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RE: waterstop[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
- Subject: RE: waterstop
- From: "Horning, Dick/CVO" <dhorning(--nospam--at)CH2M.com>
- Date: Tue, 29 Sep 1998 09:19:26 -0600
The picture seems incomplete. If you are using #11 and #14 bars, you must have a thick wall, otherwise it's horribly over-reinforced. Isn't the waterstop in the end of the wall? If so, I can't picture why it should interfere with the horizontal wall bars. -----Original Message----- From: 9ZC"9| [SMTP:cbpark(--nospam--at)ns.kopec.co.kr] Sent: Monday, September 28, 1998 9:44 PM To: seaint(--nospam--at)seaint.org Subject: waterstop There is a 2" seismic gap between two concrete structures. And 9" rubber waterstop(3-1/2" embeded in each concrete face) is provided vertically at this seismic gap. But the concrete cover is 2". So interference is occured at horizontal reinforcement(#11@12) not vertical reinforcement(#14@9"). Can I bent waterstop to avoid interference with horizontal rebars if we do not move or relocate the reinforcement in both direction ???????? What's method is possible ??? I hope your advice...
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