Background of the invention
[0001] The invention relates to a method for screening, especially of stone material, where
the material is supplied to the uppermost end of an inclined sieve, said sieve being
submerged in a water-filled vessel, and where the water has a pulsating movement through
the sieve and also flows towards the lowermost end of the sieve so that the material
on the sieve is fluidized by the upwardly-directed flow and stratified on the sieve
in a subsequent order by the downwardly-directed and the longitudinal flow, and in
such a manner that the lightest particles lie uppermost and the heaviest particles
lowermost, whereby the material to be separated as well as the heavy fraction are
dosed and whereby an overflow plate screens out the light fraction.
[0002] The invention also relates to a plant for the execution of the method.
[0003] Methods of this kind following the density-screening principle are known among other
things for the screening of stone materials which can be used as aggregate material
in concrete.
[0004] For use in concrete, the stone material must be of very high quality if damage due
to so-called concrete deterioration is to be avoided. It has been known for several
years that a content of flint, especially the lime chalco and lime chalcedon types
of flint, in stone materials for concrete, causes a great deal of concrete deterioration,
which arises as a result of the porosity of the relevant flint material. Lime chalco
flint and lime chalcedon flint are to be found in varying amounts in more or less
all gravel and sand deposits both on land and at sea.
[0005] A method for the removal of the relevant undesired components from stone material
is screening according to specific gravity, in that the specific gravity is less for
flint than for "healthy" stone such as granite and quartz.
[0006] Stone materials from 0-50 mm can be screened according to specific gravity. It will
always be advantageous, and in many cases necessary out of regard for the classification,
to carry out the screening of size-screened stone materials, which can be from 0-4
mm, 4-8 mm, 8-16 mm and 16-32 mm. Many earth stones and most of the sea stones can
be improved by screening so that they fulfil the requirements for stone in material
class M, which contains a max. of 5% light particles, and others so that they fulfil
the requirements for material class A, which contains a max. of 1% light particles.
[0007] A method as described in the initial part of the description is known from GB-A-615
321, but the known method is not satisfactory since it cannot separate the lighter
particles from the heavier ones with the precision required for stone in material
class M.
[0008] Therefore it is the object of the invention to show a method by which the required
precision can be obtained.
[0009] A plant for the screening by specific gravity is known from the description in the
German patent publication no. 40 06 680. The plant is provided with a cell-wheel in
the outlet for the heavy material fraction, and also has a water outlet at the same
end of the screening chamber which is intended for the flushing out of the light material
fraction which lies uppermost in the material layer. The removal of the heavy particles
is regulated by controlling the cell-wheel's speed of rotation on the basis of a given
setting which is compared with the signal from a depth sensor which detects the level
between heavy and light particles. It is a prerequisite for this plant that there
is a relatively large difference in the specific gravity between the heavy and the
light components in the stone mixture, or alternatively that there is a great difference
between the grain size of the light and heavy particles. If this requirement is not
fulfilled, the depth sensor is unable to function satisfactorily, and the result will
be a varying content of light particles in the coarse material fraction.
[0010] For stone materials of, among other things, earth stones and sea stones for concreting,
where the differences in both specific gravity and grain size between the different
components in the stone mixture are minimal, this known plant is unsuitable. However,
since this plant is intended primarily for use in connection with coal mining operations
and mining operations in general, where the conditions with regard to differences
in specific gravity are fulfilled, the plant can screen in a satisfactory manner.
[0011] Consequently, this and other known screening plants do not satisfy the requirements
for screening, in that their ability to screen the prescribed stone materials is not
satisfactory.
Advantages of the invention
[0012] By using the method according to the invention, where the heavy fraction is dosed
such that this fraction constitutes a predetermined part of the supplied material,
and the level of the water in the wessel and the water discharge via the overflow
are regulated by a bulkhead above the overflow plate, in a surprisingly simple manner
there is achieved a specific-gravity screening, especially of stone materials, with
a hitherto unknown high screening precision, even when there are differences in specific
gravity and/or grain size which are minimal. The increasing demands which are presently
placed on the quality of concrete, and the sharpened requirements which are placed
on the quality of the stone, can hereby be fulfilled by the method.
