Om Materialprøvningens Udvikling i Norden
Og om Statsprøveanstaltens Virksomhed
År: 1909
Sted: Kjøbenhavn
Sider: 185
UDK: 6201(09)
On the development of testing of materials in the north and on the work of the danish states testing laboratory in Copenhagen (english translation)
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156
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the cavities would certainly give
respect.
explain why well burnt
circumstances can stand
ners during the test of resistance to frost in spite of its displaying
a strong capillary attraction. Finally, it cannot be taken for granted
that because the water is moving easily in a brick, the same should
be the case with the ice.
A study of the shape of
valuable informations in this
There remains to
bricks under certain
the »strap test« but not the usual test of the La-
boratory.
As already mentioned this must be due to deficient ho-
mogeneity in the bricks concerned.
This want of homogeneity may of course assert itself in many
ways, and it would be too long to account for the modes of ex-
pression of this want in its various shades.
But in the following we shall try lo explain how absence of
homogeneity can become apparent in different ways under the
various tests of resistance to frost and in nature when acted upon
by the frost.
Let us, for instance, imagine that fig. 21, p. 62 shows a
brick produced by a material, sandy in itself, but where owing to
deficient working there is a stripe A of not sandy material. We
further imagine that the brick has been burnt so hard that the
very clay-substance has become vitrified while the sandy material
is as yet rather much absorbing.
We shall now see how such a brick will stand actions of
frost in the following 3 cases:
The usual test of the Laboratory.
The »strap test«.
Frost in nature.
2)
3)
1) We now fancy that
the freezing case with the
poration from the side B
will try to rise through the brick, but here it meets the stripe
A not allowing of transition of the water. Then the consequence
is that the shell situated between A and B is pushed off.
2) On the same brick being, however, clasped into a strap,
so that free evaporation can take place from all the planes of the
brick, it will in all probability not be the least damaged.
the brick is placed on the bottom of
stretcher-side B turned down. Eva-
thus becoming impossible, the water