SM640
2016-09-24 09:53:59
- #1
Hello everyone,
great forum here, I have already read quite a bit! A personal introduction thread is coming, I first need to find my way around all the great posts!
I would like to get a few more opinions on how to best design my floor structure!
The planned object will be a storage room of just under 110m²! The floor area is rectangular, 13.5m x 8.5m! Used for storing vehicles and trailers, heated!
The current building will be demolished in the next few weeks, the required area will be cleared. Our groundwater level is high; after digging 1.5m, groundwater appears!
My idea so far: I will have the entire area excavated to a depth of -70cm. The first 30cm will be backfilled with 0-63 crushed stone. On top of that a finer, permeable layer with 0-32 crushed material. On top of that, I wanted to lay a PE foil and cover the entire area with 10cm XPS Styrodur boards. On top of that follows a 30cm thick concrete slab, which I will have poured with high-quality ready-mixed concrete depending on your recommendations, possibly also executed as WU (waterproof)!
Here is the sketch:

I am interested in your tips and experiences with the slab under a storage hall / storage room!
On the slab, later an aluminum-coated bitumen membrane will be installed for sealing against the masonry; I planned this with 30cm concrete formwork blocks. The walls are around ~360cm high all around, externally clad with 8cm full thermal insulation with XPS Styrodur boards. On top comes a foam trapezoidal sheet roof with about 16kg/m².
This is currently my plan; the submission plan has already been approved by the master builder and is with the municipality for review before the building negotiation.
I need your experiences with the floor structure!
Specifically, I am interested in the following:
Installation of underfloor heating - does the 120m² slab need to be equipped with expansion joints? If yes, what are the rules for this?
30cm concrete slab with AQ50 reinforcement mesh double layer, or should I order fiber concrete straight away?
Is the idea with the floor structure underdimensioned in detail?
Many thanks for your ideas,
best regards from Austria,
Robert
great forum here, I have already read quite a bit! A personal introduction thread is coming, I first need to find my way around all the great posts!
I would like to get a few more opinions on how to best design my floor structure!
The planned object will be a storage room of just under 110m²! The floor area is rectangular, 13.5m x 8.5m! Used for storing vehicles and trailers, heated!
The current building will be demolished in the next few weeks, the required area will be cleared. Our groundwater level is high; after digging 1.5m, groundwater appears!
My idea so far: I will have the entire area excavated to a depth of -70cm. The first 30cm will be backfilled with 0-63 crushed stone. On top of that a finer, permeable layer with 0-32 crushed material. On top of that, I wanted to lay a PE foil and cover the entire area with 10cm XPS Styrodur boards. On top of that follows a 30cm thick concrete slab, which I will have poured with high-quality ready-mixed concrete depending on your recommendations, possibly also executed as WU (waterproof)!
Here is the sketch:
I am interested in your tips and experiences with the slab under a storage hall / storage room!
On the slab, later an aluminum-coated bitumen membrane will be installed for sealing against the masonry; I planned this with 30cm concrete formwork blocks. The walls are around ~360cm high all around, externally clad with 8cm full thermal insulation with XPS Styrodur boards. On top comes a foam trapezoidal sheet roof with about 16kg/m².
This is currently my plan; the submission plan has already been approved by the master builder and is with the municipality for review before the building negotiation.
I need your experiences with the floor structure!
Specifically, I am interested in the following:
Installation of underfloor heating - does the 120m² slab need to be equipped with expansion joints? If yes, what are the rules for this?
30cm concrete slab with AQ50 reinforcement mesh double layer, or should I order fiber concrete straight away?
Is the idea with the floor structure underdimensioned in detail?
Many thanks for your ideas,
best regards from Austria,
Robert