In general any material which in service > 600 deg C is called refractory
Is ita material which should withstand high temperature only ?
The right definition is that it should withstand high temperature,resistance to
thermal and thermo chemical load, posses high volume stability, resistant to
erosion and abrasion, be tough , and resistant to chemical corrosion
etc. Or otherwise it should have high RUL, high PCE, low conductivity , high
hot MOR, high creep resistance and optimum CCS etc
There is no refractory material which posses all the above
properties 100 %
Overall it is a compromise with all the above properties.
Choice of refractories depend on the operating and mechanical
conditions of the kiln.
Are Clay chamotte or non plastic argillacious matter
bricks unwetted by water Al208 content = 30 to 45 %
1)Cyanite,andalusite,and siliminite
2) natural hydrated
alumina(hydrargillite,bohemite,and disapore
contained in bauxite)
3) Artificial calcined hydrated alumina, and Class A = 45 - 60 % Al208
High alumina natural and electro fused alumina Class B= 60 - 70 % AI208
bricks ( Alpha -alumina or Class C= > 75 % Al203
Silica bricks Dinas
Magnesit ( MgC03), Dolomite
Magnesia ( MgCOB.Ca008), Mg(OH)2,Mgo Obtained from
bricks
dolomite,saline water and sea water
MgO and Al203 together sintered or fused
MgO from sea water and alumina from
2) PCE ( pyrometric cone equivalent)
SK (Arton cone in ASTM standard)
3)Thermal expansion ‚lin % (PLC)
at 400°
800%
12000c
4)Thermal shock resistance (TSR)
at 950° c in air
or
Water quenching cycles
5) Thermal conductivity at
300%
700%
1000%
"Chemical analysis.
MgO
Al203
Cr203
Fe203
CaO
SiO2
ZrO2
MnO2 etc
Density of all refractories is an indirect measure of their
capacity to store heat
The porosity of a refractory is a measure of % pores to the
(summation of open and closed pores)total weight of
a brick. This property is significant to decide
upon its resistance to penetration by slags and fluxes ,its
permeability to gases and its thermal conductivity
Porosity is controlled by the following
1) by controlling the texture of the bricks
2) by controlling the size of the particles
3) by method of making
4) by controlling the firing temperature
Porosity affects
Cold crushing strength of a refractory material represents its
strength .In other words it tells us how much load it can bear
in cold condition
The mechanical strength (CCS) of refractory brick is governed
largely by the amount and the character of the matrix material
between the larger grains. Good tool to provide for evaluating
the degree of bond formation during production. It indicates the
ability of the brick to withstand abrasion and impact in low
temperature application.
CCS testing machine
Bild 66a: Prüfapparaturen zur Bestimmung der
Kaltdruckfestigkeit.
Picture 66a: Testing apparatus to check cold crushing
strength.
Bild 66b: Der Priifzylinder. “ à Bild 66c: Probekórper nach
fy Testende
Picture 66b: The test cylinder.
Picture 66c: Specimen after
end of test.
Cold crushing equipment and CCS values
Brick grade CCS (N / mm2 Ea Le
Silica 15-20 EU ru er
Fire clay 12-70 u
Corundum 35 - 80 M
Magnesia 50-110 | K i|
Magnesia chromite 30 - 70 at, i
Magnesia spinel > 40 | me a
Insulating Brick 3-20 | | | | |
” FLIA |
PT ¡PES
Transition of a solid material into the liquid form under
the influence of heat. A true melting point is temperature
at which the solid and liquid phase of the composition
co-exist in equilibrium.
It is the ability of a refractory to remain rigid at a given
temperature. It is an indirect indication of the amount
and the viscosity of any liquid which it may contain.
The reference samples are called seger cones in
DIN standards and Norton cones in ASTM standards.
Standard samples
Test sample
Seger cones before and after firing
Seger Cone No. "| Melting temp. Seger Cone No. "| Melting temp.
according to according to ISO T
1! Small Seger cone, Temperature increase 2.5 °C/min. = 150 °C/h
Today the seger cone equivalent is only of low importance, it is nowadays
still used for kiln control, especially for the production of fireclay and tile bricks.
