RECOMMENDATIONS FOR UPGADING OF CONCRETE STRUCTURES

WITH USE OF CONTINUOUS FIBER SHEETS

 

CONTENTS

 

CHAPTER 1: GENERAL

 

 1.1 Scope

1

 1.2 Definitions

 

3

CHAPTER 2: BASICS OF UPGRADING.

 

 2.1 General

4

 2.2 Upgrading process

 

  6

CHAPTER 3: MATERIALS

 

 3.1 General

9

 3.2 Quality of Materials

9

     3.2.1 Continuous fiber sheets and continuous fiber strands

9

     3.2.2 Impregnation resin

10

     3.2.3 Primer

11

     3.2.4 Smoothing agent

12

     3.2.5 Other materials

12

 3.3 Characteristic Values and Design Values of Materials

13

     3.3.1 General

13

     3.3.2 Continuous fiber sheets

14

     3.3.3 Continuous fiber strands

                     

17

CHAPTER 4: LOADS AND ENVIRONMENTAL ACTIONS

 

20

CHAPTER 5: DETAILED INSPECTION OF EXISTING

                     CONCRETE STRUCTURES

 

 5.1 General

  21

 5.2 Detailed inspection USING DOCUMENT, RECORDS, ETC

21

 5.3 Detailed inspection at the site

 

22

CHAPTER 6: PERFORMANCE VERIFICATION FOR UPGRADED

                     CONCRETE STRUCTURES

 

 6.1 General

24

 6.2 Design strength of materials in existing structures

25

     6.2.1 General

25

     6.2.2 Concrete

27

     6.2.3 Steel

29

 6.3 Safety factor

30

 6.4 Verification of Safety

31

     6.4.1 Design flexural and axial load-carrying capacity

31

     6.4.2 Design shear capacity for bar members

35

     6.4.3 Design flexural fatigue resistance

46

     6.4.4 Design punching shear fatigue resistance of planar members

47

     6.4.5 Safety with respect to seismic action

48

          6.4.5.1 Design ductility ratio of members

48

          6.4.5.2 Member restoration force model

51

     6.4.6 Fire safety

52

     6.4.7 Collision safety

55

6.5 Verification of serviceability

57

     6.5.1 Stress level

57

     6.5.2 Crack width

58

     6.5.3 Displacement/deformation

59

6.6 Restorability

60

     6.6.1 Restorability after earthquake

60

6.7 Changes of performance of upgraded structures with the elapse of time

61

     6.7.1 General

61

     6.7.2 Verification of the effect of using continuous fiber sheets to prevent intrusion of

             chloride ions

62

6.8 Verification of structural details

65

     6.8.1 General

65

     6.8.2 Corner angles of members

66

     6.8.3 Overlap splices of continuous fiber sheets

66

     6.8.4 Anchoring of continuous fiber strands

67

     6.8.5 Mechanical anchoring of continuous fiber sheets 

 

68

CHAPTER 7: UPGRADING WORK

 

 7.1 General

69

 7.2 Work plan

70

 7.3 Handling of materials

71

 7.4 Surface preparation

72

 7.5 Bonding and jacketing

74

 7.6 Finishing work

76

 7.7 Inspections

78

     7.7.1 General

78

     7.7.2 Receiving inspection for materials

78

     7.7.3 Inspection of material storage condition

79

     7.7.4 Inspection of surface preparation, primer coating and smoothing

79

     7.7.5 Inspection of continuous fiber sheets and continuous fiber strands during and

             after construction

 

80

CHAPTER 8: WORK RECORDS

 

82

CHAPTER 9: MAINTENANCE OF UPGRADED CONCRETE STRUCTURES

 

 9.1 General

83

 9.2 Inspections and evaluation

84

 9.3 Countermeasures

 

86

 References

87