joint in elevated water retaining structure
joint in elevated water retaining structure
(OP)
Hey there - I have a wwtp structure (all concrete) that will have elevated channels/tanks holding water. I am using a typical control joint on the slab on grade below and a construction joint w/ waterstop for the exterior tank wall joints. What suggestions do you have for the joint in the elevated slab? I need to have a construction joint but am worried about maintaining water-tightness.
Details: The elevated slab has a pretty good run of approximately 110 feet - I'm planning to break it up into about 5 sections with joints. The width is about 26'. Where I have joints in the slab, I will also have joints in the channel walls (walls run parallel to the long direction of the slab).
Thanks
Details: The elevated slab has a pretty good run of approximately 110 feet - I'm planning to break it up into about 5 sections with joints. The width is about 26'. Where I have joints in the slab, I will also have joints in the channel walls (walls run parallel to the long direction of the slab).
Thanks






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