Most common types of sections in residential construction. Advantages and disadvantages.(πατητη τσιμεντοκονια)

There are many types of sections in the realm of construction, unquestionably a lot more than I am aware of, yet in this article I need to zero in on the most common types of chunks in residential construction. At the point when I say more normal, I mean the ones that I am finding all the more much of the time, in my work, however underway that I see in the city (indeed, I have a propensity for taking a gander at work and I'm not a retired person, hehehe … )

I will remark on the types of chunks I have worked with of late, albeit first I really do feel that an overall classification ought to be made between two huge gatherings of sections, unidirectional and bidirectional.

The unidirectional sections are those that need support at two of their closures, radiates, to send the heaps of the chunk through them to the points of support and from that point to the foundation.

Not at all like the one-way floors, the two-way floors don't require upholds at the finishes to communicate the heaps, yet rather the heaps of the floor are communicated in the two bearings, making a matrix, until they arrive at the points of support through the math device is later concrete.

I would rather not get too specialized or hypothetical, it's not the reason for the post, but rather essentially I needed to clarify this extraordinary classification that I believe is critical to comprehend the types of produced that I will remark on.

So we should go there.

Unidirectional producing of joists and vaults

Maybe the unidirectional joist and vault section is the one that has been utilized the most in residential construction in Spain (I have barely any familiarity with different nations).

Types of sections, unidirectional, joists and vaults

As I referenced corresponding to the unidirectional chunks, they need to communicate the heaps they get on the bars at two of their furthest edges all together, through these, to guide expressed burdens to the support points and the foundation. The joists, which are precast substantial components, with prestressed reinforcement, upheld on the formwork of the pillars to be cemented together and a solid component, are liable for this transmission of burdens from the floor to the shafts. next blog