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ATLSS Beam-to-Column Connections
The Need
The technology area
of connections for steel structures has not kept pace with
the material and design advances in the steel area. There is
a need to develop connections that are faster and easier to
assemble. Connections are a labor intensive and time
intensive part of steel erection and innovations are needed. |
The Technology
The ATLSS Connection
(AC) is a new beam-to-column connection consisting of a
tenon, which is bolted and welded to the end of the beam,
and a mortise, which is attached to the column and into
which the tenon is dropped. It is safer, easier, and faster
to erect and fit-up than traditional beam-to-column
connections. The cast-steel connection is self-guiding and
self-aligning, and it requires a single bolt as a field
fastener. It facilitates modular construction, speeds
erection time, and increases worker safety. |
The Benefits
During a pilot test
in a chemical plant, a 20' x 30' bay consisting of many
individual members was pre-assembled on the ground using
traditional connections and erected with the AC on each
corner. It realized a 40% erection time savings compared to
erection of a similar bay in an adjacent span using
traditional methods. And there was no need for ironworkers
to be on unsecured beams during erection, as required by
traditional methods. |
Status
Development work is
continuing for other versions of the connection including a
full moment connection, a composite concrete/steel system,
and a version using tubular steel members. The current
connection uses conventional cranes, but the ultimate goal
is to develop automated crane systems that take full
advantage of connection capabilities. ATLSS is developing a
government/industry/university consortium and
commercialization strategy to move AC to the field. |
Barriers
The ATLSS connection
has been used successfully although the use has been
limited. Further use and technology transfer to the industry
will be required. |
Points of Contact
William D. Michalerya, Manager of Industry
Liaison ATLSS Center; 117 ATLSS Drive, Lehigh University Bethlehem, PA
18015.
Disclaimer Statement
Neither
the Construction Safety Alliance nor Purdue University in
any way endorses this technology or represents that the
information presented can be relied upon without further
investigation. |
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