[0013] This great screening precision is ensured by the combination of the dosing of the
supply and the discharge of the material with an overflow plate and a bulkhead, while
at the same time the method provides for a relatively large capacity for reasons of
its continuous sequence.
[0014] The dosing actually ensures that the amount of removed material in the heavy fraction
constitutes a certain preselected part of the supplied material. This percentage-wise
screening of the stone material is advantageous, the reason being that in the extraction
of material, e.g. from gravel pits, the composition of the material is known beforehand,
and continuous control can be carried out by laboratory examinations. Consequently,
should the composition change during a sequence of screening, it is possible merely
to adjust the dosing, after which the quality of the screening is re-established.
It is possible for this adjustment to be effected automatically.
[0015] The controlled supply and removal of stone materials, together with the screening
by percentage of the two fractions, means that the plant can be made relatively simple
in its construction, that the process becomes easy to supervise and control, and that
the screening becomes independent of an inaccurate detection of the stratification
in the screening chamber. The result is a method which distinguishes itself by being
able to screen stone materials with very small differences in specific gravity between
the different fractions, and which at the same time has a relatively high screening
capacity with great screening precision.
[0016] The overflow plate ensures a precise removal of the light fraction which lies uppermost
in the layer of material, and which is flushed out together with the rinsing water.
The amount of the light fraction can be determined by suitable regulation of the level
of the plate.
[0017] Finally, the regulation of the water level means that the degree of flushing away
with the rinsing water can be determined as that layer of material which is cut off
by the overflow plate. To this can be added that the damming ensures a calm course
of run-off in the area at the discharge end, and at the same time that the stone layer
on the sieve is displaced in a uniform manner without any mixing together of the layers
before the separation by the overflow plate. Furthermore, a low consumption of water
is ensured.
[0018] As disclosed in claim 2, by configuring the plant with dosing means with synchronously-coupled
electromotors for the regulation of the screening speed, and herewith the capacity,
there is ensured a simple construction and means for the regulation of the dosing
of material to and from the plant.
[0019] As disclosed in claim 3, by configuring the sieve so that its slope in relation to
the horizontal can be adjusted, a uniform thickness of the layer is ensured for the
whole length of the sieve.
[0020] As disclosed in claim 4, by configuring the sieve with a uniform mesh size and hole
distribution, there is ensured a uniform through-flow of water without any formation
of eddy currents, and herewith a more distinct division of the layers, which ensures
the screening precision.
[0021] As disclosed in claim 5, by using pulsating compressed air to bring the water into
pulsation, there can be achieved a uniform water pulsation throughout the whole extent
of the sieve. A correspondingly uniform fluidization is hereby achieved, and herewith
a uniform distribution and layer stratification.
[0022] As disclosed in claim 6, by being able to control the pulsation, this can be adjusted
according to requirements in order to achieve the greatest possible screening precision
on the basis of the material available.
[0023] As disclosed in claim 7, by changing the distribution characteristic of the pulsation,
and a possible throttling of the air exhaustion, the downwardly-directed streams of
water through the sieve can be retarded, which ensures a calm and therewith a good
precipitation of the material layers.
[0024] Finally, as disclosed in claim 8, it is expedient to ventilate above the removal
cell wheel, in that any variation which may arise in pressure and flow can be equalized,
hereby ensuring the calmest possible course of flow at the discharge end, which is
of decisive importance for the screening precision.
The drawing
[0025] In the following, an embodiment of a plant for the execution of the method according
to the invention will be described in closer detail with reference to the drawing,
where
- fig. 1
- shows a longitudinal section through a plant seen in the direction I-I in fig. 2,
and
- fig. 2
- shows a cross-section through the plant seen in the direction II-II in fig. 1.
Description of the example embodiment
[0026] In the drawing is shown an example embodiment of a screening plant according to the
invention.
