KlaRa
2021-10-29 10:26:05
- #1
Hello Thorsten. I only hope that you are slowly recognizing the weaknesses of online surveys. There you receive information, right. But who enters it there, whether expert knowledge is present, and if yes, to what extent, a layperson cannot recognize.
What is important is that you ask yourself questions. For example, why an outdoor terrace requires a frost protection box. You cannot protect exterior components like a slab from frost. That is also not necessary. And so a card of the house of cards breaks due to supposed expert knowledge from the internet! What is needed is drainage. Namely, to drain water beneath the new slab. For this, one must know or assess, in addition to the topography surrounding the building, the composition of the soil. Clayey soil and a pit filled with gravel are completely pointless because water cannot be drained in this case. If you have “normal” soil, then a gravel layer is sufficient so that water cannot accumulate under the slab.
There is no SUCH THING AS “BETONESTRICH”! Concrete and screed are distinguished by their method of installation, their grading curve, and their flow behavior. These are all different for concrete and screed. Firewater, known from Wild West movies as a term for ALcohol, is known, but the term otherwise makes no sense due to its internal contradictions. The same applies to “Betonestrich.” A misleading term which unfortunately can be found publicly (in hardware stores).
Back to the topic. I cannot and do not want to give you any construction recommendations here. Anyone who thinks they can build a trade with their own hands MUST be aware of the applicable technical rules. Whether layperson or expert makes practically and legally no difference. Although I have already given you sufficient indications in my last posting about how thick the supporting structure (here: the screed in the outdoor area) should be and how the drainage beneath the slabs should look. With 2 cm slab thickness, these do not have self-supporting capabilities. They must therefore not be laid on pedestal supports but must be able to transfer point and surface loads to a correspondingly flexurally resistant substrate under pressure!!
I can only advise against trying to produce such a planned slab as a layperson on your own and only with the half-knowledge of the internet, without the corresponding expertise and only with the help of the local hardware store (as material supplier). The risk of total damage is simply visible in the background. At least to the expert...
Regards: KlaRa
What is important is that you ask yourself questions. For example, why an outdoor terrace requires a frost protection box. You cannot protect exterior components like a slab from frost. That is also not necessary. And so a card of the house of cards breaks due to supposed expert knowledge from the internet! What is needed is drainage. Namely, to drain water beneath the new slab. For this, one must know or assess, in addition to the topography surrounding the building, the composition of the soil. Clayey soil and a pit filled with gravel are completely pointless because water cannot be drained in this case. If you have “normal” soil, then a gravel layer is sufficient so that water cannot accumulate under the slab.
There is no SUCH THING AS “BETONESTRICH”! Concrete and screed are distinguished by their method of installation, their grading curve, and their flow behavior. These are all different for concrete and screed. Firewater, known from Wild West movies as a term for ALcohol, is known, but the term otherwise makes no sense due to its internal contradictions. The same applies to “Betonestrich.” A misleading term which unfortunately can be found publicly (in hardware stores).
Back to the topic. I cannot and do not want to give you any construction recommendations here. Anyone who thinks they can build a trade with their own hands MUST be aware of the applicable technical rules. Whether layperson or expert makes practically and legally no difference. Although I have already given you sufficient indications in my last posting about how thick the supporting structure (here: the screed in the outdoor area) should be and how the drainage beneath the slabs should look. With 2 cm slab thickness, these do not have self-supporting capabilities. They must therefore not be laid on pedestal supports but must be able to transfer point and surface loads to a correspondingly flexurally resistant substrate under pressure!!
I can only advise against trying to produce such a planned slab as a layperson on your own and only with the half-knowledge of the internet, without the corresponding expertise and only with the help of the local hardware store (as material supplier). The risk of total damage is simply visible in the background. At least to the expert...
Regards: KlaRa