derbasti1896
2020-02-15 11:31:54
- #1
Hello and good good day!
I am new to the forum and signed up because I have a question about our construction project:
We are building a single-family house in the Südheide. Timber frame construction, 1 1/2 stories, 170 m² living space.
The soil survey showed that the groundwater in the built-up area stands at 1.2 to 1.0 m. A borehole next to the built-up area showed 0.9 m. On top of the topsoil follows fluviatile sand, gray --> medium sand, fine sandy, slightly coarse sandy.
Originally, a slab with frost skirt was planned (thermal foundation slab with PE foil against ground moisture). After the geologist and the architect had another conversation, I was advised to invest in a slab made of WU concrete. It would - since in the worst case a groundwater level several decimeters higher is to be expected - mean that the foundation stands in water. Therefore WU concrete. +10 cm higher slab, the cost is over + 8,000€.
The additional costs add up (obviously) and I would like - if possible - further assessments on the topic.
My first question:
What are your experiences? Is the slab actually threatened to stand in water, or is the geologist being too cautious?
Second question:
If the concern that the slab could temporarily lie in water is correct, are there reasonable alternatives to a WU concrete slab?
Of course, I am willing to do and spend what is technically necessary to protect my values in the long term. But I am curious for input.
Many thanks and have a nice weekend everyone!
Regards
Sebastian
I am new to the forum and signed up because I have a question about our construction project:
We are building a single-family house in the Südheide. Timber frame construction, 1 1/2 stories, 170 m² living space.
The soil survey showed that the groundwater in the built-up area stands at 1.2 to 1.0 m. A borehole next to the built-up area showed 0.9 m. On top of the topsoil follows fluviatile sand, gray --> medium sand, fine sandy, slightly coarse sandy.
Originally, a slab with frost skirt was planned (thermal foundation slab with PE foil against ground moisture). After the geologist and the architect had another conversation, I was advised to invest in a slab made of WU concrete. It would - since in the worst case a groundwater level several decimeters higher is to be expected - mean that the foundation stands in water. Therefore WU concrete. +10 cm higher slab, the cost is over + 8,000€.
The additional costs add up (obviously) and I would like - if possible - further assessments on the topic.
My first question:
What are your experiences? Is the slab actually threatened to stand in water, or is the geologist being too cautious?
Second question:
If the concern that the slab could temporarily lie in water is correct, are there reasonable alternatives to a WU concrete slab?
Of course, I am willing to do and spend what is technically necessary to protect my values in the long term. But I am curious for input.
Many thanks and have a nice weekend everyone!
Regards
Sebastian