
END TERMINATION PROCEDURE
The following procedure describes a field installable end termination technique using crimped copper sleeves (3 sleeves/termination). Each sleeve is crimped 2 times and requires the proper corresponding hand tool. No other special tools are required. (Refer to the drawing above).
- Slide three "sleeves" onto the line (leave the jacket on the line). DO NOT USE ANY LUBRICANTS!
- Bend line around a "thimble" and press the "tail" of the line against the "body" of the line forming the "eye". Refer to the drawing above.
- Slide the sleeves up and over the tail and body of the line. Position the sleeves to secure the thimble snugly in place. Space the sleeves approximately 1/8" to 1/4" apart and leave at least 1/2" to 3/4" of tail extending out from third sleeve.
- Crimp the sleeves as follows (each sleeve gets 2 crimps): First, crimp the sleeve closest to the thimble with the first crimp of that sleeve nearest the thimble, and "relieve" that first crimp by stopping just before making a full crimp (a full crimp is when the handles "snap" together when closed). Continue crimping the 3 sleeves working away from the thimble and making each crimp a full crimp.
1 Contact local USDA Animal and Plant Health Inspection Service/Wildlife Services office. Phillystran can assist with USDA Regional office locations and phone numbers.
2 Larger Sizes Available. Consult Phillystran Inc.
3 Maximum span, line tension and sag values assume NO icing-up on span lines. Please consult Phillystran Inc. if icing is a concern. Ice build-up on span lines WILL increase the line tension, thus increasing sag and/or possibly reducing maximum span recommendation.
4 Installed line tension values are based on "maximum span" and "estimated Sag" parameters. Line tension will vary depending on span distance and sag. Sag should not be less than the values above due to the potential for over-tensioning the line.
5 Estimated Sag and Installed Line Tension based on the following Sag / Tension formula:
| Tension (lbs) = |
Line Weight (lbs/ft) x Span2 (ft) |
| 6 x Sag (ft) |
|