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    General Notes For Post-Installed Reinforcing Bars Specification

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    _jesseca
    General Notes for Post-Installed Reinforcing Bars Specification

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    General Notes For Post-Installed Reinforcing Bars Specification

    Uploaded by

    _jesseca
    43 views1 page
    General Notes for Post-Installed Reinforcing Bars Specification

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    General Notes for Post-Installed Reinforcing Bars Specification

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    General Notes for Post-Installed Reinforcing Bars Specification

    Copyright:

    © All Rights Reserved
    Download as DOC, PDF, TXT or read online from Scribd
    Download as doc, pdf, or txt
    43 views1 page

    General Notes For Post-Installed Reinforcing Bars Specification

    Uploaded by

    _jesseca
    General Notes for Post-Installed Reinforcing Bars Specification

    Copyright:

    © All Rights Reserved
    Download as DOC, PDF, TXT or read online from Scribd
    Download as doc, pdf, or txt
    of 1

    General Notes for Post-Installed Rebar

    POST-INSTALLED REINFORCING BAR CONNECTIONS SHALL BE DESIGNED PER THE CSA A23.3-14
    CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. POST-INSTALLED REINFORCING BAR
    CONNECTIONS SHALL CONSIST OF THE FOLLOWING ADHESIVE SYSTEMS AS PROVIDED BY HILTI
    (CANADA) CORPORATION.
    CONTACT HILTI AT (800) 363-4458 FOR PRODUCT RELATED QUESTIONS.
    1. POST-INSTALLED REINFORCING BAR CONNECTIONS IN CONCRETE
    a. ADHESIVE SYSTEMS WITH SafeSet TECHNOLOGY:
    i.
    HILTI HIT-RE 500 V3 SAFESET SYSTEM WITH HILTI HOLLOW DRILL BIT (TE-CD
    OR TE-YD), AND HILTI VC 20/40 VACUUM (VC 20-U OR VC 40-U) OR OTHER
    APPROVED DRILLING METHOD WITH POST-INSTALLED STEEL REINFORCING
    BARS
    ii.
    HILTI HIT-HY 200 SAFESET SYSTEM WITH HILTI HOLLOW DRILL BIT (TE-CD OR
    TE-YD), AND HILTI VC 20/40 VACUUM (VC 20-U OR VC 40-U) OR OTHER
    APPROVED DRILLING METHOD WITH POST-INSTALLED STEEL REINFORCING
    BARS

    2. THE DESIGN OF STRAIGHT POST-INSTALLED REINFORCING BARS SHALL BE PERFORMED PER


    THE DEVELOPMENT AND SPLICE REQUIREMENTS OF CSA A23.3-14 CODE REQUIREMENTS
    FOR STRUCTURAL CONCRETE. THE POST-INSTALLED REINFORCING BAR SYSTEM IS AN
    ALTERNATIVE TO CAST-IN-PLACE REINFORCING BARS GOVERNED BY CSA A23.3-14.

    3. THE ADHESIVE SYSTEM SHALL BE TESTED IN ACCORDANCE WITH THE ICC-ES ACCEPTANCE
    CRITERIA FOR POST-INSTALLED ADHESIVE ANCHORS IN CONCRETE ELEMENTS (AC308),
    TABLE 3.8. TECHNICAL DATA SHALL BE PUBLISHED IN AN ICC-ES EVALUATION SERVICE
    REPORT SHOWING COMPLIANCE WITH ACI 318-11 WHICH IS FUNCTIONALLY EQUIVALENT TO
    CSA A23.3-14
    .
    a. ICC-ES ESR-3814 FOR HILTI HIT-RE 500 V3 EPOXY ANCHORS AND POST-INSTALLED
    REINFORCING BAR CONNECTIONS IN CRACKED AND UNCRACKED CONCRETE
    b. ICC-ES ESR-3187 FOR HILTI HIT HY-200 ADHESIVE ANCHORS AND POST-INSTALLED
    REINFORCING BAR CONNECTIONS IN CRACKED AND UNCRACKED CONCRETE.
    4. POST-INSTALLED REINFORCING BAR INSTALLATION SHALL BE PERFORMED BY PERSONNEL
    TRAINED TO INSTALL THE SYSTEM PER THE MANUFACTURER'S PRINTED INSTALLATION
    INSTRUCTIONS (MPII), AS INCLUDED IN THE ANCHOR PACKAGING. THE CONCTRACTOR SHALL
    ARRANGE FOR A MANUFACTURERS REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION
    TRAINING FOR POST-INSTALLED REINFORCING BARS. THE STRUCTURAL ENGINEER OF
    RECORD MUST RECEIVE DOCUMENTED CONFIRMATION PRIOR TO THE COMMENCEMENT OF
    INSTALLING THE BARS THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO WILL INSTALL
    POST-INSTALLED REINFORCING BARS HAVE BEEN TRAINED TO INSTALL THE SYSTEM PER
    THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII).

    5. THE POSITION OF EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE SHALL BE


    LOCATED PRIOR TO POST-INSTALLING BARS. EXISTING BARS SHALL BE LOCATED USING HILTI
    FERROSCAN, GPR, X-RAY, CHIPPING OR OTHER MEANS.

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