Chapter
Nov 1, 2018
Electrical Transmission and Substation Structures 2018

Mechanically Spliced Full Length Anchor Bolts—Bringing It All Together

Publication: Electrical Transmission and Substation Structures 2018: Dedicated to Strengthening our Critical Infrastructure

ABSTRACT

In the age of rebuilding transmission, outages are shorter and more difficult to obtain, causing the construction of new transmission lines to become more difficult. Therefore, de-energizing transmission facilities to accommodate construction tasks requires careful planning, often affecting the line design. American Electric Power (AEP) and DiGioia Gray, Inc. co-developed a methodology to increase construction productivity of drilled shaft concrete foundations and reduce the overall duration of transmission outages. This methodology incorporates mechanical (bolted) splices into full length #18J anchor bolt cages so that multiple but shorter sections may be safely set underneath energized lines. Tensile testing of these splices was performed to insure conformity to current codes and establish cage assembly tolerances. The electrical clearances available at each foundation location were evaluated considering the drilling equipment and rigging, which helped determine anchor bolt cage lengths and special detailing and fabrication considerations to accommodate splicing. Collaboration between the engineers, anchor bolt supplier, and contractor was critical to ensuring a successful foundation installation. This paper provides an in-depth discussion of the development of spliced anchor bolt cages, including the testing performed and solutions to unique design challenges. Furthermore, lessons learned from actual installations and the project benefits realized from this approach will be presented.

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REFERENCES

ACI (American Concrete Institute) Committee 318. (2014) Building Code Requirements for Structural Concrete, ACI Standard 318-14. First printing.
ACI (American Concrete Institute) Committee 318. (2014) Commentary on Building Code Requirements for Structural Concrete, ACI Standard 318R-14. First printing.
ACI (American Concrete Institute) Committee 336. (Reapproved 2006) Design and Construction of Drilled Piers, ACI Report 336.3R-93.
ACI (American Concrete Institute) Committee 439. (2007) Types of Mechanical Splices for Reinforcing Bars, ACI Report 439.3R-07.
ASTM (American Society for Testing and Materials) Subcommittee A01.05 on Steel Reinforcement. (2015) Standard Test Methods for Testing Mechanical Splices for Steel Reinforcing Bars, Active Standard ASTM A1034/A1034M-10a. ASTM International, West Conshohocken, PA.
ASTM (American Society for Testing and Materials) Subcommittee A01.05 on Steel Reinforcement. (2016) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement, Active Standard ASTM A615/A615M. ASTM International, West Conshohocken, PA.
OSHA (Occupational Safety and Health Administration). (1994) Part 1910 Occupational Safety and Health Standards, Subpart S - Electrical, 1910.333 - Selection and use of work practices.

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Go to Electrical Transmission and Substation Structures 2018
Electrical Transmission and Substation Structures 2018: Dedicated to Strengthening our Critical Infrastructure
Pages: 23 - 35
Editor: Michael Miller, SAE Towers
ISBN (Online): 978-0-7844-8183-7

History

Published online: Nov 1, 2018
Published in print: Nov 1, 2018

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Authors

Affiliations

Kolleen L. Backlund [email protected]
P.E.
Kleinfelder, Inc., 180 Sheree Blvd., Suite 3800, Exton, PA 19341. E-mail: [email protected]
Adam G. Bowland, Ph.D. [email protected]
P.E.
DiGioia Gray, Inc., 570 Beatty Rd., Monroeville, PA 15146. E-mail: [email protected]
Aaron P. Darby [email protected]
P.E.
American Electric Power (AEP), 1281 N. Electric Rd., Roanoke, VA 24019. E-mail: [email protected]
Keith S. Yamatani [email protected]
P.E.
American Electric Power (AEP), 1281 N. Electric Rd., Roanoke, VA 24019. E-mail: [email protected]
Nancy Z. Fulk, Ph.D. [email protected]
P.E.
American Electric Power (AEP), 8500 Smiths Mill Rd., New Albany, OH 43054. E-mail: [email protected]

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