JAE
Structural
- Jun 27, 2000
- 15,462
I posted this in the Structural Engineers Forum as well:
We have a potential project dealing with a number of historical buildings. One building includes a dome approximately 20 feet in diameter on the roof and is constructed of:
1. A bottom concrete ring support.
2. Vertical steel strap channels which run from the concrete base ring upward on an arc to a top concrete compression ring which is approximately 5 feet in diameter.
3. Horizontal steel strap channels running around the perimeter of the dome, wired to the vertical straps and spaced about 2 feet o.c.
4. Metal lath wired to the horizontal straps.
5. A concrete base about 2 to 3 inches thick which is applied to the lath and bonded well.
6. An exterior finish made up of small ceramic tiles about 1/2" square and set in a mortar bed on the concrete base.
The issue is that the dome leaks. The metal straps all appear to be only slightly rusted (surface scale) and do not appear to be a big issue. However, some verical cracks up the dome face are apparently in line with the vertical straps.
A lot of micro cracking around the tile is also visible. The metal lath and concrete base appear to be in good condition. There is no visual deformation of the dome, just the nuisance of water getting in.
The tile cannot be removed as it is of historical significance. The owners (who have a lot of maintenance knowlege) had mentioned a product that they used on a glass/concrete pit cover. It was a very low viscosity rubber-based waterproofing sealant that worked great and apparently doesn't discolor.
QUESTION:
Would a sealant over the tile make sense? I've learned over the years that its not always wise to seal masonry, but ceramic tile? The inside of the dome can be vented or air conditioned if necessary. The rubber product is said to be able to bridge 1/16" cracks, depending on the thickness of application. It also isn't supposed to discolor.
If a sealant isn't a good idea, what else can be done? The fear is that water leaking through the substrate of the dome would rust the straps, deteriorate the concrete base, and weaken the dome. The interior of the dome is not a finished/accessible space so we could waterproof the floor inside and drain, but you still weaken the dome.
The building is in a mild environment (i.e. no severe winters) but does get some freezing.
Any ideas/thoughts?
We have a potential project dealing with a number of historical buildings. One building includes a dome approximately 20 feet in diameter on the roof and is constructed of:
1. A bottom concrete ring support.
2. Vertical steel strap channels which run from the concrete base ring upward on an arc to a top concrete compression ring which is approximately 5 feet in diameter.
3. Horizontal steel strap channels running around the perimeter of the dome, wired to the vertical straps and spaced about 2 feet o.c.
4. Metal lath wired to the horizontal straps.
5. A concrete base about 2 to 3 inches thick which is applied to the lath and bonded well.
6. An exterior finish made up of small ceramic tiles about 1/2" square and set in a mortar bed on the concrete base.
The issue is that the dome leaks. The metal straps all appear to be only slightly rusted (surface scale) and do not appear to be a big issue. However, some verical cracks up the dome face are apparently in line with the vertical straps.
A lot of micro cracking around the tile is also visible. The metal lath and concrete base appear to be in good condition. There is no visual deformation of the dome, just the nuisance of water getting in.
The tile cannot be removed as it is of historical significance. The owners (who have a lot of maintenance knowlege) had mentioned a product that they used on a glass/concrete pit cover. It was a very low viscosity rubber-based waterproofing sealant that worked great and apparently doesn't discolor.
QUESTION:
Would a sealant over the tile make sense? I've learned over the years that its not always wise to seal masonry, but ceramic tile? The inside of the dome can be vented or air conditioned if necessary. The rubber product is said to be able to bridge 1/16" cracks, depending on the thickness of application. It also isn't supposed to discolor.
If a sealant isn't a good idea, what else can be done? The fear is that water leaking through the substrate of the dome would rust the straps, deteriorate the concrete base, and weaken the dome. The interior of the dome is not a finished/accessible space so we could waterproof the floor inside and drain, but you still weaken the dome.
The building is in a mild environment (i.e. no severe winters) but does get some freezing.
Any ideas/thoughts?