13.07.2015 Views

CFRP Strand Application on Penobscot Narrows Cable Stayed Bridge

CFRP Strand Application on Penobscot Narrows Cable Stayed Bridge

CFRP Strand Application on Penobscot Narrows Cable Stayed Bridge

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

Rohleder, Jr., P.E., S.E., W. Jay Page 4With the cradle design, cable stay strands serve as tensile elements that are individually threadedc<strong>on</strong>tinuously from an anchorage at the bridge deck (see Figure 2), through a free length of HDPE external sheath(see Figure 3), through the cradle in the pyl<strong>on</strong> (see Figure 4) and back through another sheath and anchorage atbridge deck <strong>on</strong> the opposite side of the pyl<strong>on</strong>.FIGURE 2 – <strong>Cable</strong> Stay Block for Anchoring Individual <str<strong>on</strong>g>Strand</str<strong>on</strong>g>s Inside the Box Girder.FIGURE 3 – <strong>Cable</strong> Stay Sheath C<strong>on</strong>taining Individual <str<strong>on</strong>g>Strand</str<strong>on</strong>g>s.

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!