gmf
Structural
- Feb 17, 2003
- 25
I am in the preliminary design phases of a new concrete slab for an existing arena. Currently the arena floor is sand. The client would like a concrete floor so the space can be used for other than ice hockey during the summer. The rink is covered and relies on natural cooling to create the ice (building located in Arctic Canada).
I am trying to determine if a specific type of concrete is used in rink slab design so as to avoid the use of control joints. When I observe the slab of other rinks, I notice no control joints are used to provide a smooth playing surface (when no ice installed). I realize that in some cases a skrinkage compensating concrete can be used, but this type of concrete appears to be less available in Canada.
Does anyone know the procedures for building a concrete ice rink slab without control joints and how to avoid significant shrinkage cracking without the control joints?
I am trying to determine if a specific type of concrete is used in rink slab design so as to avoid the use of control joints. When I observe the slab of other rinks, I notice no control joints are used to provide a smooth playing surface (when no ice installed). I realize that in some cases a skrinkage compensating concrete can be used, but this type of concrete appears to be less available in Canada.
Does anyone know the procedures for building a concrete ice rink slab without control joints and how to avoid significant shrinkage cracking without the control joints?