Preface
Introduction
1 General
1.1The advantages of factory production
1.2 Historical development
1.3 European standardisation
2 Design of Precast Concrete Structures
2.1 General
2.2 Tolerances and calculations for fit
2.3 Production
2.4 Transport and erection
2.5 Sustainability
2.6 Design examples
3 Stability of Precast Concrete Structures
3.1 General
3.2 Loads on stability components
3.3 Loadbearing members for stability
3.4 Distribution of horizontal loads
3.5 Analysis of stability components
3.6 Construction details
4 Precast Concrete Elements
4.1 General
4.2 Floor and roof elements
4.3 Beams
4.4 Columns
4.5 Walls
4.6 Foundations
5 Connections for Precast Concrete Construction
5.1 General
5.2 Purlin supports
5.3 Roof beam supports
5.4 Floor slab supports
5.5 Downstand beam supports
5.6 Wall element supports
5.7 Balcony slabs
5.8 Stair supports
5.9 Column/foundation
6 Individual Design Issues
6.1 General
6.2 Patch loads
6.3 Supports
6.4 Column butt joints
6.5 Wall/floor connections
6.6 Shear dowels
6.7 Welded connections
6.8 Bolted connections and screw couplers
6.9 Other forms of connection
6.10 Transport fixings
6.11 Transferring shear forces across joints
6.12 Floor diaphragms and shear walls
6.13 Shear forces in floor elements
6.14 Notched supports
6.15 Corbels
6.16 Analysis of lateral buckling
6.17 Design for fire
6.18 Pretensioning
7 Precast Concrete Façades
7.1 General
7.2 Conceptual design
7.3 Surface finishes
7.4 Joint waterproofing
7.5 Concrete sandwich panels
7.6 Suspended façade panels
7.7 Further developments for concrete façades
7.8 Building physics
7.9 Case studies
8 Production
8.1 Production methods
8.2 Concretes for precast concrete elements
8.3 Heat treatment and curing
8.4 Reinforcement
8.5 Pretensioning in prestressing beds
8.6 Quality assurance
IndexPreface
Introduction
1 General
1.1The advantages of factory production
1.2 Historical development
1.3 European standardisation
2 Design of Precast Concrete Structures
2.1 General
2.2 Tolerances and calculations for fit
2.3 Production
2.4 Transport and erection
2.5 Sustainability
2.6 Design examples
3 Stability of Precast Concrete Structures
3.1 General
3.2 Loads on stability components
3.3 Loadbearing members for stability
3.4 Distribution of horizontal loads
3.5 Analysis of stability components
3.6 Construction details
4 Precast Concrete Elements
4.1 General
4.2 Floor and roof elements
4.3 Beams
4.4 Columns
4.5 Walls
4.6 Foundations
5 Connections for Precast Concrete Construction
5.1 General
5.2 Purlin supports
5.3 Roof beam supports
5.4 Floor slab supports
5.5 Downstand beam supports
5.6 Wall element supports
5.7 Balcony slabs
5.8 Stair supports
5.9 Column/foundation
6 Individual Design Issues
6.1 General
6.2 Patch loads
6.3 Supports
6.4 Column butt joints
6.5 Wall/floor connections
6.6 Shear dowels
6.7 Welded connections
6.8 Bolted connections and screw couplers
6.9 Other forms of connection
6.10 Transport fixings
6.11 Transferring shear forces across joints
6.12 Floor diaphragms and shear walls
6.13 Shear forces in floor elements
6.14 Notched supports
6.15 Corbels
6.16 Analysis of lateral buckling
6.17 Design for fire
6.18 Pretensioning
7 Precast Concrete Façades
7.1 General
7.2 Conceptual design
7.3 Surface finishes
7.4 Joint waterproofing
7.5 Concrete sandwich panels
7.6 Suspended façade panels
7.7 Further developments for concrete façades
7.8 Building physics
7.9 Case studies
8 Production
8.1 Production methods
8.2 Concretes for precast concrete elements
8.3 Heat treatment and curing
8.4 Reinforcement
8.5 Pretensioning in prestressing beds
8.6 Quality assurance
