PTI M10.6-15: Specification for Unbonded Single Strand Tendons Used for Slab-on-Ground Construction

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Product Code
9780870319488

PTI M10.6-15: Specification for Unbonded Single Strand Tendons Used for Slab-on-Ground Construction

This specification provides performance criteria for materials and detailed recommendations for the fabrication and installation of unbonded single strand tendons specifically used in any application of slab-on-ground construction using unbonded post-tensioned reinforcement. Specifications are presented for both “standard” and “encapsulated” unbonded single-strand tendon systems.

TABLE OF CONTENTS
1.0 — General
  1.1 — Scope
  1.2 — Definitions
  1.3 — References
     1.3.1 — Referenced standards and organizations 4
     1.3.2 — Cited publications
  1.4 — System description
  1.5 — Submittals
     1.5.1 — Prestressing steel
     1.5.2 — Anchorages and couplers
     1.5.3 — Sheathing
     1.5.4 — PT coating
     1.5.5 — Fabrication plant
     1.5.6 — Stressing records
  1.6 — Fabrication
     1.6.1 — General
        1.6.1.1 — PTI certified plants
        1.6.1.2 — Non-PTI certified plants
     1.6.2 — Handling, storage, and shipping
        1.6.2.1 — Handling prior to shipping
        1.6.2.2 — Storage prior to shipping
        1.6.2.3 — Shipping
  1.7 — Delivery, handling, and storage
     1.7.1 — Delivery
     1.7.2 — Handling and storage
        1.7.2.1 — Handling
        1.7.2.2 — Storage
        1.7.2.3 — Exposure
        1.7.2.4 — Wedges and anchors
 
2.0 — Products
  2.1 — Prestressing steel
     2.1.1 — Mechanical properties
     2.1.2 — Thermomechanical treatment
     2.1.3 — Traceability
     2.1.4 — Testing
    2.1.5 — Strand producer records
    2.1.6 — Identification
    2.1.7 — Packaging, marking, storage,and protection
    2.1.8 — Acceptance criteria for surface condition
    2.1.9 — Compliance requirements
  2.2 — Anchorages and couplers
    2.2.1 — Anchorages
       2.2.1.1 — Static tests
       2.2.1.2 — Fatigue tests
       2.2.1.3 — Bearing stresses
    2.2.2 — Castings
    2.2.3 — Wedges used in anchorages
    2.2.4 — Couplers
    2.2.5 — Compliance requirements
       2.2.5.1 — Conformance testing
       2.2.5.2 — Compliance
    2.2.6 — Anchorages and couplers in aggressive environments
       2.2.6.1 — Anchorages
       2.2.6.2 — Encapsulated tendons
  2.3 — Sheathing
    2.3.1 — General properties
    2.3.2 — Minimum thickness and diameter
       2.3.2.1 — Minimum thickness
       2.3.2.2 — Inside diameter
       2.3.2.3 — Appearance
    2.3.3 — Fabrication process
    2.3.4 — Sheathing coverage
    2.3.5 — Encapsulated tendons
  2.4 — PT coating
    2.4.1 — General properties
    2.4.2 — Type of PT coating
    2.4.3 — Minimum quantity
    2.4.4 — Performance criteria
 
3.0 — Execution
  3.1 — General
    3.1.1 — Qualifications and inspection
    3.1.2 — Recommended procedures
    3.1.3 — Handling
    3.1.4 — Protection
  3.2 — Tendon installation
    3.2.1 — General
       3.2.1.1 — Support intervals
       3.2.1.2 — Support system
       3.2.1.3 — Tendon tolerances
       3.2.1.4 — Lateral deviations
       3.2.1.5 — Protection
       3.2.1.6 — Protection from water
       3.2.1.7 — Encapsulated tendons
    3.2.2 — Stressing anchorages
       3.2.2.1 — Installation
       3.2.2.2 — Attachment requirements
       3.2.2.3 — Cover requirements
       3.2.2.4 — Pocket formers
       3.2.2.5 — Encapsulated tendons
       3.2.2.6 — Strand tail cover
    3.2.3 — Intermediate anchorages
       3.2.3.1 — Installation
       3.2.3.2 — Placement
       3.2.3.3 — Cover requirements
       3.2.3.4 — Pocket formers
       3.2.3.5 — Encapsulated tendons
    3.2.4 — Fixed anchorages
       3.2.4.1 — Installation
       3.2.4.2 — Wedge seating methodsfor fixed anchorages
       3.2.4.3 — Placement
       3.2.4.4 — Encapsulated tendons
    3.2.5 — Sheathing inspection
       3.2.5.1 — Sheathing damage
       3.2.5.2 — Repair procedure
  3.3 — Concrete placement
    3.3.1 — General
    3.3.2 — Placement
    3.3.3 — Protection of tendons
    3.3.4 — Sheathing repairs
  3.4 — Tendon stressing
    3.4.1 — General
       3.4.1.1 — Protection from water
       3.4.1.2 — Stressing procedures
       3.4.1.3 — Stressing jacks
    3.4.2 — Jack calibration
    3.4.3 — Elongation measurements
  3.5 — Tendon finishing
    3.5.1 — General
       3.5.1.1 — Cutting of tendon tails
       3.5.1.2 — Cutting methods
    3.5.2 — Encapsulated tendons
    3.5.3 — Stressing pockets
       3.5.3.1 — Preparation
       3.5.3.2 — Timing
 

Publisher: PTI/2015/35 pages/8½ x 11 in. (soft cover)/ISBN No. 9780870319488

 

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Description

PTI M10.6-15: Specification for Unbonded Single Strand Tendons Used for Slab-on-Ground Construction

This specification provides performance criteria for materials and detailed recommendations for the fabrication and installation of unbonded single strand tendons specifically used in any application of slab-on-ground construction using unbonded post-tensioned reinforcement. Specifications are presented for both “standard” and “encapsulated” unbonded single-strand tendon systems.

