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Guide for Design, Installation, and Assessment of Post-Installed Reinforcements

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  • Formatas: 94 pages, aukštis x plotis x storis: 2250x1500x0.50 mm, weight: 400 g
  • Išleidimo metai: 26-May-2021
  • Leidėjas: Hong Kong Univ Pr
  • ISBN-10: 9888528602
  • ISBN-13: 9789888528608
Kitos knygos pagal šią temą:
Guide for Design, Installation, and Assessment of Post-Installed ReinforcementsDidesnis paveikslėlis
  • Formatas: 94 pages, aukštis x plotis x storis: 2250x1500x0.50 mm, weight: 400 g
  • Išleidimo metai: 26-May-2021
  • Leidėjas: Hong Kong Univ Pr
  • ISBN-10: 9888528602
  • ISBN-13: 9789888528608
Kitos knygos pagal šią temą:
Pastovi nuoroda: https://www.kriso.lt/db/9789888528608.html

The frequent use of post-installed reinforcements to rehabilitate and strengthen existing buildings and other structures have made this technology increasingly important. The technology, which connects new structural components to existing concrete structures, offers flexibility in design and construction. The international market, however, has a paucity of guides for the design, installation, and quality control of post-installed reinforcements. Guide for Design, Installation, and Assessment of Post-Installed Reinforcements aims to address this gap by proposing an innovative approach to post-installed reinforcements combined with local design provisions, revealing the possibilities for post-installed reinforcements to designers, contractors, and building control bodies alike.

List of Figures
x
List of Tables
xiii
Preface xiv
Acknowledgements xv
Abbreviations xvi
Symbols xvii
1 Introduction of Post-installed Reinforcements
1(8)
1.1 Scope of guidelines
1(4)
1.1.1 International guidelines for post-installed reinforcements
1(3)
1.1.2 Relevance to the local Hong Kong design guide
4(1)
1.2 Post-installed and cast-in reinforcements
5(4)
1.2.1 Local load transfer mechanism among reinforcements, bonding agent, and concrete
5(2)
1.2.2 Load transfer with reinforcement lap splicing and reinforcement anchoring and associated failure modes
7(1)
1.2.3 Shear stress transfer at interface between new and old concrete
7(2)
2 Adhesion Systems, Base Materials, and Reinforcements
9(7)
2.1 Adhesion systems
9(6)
2.1.1 Types of adhesives
9(2)
2.1.2 Temperature effects on adhesives
11(2)
2.1.3 Adhesion system use considerations
13(2)
2.2 Concrete
15(1)
2.3 Reinforcements
15(1)
3 Installation Methods
16(14)
3.1 General
16(2)
3.1.1 Installer qualifications
16(1)
3.1.2 Installation process
17(1)
3.2 Locating existing reinforcements (Step 1)
18(1)
3.3 Roughening old concrete surface (Step 2)
18(4)
3.3.1 Roughened area
18(1)
3.3.2 Requirements in HKBD 2013
18(1)
3.3.3 Requirements in EN 1992-1-1 (2004)
18(1)
3.3.4 Methods of surface preparation
19(3)
3.4 Drilling holes into concrete (Step 3)
22(2)
3.4.1 Hole drilling requirements
22(1)
3.4.2 Types of drilling methods
23(1)
3.4.3 Drilling aids
24(1)
3.5 Cleaning drilled holes (Step 4)
24(2)
3.6 Injecting adhesive (Step 5)
26(2)
3.6.1 Inspection
26(1)
3.6.2 Adhesive dispensing tools
27(1)
3.6.3 Injection process
27(1)
3.7 Inserting reinforcements (Step 6)
28(2)
3.7.1 Preparing reinforcements
28(1)
3.7.2 Inserting reinforcements
28(2)
4 Design Methods and Examples
30(48)
4.1 Identifying key design parameters
30(1)
4.2 Design philosophy for post-installed reinforcements: Reinforcement and bonded anchors
30(10)
4.2.1 Comparison of current provisions for post-installed reinforcement designs: European standards
30(4)
4.2.2 Design provisions for RA design procedures in HKBD 2013
34(2)
4.2.3 Design provisions for RA design procedures in EN 1992-1-1 (2004)
36(3)
4.2.4 Summary of RA design provisions
39(1)
4.3 A state-of-the-art moment connection design method for post-installed reinforcements using a strut-and-tie model
40(6)
4.3.1 Confinement method to increase bond strength (extension of EN 1992-1-1 (2004))
44(1)
4.3.2 Design provisions in HKBD (2013) to supplement STM
45(1)
4.3.3 Design provisions in EN 1992-1-1 (2004) to supplement STM
45(1)
4.4 Recommended post-installed reinforcement design for Hong Kong
46(32)
4.4.1 Design parameters
46(7)
4.4.2 Design examples
53(25)
5 Qualification and Quality Control of Post-installed Reinforcement Connections
78(13)
5.1 Qualification of system for post-installed reinforcements
78(6)
5.1.1 Basic principles
78(1)
5.1.2 Applications of EAD 330087-00-0601 (2018) and AC 308 (2016)
78(1)
5.1.3 Specific differences between EAD 330087-00-0601 (2018) and AC 308 (2016)
79(2)
5.1.4 Seismic assessments: Cyclic testing as per EAD 331522-00-0601 (endorsed draft 2018) and AC 308 (2016)
81(1)
5.1.5 Fire exposure assessment: EAD 330087-00-0601 (2018)
82(1)
5.1.6 Recommendations for qualifying post-installed reinforcements in Hong Kong
83(1)
5.2 Supervision, inspection, and certification
84(2)
5.2.1 Supervision
84(1)
5.2.2 Supervision logbook
85(1)
5.2.3 Inspection
86(1)
5.2.4 Certification
86(1)
5.3 On-site testing
86(3)
5.3.1 Tester
87(1)
5.3.2 Testing requirements to validate quality of installation
87(1)
5.3.3 Test report
88(1)
5.4 Outlook and future development for quality control of post-installed reinforcements in Hong Kong
89(2)
References 91(4)
About the Authors 95