Index
Introduction
1 General
1.1The advantages of factory production
1.2 Historical development
1.3 European standardisation
2 Design of Precast Concrete Structures
2.1 General
2.2 Tolerances and calculations for fit
2.3 Production
2.4 Transport and erection
2.5 Sustainability
2.6 Design examples
3 Stability of Precast Concrete Structures
3.1 General
3.2 Loads on stability components
3.3 Loadbearing members for stability
3.4 Distribution of horizontal loads
3.5 Analysis of stability components
3.6 Construction details
4 Precast Concrete Elements
4.1 General
4.2 Floor and roof elements
4.3 Beams
4.4 Columns
4.5 Walls
4.6 Foundations
5 Connections for Precast Concrete Construction
5.1 General
5.2 Purlin supports
5.3 Roof beam supports
5.4 Floor slab supports
5.5 Downstand beam supports
5.6 Wall element supports
5.7 Balcony slabs
5.8 Stair supports
5.9 Column/foundation
6 Individual Design Issues
6.1 General
6.2 Patch loads
6.3 Supports
6.4 Column butt joints
6.5 Wall/floor connections
6.6 Shear dowels
6.7 Welded connections
6.8 Bolted connections and screw couplers
6.9 Other forms of connection
6.10 Transport fixings
6.11 Transferring shear forces across joints
6.12 Floor diaphragms and shear walls
6.13 Shear forces in floor elements
6.14 Notched supports
6.15 Corbels
6.16 Analysis of lateral buckling
6.17 Design for fire
6.18 Pretensioning
7 Precast Concrete Façades
7.1 General
7.2 Conceptual design
7.3 Surface finishes
7.4 Joint waterproofing
7.5 Concrete sandwich panels
7.6 Suspended façade panels
7.7 Further developments for concrete façades
7.8 Building physics
7.9 Case studies
8 Production
8.1 Production methods
8.2 Concretes for precast concrete elements
8.3 Heat treatment and curing
8.4 Reinforcement
8.5 Pretensioning in prestressing beds
8.6 Quality assurance
IndexPreface
Introduction
1 General
1.1The advantages of factory production
1.2 Historical development
1.3 European standardisation
2 Design of Precast Concrete Structures
2.1 General
2.2 Tolerances and calculations for fit
2.3 Production
2.4 Transport and erection
2.5 Sustainability
2.6 Design examples
3 Stability of Precast Concrete Structures
3.1 General
3.2 Loads on stability components
3.3 Loadbearing members for stability
3.4 Distribution of horizontal loads
3.5 Analysis of stability components
3.6 Construction details
4 Precast Concrete Elements
4.1 General
4.2 Floor and roof elements
4.3 Beams
4.4 Columns
4.5 Walls
4.6 Foundations
5 Connections for Precast Concrete Construction
5.1 General
5.2 Purlin supports
5.3 Roof beam supports
5.4 Floor slab supports
5.5 Downstand beam supports
5.6 Wall element supports
5.7 Balcony slabs
5.8 Stair supports
5.9 Column/foundation
6 Individual Design Issues
6.1 General
6.2 Patch loads
6.3 Supports
6.4 Column butt joints
6.5 Wall/floor connections
6.6 Shear dowels
6.7 Welded connections
6.8 Bolted connections and screw couplers
6.9 Other forms of connection
6.10 Transport fixings
6.11 Transferring shear forces across joints
6.12 Floor diaphragms and shear walls
6.13 Shear forces in floor elements
6.14 Notched supports
6.15 Corbels
6.16 Analysis of lateral buckling
6.17 Design for fire
6.18 Pretensioning
7 Precast Concrete Façades
7.1 General
7.2 Conceptual design
7.3 Surface finishes
7.4 Joint waterproofing
7.5 Concrete sandwich panels
7.6 Suspended façade panels
7.7 Further developments for concrete façades
7.8 Building physics
7.9 Case studies
8 Production
8.1 Production methods
8.2 Concretes for precast concrete elements
8.3 Heat treatment and curing
8.4 Reinforcement
8.5 Pretensioning in prestressing beds
8.6 Quality assurance
Index