100mm thick architectural cladding(4x3.2m) is possible?
100mm thick architectural cladding(4x3.2m) is possible?
(OP)
Hello all,
The project is in tender stage. Client is asking for a 100mm cladding, which will be supported on Cip beams top and bottom on each floor. I am afraid about Demoulding the panel which can be solved by using a tilting table. Embeds like Halfen channel might not be possible as the panel thickness is small.
What problems(design,connections, production, demoulding, transportation and erection) I might be facing if I keep the panel thickness 100 mm ? Please suggest.
The project is in tender stage. Client is asking for a 100mm cladding, which will be supported on Cip beams top and bottom on each floor. I am afraid about Demoulding the panel which can be solved by using a tilting table. Embeds like Halfen channel might not be possible as the panel thickness is small.
What problems(design,connections, production, demoulding, transportation and erection) I might be facing if I keep the panel thickness 100 mm ? Please suggest.






RE: 100mm thick architectural cladding(4x3.2m) is possible?
I would call some local precasters to get a better sense of feasibility. They may come to you with issues first as part of the tendering process. A tender addendum may be in order. I also imagine that the panels will want to hang from the top and float at the bottom so, at minimum, the connection detailing probably needs some revision. Precasters usually find a way when it comes to connections however.
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: 100mm thick architectural cladding(4x3.2m) is possible?
RE: 100mm thick architectural cladding(4x3.2m) is possible?
RE: 100mm thick architectural cladding(4x3.2m) is possible?
RE: 100mm thick architectural cladding(4x3.2m) is possible?
RE: 100mm thick architectural cladding(4x3.2m) is possible?
RE: 100mm thick architectural cladding(4x3.2m) is possible?
I'm actually somewhat doubtful that the panels will end up having corbels in the conventional sense. The detailing would be tough to make work in the space available I'd think. My guess is that your connections will be two embedded hardware connections at each end of the panels. Others participating in this thread are more knowledgeable about precast than I, however, so I'm prepared to stand corrected in my assessment.
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: 100mm thick architectural cladding(4x3.2m) is possible?
RE: 100mm thick architectural cladding(4x3.2m) is possible?
Also, the sketches imply the slabs are not cast integrally with the spandrel (unless spandrel is precast/prestressed)
RE: 100mm thick architectural cladding(4x3.2m) is possible?
This is how I will divide the parapet. But there is extra load from the Mono rail. In that case i have to increase the parapet thickness.
RE: 100mm thick architectural cladding(4x3.2m) is possible?
I have done a 120mm thick cladding before.
RE: 100mm thick architectural cladding(4x3.2m) is possible?
@Ron : Cladding can take somewhat lateral load as the connections are designed according to wind load. I think it is sufficient to take some minor collisions with the cladding. Yes slabs are Hollowcore with structural screed of 75mm and some connections which will ensure the structural integrity.
RE: 100mm thick architectural cladding(4x3.2m) is possible?