Hello, everyone.
This is Enta.
This is the Moldam Method: Grouting Edition!
To everyone who’s been eagerly waiting, thinking, “Finally!”
To everyone who has contacted Kyushu Disaster Prevention Maintenance Co., Ltd.
Thank you for waiting.
I'll inject it.
There are all sorts of tips and installation methods, but I'll skip over those (Cat's Eye).
There are also some aspects that involve know-how.
For now, please take a look at the main construction process of the Mordam method.
What do you think?
I'm sure you have some questions, but I can't really talk about the patent or trade secret stuff, lol.
The patent has been published, so please refer to it.
People often ask me, “How strong is it, anyway?”
This time, we took measurements at 1 week and 4 weeks.
However, since we handed over the results of the one-week strength test to the general contractor without making a copy, we only have the results for the four-week test.
I don't think there are any issues with this, so I'll go ahead and publish it.
The exam was held at a public testing center (Tokai Technical Center).
As a result,Average 31.2 N/mm²That's it.
It is strong enough.
The stones, which had previously been separate, have now become a single large mass of stone.
(From the Individual to the Whole)
I believe this has significantly reduced the risk of collapse at that one location. (Though it’s not 100% guaranteed.)
Even if the pore water pressure increases, the structure is less likely to collapse because its overall strength is definitely greater than when the individual components were separate.
Also, since the interstitial water is drained through the drainage sheet, pressure buildup is kept in check. (Though the drainage is only so-so, lol.)
I think the next post will be about the finishing touches and the full view, lol.
See you later.