[0027] As shown in fig. 1, the plant comprises an inclined sieve 1 which is mounted in a
vessel 6 in such a manner that the slope of the sieve 1 can be adjusted in relation
to the horizontal.
[0028] The vessel 6 is filled with water 15 which is supplied through a valve 16 in order
to ensure that the water level lies above the sieve 1.
[0029] The sieve 1 is configured as a frame with a fine-meshed net in the bottom, said net
extending for the whole length of the sieve.
[0030] The material 12 to be screened is led to the plant via a rotating cell-wheel 2, the
rotational speed of which determines the dosing to the uppermost end of the sieve
1.
[0031] At the opposite end of the vessel 6 there extends a horizontal overflow plate 4.
This plate can be adjusted in height for the determination of the part of the water
which is led out over the plate 4, and which separates the light fraction 13 from
the material 12.
[0032] At a distance behind the front edge of the plate 4 there is mounted a vertically-extending
bulkhead 5. This bulkhead can likewise be adjusted in height for the determination
of the discharge opening for the water.
[0033] At the lowermost end of the sieve 1 there is a discharge chamber with ventilation
duct 11 which opens out over the surface of the water.
[0034] Below this chamber there is mounted a second cell-wheel 3, the rotational speed of
which similarly determines the amount of that heavy fraction 14 which is screened
from the supplied material 12.
[0035] The vessel 6, which is shown in cross-section in fig. 2, is built together with a
pressure chamber 7 which extends along the one side and for the full length of the
vessel 6. The pressure chamber 7 stands in direct fluid connection with the vessel,
so that the pulsations which are generated by the alternate blowing-in and evacuation
of compressed air from the pressure chamber 7 are transmitted to the water 15 in the
vessel 6.
[0036] The vessel 6 and the pressure chamber 7 function as connected vessels, whereby a
change in the level in the chamber 7 will give rise to a corresponding but opposite
change of the level of the water 15 in the vessel 6. The changes in level, or the
pulsations, generate the upwardly and downwardly-directed flows of water through the
sieve 1, which are used for the specific-gravity screening of the material 12 lying
on the sieve.
[0037] To effect the sequential injection and exhaustion of compressed air to and from the
chamber 7, the top of the chamber 7 has a built-in slide valve 8 comprising an elongated
slide which extends for the full length of the chamber. The slide is moved forwards
and backwards by a not-shown mechanical activation arrangement, and in doing so it
opens and closes a series of ports which alternately connect the chamber with a source
of compressed air and the surrounding atmosphere. In fig. 2, the supply of compressed
air is indicated by the reference figure 9, and the air exhaustion by the reference
figure 10. The air exhaust system has a built-in, not-shown throttle valve. This valve
can be regulated and can thus damp the downwardly-directed water flow.
[0038] The following is a description of the method:
[0039] The raw material 12 is dosed to the plant via the cell-wheel 2 in such amounts that
the removal via the cell-wheel 3 constitutes a predetermined part hereof.
[0040] The two cell-wheels 2 and 3 are driven by separate electromotors, the rotational
speeds of which are regulated by commonly-known frequency transformers. The two cell-wheels
2 and 3 are synchronized via an electronic surveillance and control system to rotate
at a certain mutual ratio which can be regulated during operation.
[0041] Besides this dosing, the level of the bulkhead 5 and the overflow plate 4, and the
angular position of the sieve 1, are set in accordance with the composition of the
material and the desired degree of screening. Furthermore, the valve 8 is set for
a suitable pulsation of the water 15 through the sieve 1.
[0042] During operation, the material 12 is fed to the sieve 1 where it is fluidized by
the upwardly-directed flow of water through the mesh of the sieve, and is thereafter
precipitated by the downwardly-directed flow of water and the influence of gravity.
The heavy fraction will deposit itself lowermost in the layer, while the light fraction
will settle uppermost.
[0043] The stratification is concluded at the end of the sieve 1, and the separation of
the light fraction is effected with the water which is led out over the overflow plate
to the discharge.
