A
Annette P.10 Mar 2017 21:34Hello everyone,
We are planning to build (or have built) a carport soon, but before that, we need to reinforce the slope of the light well. The light well is about 9 meters (30 feet) long and approximately 1.5 meters (5 feet) high. One of the short sides is already secured with planter rings. A foundation is already planned, but we are unsure about the wall. Can a mortared natural stone wall withstand the pressure? Or would it be better to use planter blocks instead? Is it also possible to use grass pavers? Would a foundation be needed in that case? The car weighs just under 1.5 tons (1.5 metric tonnes).
I would appreciate any advice and experiences you can share with me.
Best regards,
Annette
We are planning to build (or have built) a carport soon, but before that, we need to reinforce the slope of the light well. The light well is about 9 meters (30 feet) long and approximately 1.5 meters (5 feet) high. One of the short sides is already secured with planter rings. A foundation is already planned, but we are unsure about the wall. Can a mortared natural stone wall withstand the pressure? Or would it be better to use planter blocks instead? Is it also possible to use grass pavers? Would a foundation be needed in that case? The car weighs just under 1.5 tons (1.5 metric tonnes).
I would appreciate any advice and experiences you can share with me.
Best regards,
Annette
This is what is called a courtyard designed to allow windows to open onto it. I assume this refers to a slope intended to bring light into a basement apartment. If I understand correctly, a parking space is pressing against the upper edge of this slope, and the car should not cause a landslide into the large light well (nor should it slide down itself).
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tomtom79 schrieb:
Just use two layers of sound insulation for the fastening.
That means about a 10cm (5 inch) concrete wall [...] and in front of that you can use whatever you want for the appearance.The idea is reasonable when it comes to separating appearance from structure, but I suspect the concrete wall alone might be subject to uneven pressure. My keyword here would be "batter angle." Perhaps the original poster will first clarify whether I have understood her correctly, or provide a drawing.
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