Hello, everyone.
This is Enta.
It's gotten crazy cold, hasn't it?
It's almost time for Japanese shorts!
But that's beside the point.
This is another post about rebar, but back when I asked about overlapping rebar (around 2011), is this okay?
I received an email that said...
Apparently, it was an instruction from someone at the government office who was contracted to handle the work.
This is bad, isn't it?
In the case of a steel frame, no stress is applied to the cross-section of the frame.
There’s pressure coming from behind the legal framework, isn’t there?
The joint transmits the tensile force acting on the rebar
Since it's necessary to be able to communicate effectively,
When I think about it, the joints in the rebar are, after all,縦will be.
The distance between overlapping reinforcing bars in the horizontal and vertical directions is
As mentioned in the previous article.
Overlap Lengths for Reinforcing Bars: Part 1
Overlap and Spacing of Reinforcing Bars, Part 2
I think it's acceptable to overlap rebar diagonally.
There’s nothing better than offsetting all rebar overlaps.
But when I think about the cost... lol
It’s also important to consider the best possible safety, cost, and construction methods within the minimum standards,
That might be one of the interesting aspects of construction management.
Well, that's it for now.
P.S. If you could send us examples of photos like these, they would serve as a valuable reference and learning resource for slope contractors nationwide.
Please do send it to me. Let's share both the good and the bad.