[0044] The heavy fraction 14, on the other hand, will remain in the water and be led out
at the end of the sieve to the cell- wheel 3.
[0045] The method and the plant ensure a hitherto-unknown high degree of precision in the
screening of raw materials 12 having differences in both specific gravity as well
as differences in size.
[0046] The screening is effected in a completely continuous manner and uses the least possible
amounts of water and energy.
1. Method of the screening of especially stone material, where the material is supplied
to the uppermost end of an inclined sieve, said sieve (1) being submerged in a water-filled
vessel (6), and where the water (15) has a pulsating movement through the sieve (1)
and also flows towards the lowermost end of the sieve (1) so that the material on
the sieve (1) is fluidized by the upwardly-directed flow and stratified on the sieve
(1) in a subsequent order by the downwardly-directed and the longitudinal flow, and
in such a manner that the lightest particles (13) lie uppermost and the heaviest particles
(14) lowermost, whereby the material (12) to be separated as well as the heavy fraction
(14) are dosed and whereby an overflow plate (4) screens out the light fraction (13)
, characterized
- in that the heavy fraction (14) is dosed such that this fraction (14) constitutes
a predetermined part of the supplied material (12), and
- in that the level of the water (15) in the wessel (6) and the water discharge via
the overflow are regulated by a bulkhead (5) above the overflow plate (4).
2. Screening plant for the execution of the method according to claim 1, said plant comprising
a sieve (1) being submerged in a water-filled wessel (6), and where a pulsating movement
of the water (15) through the sieve (1) is generated by compressed air, and the water
(15) also flows towards the lowermost end of the sieve (1), whereby the material (12)
to be separated as well as the heavy fraction (14) are dosed, whereby an overflow
plate (4) screens out the light fraction (13) and whereby the dosing of the material
(12) is effected by means of cell-wheels driven by an electromotor, characterized in that the two cell-wheels (2, 3) are synchronously coupled together for the regulation
of their speed of rotation, and herewith respectively of the supplied amount of material
(12) and the removed amount of the heavy fraction (14).
3. Screening plant according to claim 2, characterized in that the inclined position of the sieve (1) in the vessel (6) can be adjusted.
4. Screening plant according to claims 2-3, characterized in that the mesh size and the distribution of holes in the sieve (1) are uniform throughout
the whole extent of the sieve (1).
5. Screening plant according to any of the preceding claims, characterized in that the pulsation of the water (15) in the vessel (6) is generated by pulsating
compressed air in an air chamber (7), which is in fluid connection with the water
(15).
6. Screening plant according to claim 5, characterized in that the pulsation of the compressed air in the air chamber (7) is generated by a
valve (8) which controls the blowing-in and the exhaustion of the air.
7. Screening plant according to claim 6, characterized in that the control is effected with an asymmetric distribution characteristic which
can comprise a throttled exhaustion.
8. Screening plant according to claims 2-7, characterized in that a ventilation duct (11) is mounted over the removal cell-wheel (14), said duct
opening out above the surface of the water (15) in the vessel (6).
1. Verfahren zur Klassierung von insbesondere Steinmaterialien, wobei das Material am
oberen Ende eines geneigten Siebes (1) aufgegeben wird, das unter Wasser in einem
wasserbefüllten Behälter (6) angeordnet ist, und wobei das Wasser (15) eine pulsierende
Bewegung durch das Sieb (1) hindurch ausübt und zudem zum unteren Ende des Siebes
(1) strömt, so daß das auf dem Sieb (1) befindliche Material durch die nach oben gerichtete
Wasserströmung fluidisiert und nachfolgend durch die nach unten und längs gerichtete
Strömung auf dem Sieb (1) derart geschichtet wird, daß die leichtesten Partikel (13)
zuoberst und die schwersten Partikel (14) zuunterst liegen, wobei sowohl das zu trennende
Material (12) als auch die Schwergutfraktion (14) dosiert zu- bzw. abgeführt werden,
und wobei ein Überlaufblech (4) die Leichtgutfraktion (13) abtrennt, dadurch gekennzeichnet,
daß
- die Schwergutfraktion (14) so dosiert abgeführt wird, daß diese Fraktion (14) einen
vorbestimmten Anteil des zugeführten Materials (12) bildet, und
- der Wasserpegel im Behälter (6) und der Wasserabfluß über den Überlauf durch eine
Schottwand (5) oberhalb des Überlaufbleches (4) reguliert werden.
