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Dayton Superior D250 S/CA #3/#4 Bar Lock Rebar Coupler

Dayton Superior D250 S/CA #3/#4 (10/13mm) Bar Lock Rebar Coupler

Price: $48.50

Dayton Superior D250 S/CA #5 Bar Lock Rebar Coupler

Dayton Superior D250 S/CA #5 (16mm) Bar Lock Rebar Coupler

Price: CALL

Item #: D220
Availability: Custom Order
Usually ships In Will Advise
  • Mechanically couple any configuration of different sized rebar together
  • Available from #4 through #18 Rebar
  • Available: Plain, Epoxy Coated
  • No bar end preparation
  • Installation at the job site
  • Used in tension, compression, and seismic applications
  • No fabrication required
  • APPROVALS / COMPLIANCE: ACI 318 (ASTM A615 and A706), Army Corps of Engineers CW 03210, Satisfies AC-133,
  • International Building Code (IBC), AASHTO
  • CALL FOR PRICING AND LEAD-TIME
  • Made to order allow for manufacturing lead-time
Price: CALL

    Quantity:

    Bar Lock Transition Couplers are used to mechanically couple two
    different diameter rebar together. Commonly used in structures to join
    the larger rebar used in foundations to smaller diameter rebar used
    above grade.
    Transition couplers are available in S/CA Series, L-Series and XL-Series
    and are available as plain or epoxy coated. Made from USA melted and
    rolled steel.

    S/CA Series ACI 318-17 (or earlier) Type 1 Grade 60 ACI 318-19 Type 2 Grade 60
    L-Series ACI 318 Type 2 Grade 60 ACI 318 Type 1 Grade 75
    XL-Series ACI 318 Type 2 Grade 75/80



    INSTALLATION

    1. Insert the end of the first rebar into the coupler (for thatsize rebar) until it contacts the weldment disc.

    2. Holding the first rebar in place, tighten all bolts on that halfuntil they are hand tight against the rebar.

    3. Insert the end of the second rebar into the coupler (for thatsize rebar) until it contacts the weldment. disc.

    4. Holding the second rebar in place, tighten all bolts on thathalf until they are hand tight against the rebar.

    5. In a random, alternating pattern, tighten all bolts toapproximately 50% of the specified bolt torque value.

    6. In a random, alternating pattern, tighten all bolts toapproximately 75% of the specified bolt torque value

    INSTALLATION

    1. Insert the end of the first rebar into the coupler (for

    that size rebar) until it contacts the weldment disc.

    2. Holding the first rebar in place, tighten all bolts on

    that half until they are hand tight against the rebar.

    3. Insert the end of the second rebar into the coupler

    (for that size rebar) until it contacts the weldment.

    disc.

    4. Holding the second rebar in place, tighten all bolts on

    that half until they are hand tight against the rebar.

    5. In a random, alternating pattern, tighten all bolts to

    approximately 50% of the specified bolt torque value.

    6. In a random, alternating pattern, tighten all bolts to

    approximately 75% of the specified bolt torque value.

    7. In a random, alternating pattern, tighten all bolts

    until all the heads of the bolts shear off.

    Note:

    A. Prior to tightening, the serrated rails MUST

    remain aligned in the same position as they were

    manufactured. If they are damaged or knocked out

    of alignment while positioning, installation MUST

    cease and a new coupler used.

    B. Bolt tightening MUST be done in a random

    alternating pattern similar to tightening the lug nuts

    on an automobile wheel.

    C. A high-quality, 1? -pneumatic drive, impact

    wrench with at least 100 psig air flow and 185

    CFM of delivered air through a no less than 0.75?

    hose MUST be used for installation.