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WELDING
SHORING & FIELD
TIGHT WORKING CONDITIONS This picture is typical of situations where the constraints of the job site do not allow for conventional shoring anchor procedures. In this situation, drilling underneath the adjacent buildings was not feasible. An alternate procedure was divised. A 12 inch diameter pile welded to diagonal 8" by 8" diagonal hollow structural steel braces. The braces are welded to fin plates, embedded in concrete. JOBS Click on images to get the complete story.
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