The three methods evolved are
+ Determination of the refractoriness under load
+ Determination of the refractoriness load ( diifferential)
« Determination of the thermal expansion under load ( creep)
Characteristic temperatures are Brick grade toc
ta: 0.3 mm compression from the Fire clay 1300 -1550
temperature the temperature of Corundum 1600 - 1750
highest expansion Silica > 1660
(0.6 % compression of test sample) Magnesia chromite > 1550
t : 10 mm compression from the Magnesia-hercynite 1600
temperature of highest expansion Dolomite 1700
(20 % compression of test sample) Magnesia spinel > 1700
t , : temperature of breaking sample. Carbon brick non-
softening
Determination of the refractoriness under load (differential)
Curve example of refractoriness under load
Extension
% | mm
| Si
0.8404 Characteristic temperatures are
t: temperature of highest expansio
(Dax (%): maximum expansion)
400 800 1200
02 Internal thermocouple temperature slew a 0.5% compression from the
temperature of highest expansio
04 = 08%
E Rs u tt 1/5 % compression from the
i 1 = 1470°C temperature of highest expansior
eee
. 2 = 2.5% {1480 °C) temperature of breaking sample
Determination of the thermal expansion under
load ( creep)
Curve example of Creep under load
Curve example of Creep under Load Characteristic values of creep curves
D (el. Maximum expansion of
the loaded sample
Zn 2
flow rate: V2 = fn)
10
=
El
2
o
E
lu]
me (1)
Shrinking
Dwell Temperature
Creep test equipments
This is a measure of the resistance of a refractory body
to the combined effects of heats of load. This test helps
to study the behavior of a refractory product when
subjected to a constant load under conditions of
progressively rising temperature.
The ground mass / matrix helps to bond the entire mass of
a refractory brick strongly together. The amount and the
strength of the glass is fixed by the alumina - silica ratio,
fluxing oxide content and the temperature of firing.
It is an important parameter to decide upon the safer limit
of service temperature in a given situation.
Contributing factors to the increased resistance to the
pressure are
a) More thorough distribution of liquid throughout the brick
b) The growth of crystals through the influence of heat
c) Crystallization of a portion of the liquid during cooling.
In a brick held at constant temperature and pressure,
gradual solution of solid material up to the limits of its
solubility in the liquid may cause some increase in the
viscosity of the liquid. This increase is dependent on
the nature of ground mass, glass content. Higher
glass content will result higher deformation in this
situation. This property of refractoriness is called high
temperature creep. Lower deformation will ensure
rigidity under the service condition.
The creep is the measurement of deformation of a
refractory product as a function of time when it is
subjected to a constant load and heated at a specified
temperature.
ae View point
+— Steel casing
Corundum, magnesite
or mullite tube
est specimen
Coarse amorphous
carbon insulating brick lining
Metal electrode Carbon or mullite rod
RUL testing machine and creep test machine
E “y 7
Creep curves
10
12
14 =
1000 1100 1200 1300 1400 1500 1600
Bild 59: Druckfeuerbeständigkeits-Kurven von
feuerfesten Steinen:
Linear expansion (Permanent linear change)
High temperature reheat test may
be used to reveal
1) if a brick has been fired long enough
or ata high temperature
2) whether a brick has adequate
refractoriness and volume stability
It is expressed as a percentage ,
preferably by the ratio of the length
of the test piece after heating and
the original value of the length
Equipments used to
determine
Thermal expansion
1000 deg c L= 1013 mm
2000 deg c L = 1026 mm
Magnesia: Thermal expansion = +1.3% at 1000 degc
Alumina oxide : Thermal expansion =+0.8% at 1000 degc
Thermal expansion is important in service , as the effect of expansion has
to be taken into account during refractory installation and construction of
large installations ( expansion joints). The expansion curves of most of
refractories is more or less linear with increasing temperature or reversible.
2 — — — SEE
Thermal spalling results from stresses caused by
unequal rates of expansion and contraction in different
parts of brick and usually associated with rapid changes
of temperature.
In cement rotary kiln the brick lining needs to be
spalling resistant as the lining is subjected to
continuation variation of temperature because of
rotary motion of kiln.
TSR ( thermal shock resistance ) is given in cycles.
Quenching is done by air or water
Se Equipments for thermal
shock resistance test
The coefficient of thermal conductivity is defined as the quantity of
heat that flows across unit area in unit time if the temperature
gradient across this area is unity.
Thermal conductivity K is given as
k(T,-T¿) A, Keal/hr-m-°C or BTU/ hr -sq.ft - 9 F
d Q = amount of heat
Ti = hot face temperature
T2 = cold face temperature
A area cross section
t = time
d = thickness
Thermal conductivity of a refractory decreases with increase in porosity.
Increase and decrease of thermal conductivity at elevated temperature
also depends on amount of glass, liquid and crystallinity of the material.
