With rebuilding starting to get underway in Christchurch a number of items are being looked at a little closer. One of them is whether we should be allowing for movement due to seismic events between underground services and the ground when they rise into the building to feed building services. One building we are working on has a gravel concrete flooring and foundations 750mm thick sitting on a 1.2m deep gravel raft reinforced with geo-grid. Has anybody looked into this? What solutions have you come up with and how much movement does it allow for?
Looking forward to your ideas. Thanks Nicky Marshall Branch Manager (Blenheim) Protech Design Specialist Fire Protection Consultants 03 579 5577 021 433 488 www.protechdesign.co.nz skype: nicky-marshall 105A Alabama Rd, Redwoodtown, Blenheim 7201, New Zealand PO Box 4022, Redwood Village, Blenheim 7242, New Zealand _______________________________________________ Sprinklerforum mailing list [email protected] http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