TABLE OF CONTENTS
1.0 — General
  1.1 — Scope
  1.2 — Definitions
  1.3 — References
     1.3.1 — Referenced standards and organizations 4
     1.3.2 — Cited publications
  1.4 — System description
  1.5 — Submittals
     1.5.1 — Prestressing steel
     1.5.2 — Anchorages and couplers
     1.5.3 — Sheathing
     1.5.4 — PT coating
     1.5.5 — Fabrication plant
     1.5.6 — Stressing records
  1.6 — Fabrication
     1.6.1 — General
        1.6.1.1 — PTI certified plants
        1.6.1.2 — Non-PTI certified plants
     1.6.2 — Handling, storage, and shipping
        1.6.2.1 — Handling prior to shipping
        1.6.2.2 — Storage prior to shipping
        1.6.2.3 — Shipping
  1.7 — Delivery, handling, and storage
     1.7.1 — Delivery
     1.7.2 — Handling and storage
        1.7.2.1 — Handling
        1.7.2.2 — Storage
        1.7.2.3 — Exposure
        1.7.2.4 — Wedges and anchors
 
2.0 — Products
  2.1 — Prestressing steel
     2.1.1 — Mechanical properties
     2.1.2 — Thermomechanical treatment
     2.1.3 — Traceability
     2.1.4 — Testing
    2.1.5 — Strand producer records
    2.1.6 — Identification
    2.1.7 — Packaging, marking, storage,and protection
    2.1.8 — Acceptance criteria for surface condition
    2.1.9 — Compliance requirements
  2.2 — Anchorages and couplers
    2.2.1 — Anchorages
       2.2.1.1 — Static tests
       2.2.1.2 — Fatigue tests
       2.2.1.3 — Bearing stresses
    2.2.2 — Castings
    2.2.3 — Wedges used in anchorages
    2.2.4 — Couplers
    2.2.5 — Compliance requirements
       2.2.5.1 — Conformance testing
       2.2.5.2 — Compliance
    2.2.6 — Anchorages and couplers in aggressive environments
       2.2.6.1 — Anchorages
       2.2.6.2 — Encapsulated tendons
  2.3 — Sheathing
    2.3.1 — General properties
    2.3.2 — Minimum thickness and diameter
       2.3.2.1 — Minimum thickness
       2.3.2.2 — Inside diameter
       2.3.2.3 — Appearance
    2.3.3 — Fabrication process
    2.3.4 — Sheathing coverage
    2.3.5 — Encapsulated tendons
  2.4 — PT coating
    2.4.1 — General properties
    2.4.2 — Type of PT coating
    2.4.3 — Minimum quantity
    2.4.4 — Performance criteria
 
3.0 — Execution
  3.1 — General
    3.1.1 — Qualifications and inspection
    3.1.2 — Recommended procedures
    3.1.3 — Handling
    3.1.4 — Protection
  3.2 — Tendon installation
    3.2.1 — General
       3.2.1.1 — Support intervals
       3.2.1.2 — Support system
       3.2.1.3 — Tendon tolerances
       3.2.1.4 — Lateral deviations
       3.2.1.5 — Protection
       3.2.1.6 — Protection from water
       3.2.1.7 — Encapsulated tendons
    3.2.2 — Stressing anchorages
       3.2.2.1 — Installation
       3.2.2.2 — Attachment requirements
       3.2.2.3 — Cover requirements
       3.2.2.4 — Pocket formers
       3.2.2.5 — Encapsulated tendons
       3.2.2.6 — Strand tail cover
    3.2.3 — Intermediate anchorages
       3.2.3.1 — Installation
       3.2.3.2 — Placement
       3.2.3.3 — Cover requirements
       3.2.3.4 — Pocket formers
       3.2.3.5 — Encapsulated tendons
    3.2.4 — Fixed anchorages
       3.2.4.1 — Installation
       3.2.4.2 — Wedge seating methodsfor fixed anchorages
       3.2.4.3 — Placement
       3.2.4.4 — Encapsulated tendons
    3.2.5 — Sheathing inspection
       3.2.5.1 — Sheathing damage
       3.2.5.2 — Repair procedure
  3.3 — Concrete placement
    3.3.1 — General
    3.3.2 — Placement
    3.3.3 — Protection of tendons
    3.3.4 — Sheathing repairs
  3.4 — Tendon stressing
    3.4.1 — General
       3.4.1.1 — Protection from water
       3.4.1.2 — Stressing procedures
       3.4.1.3 — Stressing jacks
    3.4.2 — Jack calibration
    3.4.3 — Elongation measurements
  3.5 — Tendon finishing
    3.5.1 — General
       3.5.1.1 — Cutting of tendon tails
       3.5.1.2 — Cutting methods
    3.5.2 — Encapsulated tendons
    3.5.3 — Stressing pockets
       3.5.3.1 — Preparation
       3.5.3.2 — Timing
 

Publisher: PTI/2015/35 pages/8½ x 11 in. (soft cover)/ISBN No. 9780870319488

 

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