600
Thermal conductivity of
fired refractory bricks
1. Insulating refractory bricks
2. Zirconia
3. Dry- pressed fire clay
4. Fused silica
5. Forsterite
6. Chromite
7.Corundum 90 %
8. Magnesia- chrome
9.Zircon silicate.
10. Corundum 99 %
11. Carbon
12.Silicon carbide 40%
13. Magnesia
14. Silicon carbide
800 1000 1200 deg c
Thermal conductivity
Thermal conductivity depends
on temperature , chemical
and mineralogical,
composition of the brick ,
porosity, pore size and brick
firing temperature
Determination of modulus of rupture
In order to determine the magnitude of the rupture stress of
refractoies , the resistance to deformation under bending load
is measured.
F
| Pressure load
Tensile load ®
The bending strength can be
calculated by means of the eguation
6 bending = 3.F.l / (2.b.h2)
| = distance between blades
b = width of sample
h= height of sample
Structural configuration of the refractory material as well as the
amount and properties of occurring melts characterize the HUMOR
HMOR (N /mm?)
Testing temperature (deg C) 1200 1400 1500
Magnesia , low iron content >14 aut
Magnesia , high iron content > 12 5
Magnesia — Chromite 5
High alumina 18
Zirconia
Hot MOR Test
1200 °C
- The specific feature of
this method of testing is the
= determination of fracture
mechanical parameters at
"= higher temperatures , up to
“222 1200 deg C
Grooved
split
Influence of of the aggregates on the secondary
load bearing capacity of the softening behavior
By quantifying all the constituents present in refractory, it is
possible to assess the chemical properties and melting behavior
of a given refractory.As it is important to know the % Al203 in
high alumina brick, % MgO in magnesite brick , and % SiO2 in
silica brick etc. ,the determination of minor constituents has
also been recognized as controlling factors in the performance
of many refractories. The chemical composition is of great
importance with respect to attack by slag , glass melts , flue
dusts and vapors. In general the principle applies that a brick is
more resistant the lower the rate of chemical reaction gradient
between the slag and brick is. Therefore, where the acid slag
is expected , acid bricks are preferably used , and basic bricks
where basic slag is expected.
According to the behavior during contact reaction ,
the following groups of bricks can be differentiated.
Basic group - dolomite, magnesia, magnesia chrome,
chrome magnesia forsterite
Inert or neutral - carbon , high alumina chromite
group
Cup corrosion test
Alkali test of a high alumina brick Alkali test of a sic containing
with K2CO3 high alumina brick with K2CO¢
‘Mineralogical investigations by X-ray diffraction
Determination of the mineral phases composition of material
X-ray diffraction diagram of a used magnesia —spinel brick grade
salt infiltrated
x
a.
E
3
fe}
2
pd
>
va)
2-Theta - Scale
* Light micoscopy ( transmitted light and reflected light
microscopy
« Microprobe analysis ( WDS, EDS)
* Scanning electron microscopy
Advantages of these micrlogies opposite other investigation
methods
Diagnosis of mineral phases composition in raw materials ,
refractory products etc and their configuration
( textural/ structural criterions, pore shape and size etc
Pictures of magnesia - spinel brick grades with different raw
material composition
Microprobe Analysis
Mineralogical investigations
Scanning electron microscopy (SEM)
Hydration of Magnesia .
crack formation ,caused by
| formation of
p brucite(Mg(OH)2
hexagonal, tabular-like brucite
AAA
Minerological investigations
Scanning Electron Microscopy (SEM)
Salt efflorescences (salt crystals) on a packing cardboard due to see water impact
Ankral S
65-(Mg
chrome)
Perilex -
83 (Mg
chrome)
Bazal Z
extra
(Mg
chrome)
Rexal S
extra
(Spinel
bricks)
Chem. Comp. eis e
(gm/cm3) (%)
29-305 17-19
Density porosity
Therm Therm.
exp. Condct.
(W/mK) (cycles
at 1000 at 950
DC Se)
PCE TSR (air
ta tb, at 1200
A =|) 726%
>1650 >1700> 42 1.04
1600 >1700 42
Ganon cana AR, os UL po Therm Trerm- rar (ar
at (W/mK) (cydes
(%) gm/cm3 (%) (N/mm?) eS es o 120.0; AO at 250
C % 6 >)
Al mag -
ene 2.85-3 16-18 50 >1700>1700>42 14 28 >10
brick s)
Al mag -
85 SLC
ee 09 17 55 >1700>1700 42 14 27, 100
spinel
bricks)
Ankral R
en 3 16 4 >1700 >1750 42 15 3 >101
brick s)
Ankral R