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RE: Central Bearing Horizontal Rotating Method

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I don't know if this is what you are describing but I saw an unusual construction technique a few years ago in the Philippines that sounds similar. They were building flyovers (an elevated highway above another highway). A huge concrete pier was built in the center of the roadway. The girder supporting the upper deck (cantilevering out from the central pier on each side perhaps 40 feet or more) was poured parallel to traffic flow (I assume so that the lanes did not have to be closed). At night, after they were cured, they rotated these girders 90 degrees and permanently fastened them in place. I have never seen this technique used in the US, but suspect it has been used in Asia on other construction projects.
Jim K.
 --Original Message-----
From: Ozturk OZGUR [mailto:ozgur(--nospam--at)]
Sent: Thursday, October 17, 2002 5:11 AM
To: seaint(--nospam--at)
Subject: Central Bearing Horizontal Rotating Method

I'm interested in an arch bridge construction method, which is called Central Bearing Horizontal Rotating Method. One of the spectacular arch bridges named "Beipanjiang River Bridge" which was constructed in Jan. 2001 in China has the world record with a main span 236m. and the heaviest bridge ever constructed using the central bearing horizontal rotating method.
The central bearing in this system is located between upper and lower blocks I would really appreciate if anyone knows the details of that method, especially the fixed and rotating parts. There is teflon flakes between 2 concave steel spherical sectors which reduce the friction. Also I read in an article that in that method usually a water tank is installed on the back of the counter-weighting pier for the final accurate adjustment to the center of gravity and to prevent the rotating system from overturning forward.
Thanks for any comment, idea, or detailed explanation about this method. Does anyone know any other arch bridge(s) designed and constructed in the similar method?