2. Klassieranlage zur Durchführung des Verfahrens nach Anspruch 1, mit einem unter Wasser
in einem wasserbefüllten Behälter (6) angeordneten Sieb (1), einer mit Druckluft erzeugten
pulsierenden Bewegung des Wassers (15) durch das Sieb (1) und einer weiteren Wasserströmung
zum unteren Ende des Siebes (1), wobei das zu klassierende Material (12) ebenso wie
die Schwergutfraktion (14) dosiert sind, wobei ein Überlaufblech (4) die Leichtgutfraktion
(13) abtrennt, und wobei die Dosierung des Materials (12) durch von einem Elektromotor
angetriebene Zellenräder erfolgt, dadurch gekennzeichnet, daß die beiden Zellenräder
(2, 3) synchron miteinander gekoppelt sind zur Regelung ihrer Rotationsgeschwindigkeit
und somit hinsichtlich der zugeführten Menge an Material (12) und der abgeführten
Menge der Schwergutfraktion (14).
3. Klassieranlage nach Anspruch 2, dadurch gekennzeichnet, daß die Neigung des Siebes
(1) im Behälter (6) justierbar ist.
4. Klassieranlage nach Anspruch 2 oder 3, dadurch gekennzeichnet, daß im Sieb (1) Größe
und Verteilung der Siebmaschen über die gesamte Siebfläche einheitlich sind.
5. Klassieranlage nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß
das Pulsieren des Wassers (15) im Behälter (6) durch Druckluftpulsation in einer Luftkammer
(7) erzeugt wird, die in flüssigkeitsaustauschender Verbindung mit dem Wasser (15)
steht.
6. Klassieranlage nach Anspruch 5, dadurch gekennzeichnet, daß die Druckluftpulsation
in der Luftkammer (7) durch ein Ventil (8) erzeugt wird, das das Lufteinblasen und
den Luftauslaß steuert.
7. Klassieranlage nach Anspruch 6, dadurch gekennzeichnet, daß die Steuerung über eine
asymmetrische Verteilercharakteristik erfolgt, die einen gedrosselten Auslaß aufweisen
kann.
8. Klassieranlage nach einem der Ansprüche 2 bis 7, dadurch gekennzeichnet, daß über
dem Austragszellenrad (14) ein Belüftungskanal (11) angeordnet ist, der oberhalb des
Wasserpegels in Behälter (6) ausmündet.
1. Procédé pour la séparation en particulier de matériaux pierreux, dans lequel le matériau
est acheminé à l'extrémité supérieure d'un tamis incliné, ce tamis (1) étant immergé
dans un récipient (6) rempli d'eau, et dans lequel l'eau (15) a un mouvement pulsé
à travers le tamis (1) et s'écoule également vers l'extrémité inférieure du tamis
(1) de façon que le matériau sur le tamis (1) soit fluidisé par l'écoulement dirigé
vers le haut et stratifié sur le tamis (1) dans un ordre de succession par l'écoulement
dirigé vers le bas et l'écoulement longitudinal, et de telle manière que les particules
les plus légères (13) se placent tout en haut et les particules les plus lourdes (14)
tout en bas, de sorte que le matériau (12) à séparer ainsi que la fraction lourde
(14) sont dosés et de sorte qu'une plaque de débordement (4) sépare la fraction légère
(13), caractérisé en ce que :
- la fraction lourde (14) est dosée de façon que cette fraction (14) constitue une
part prédéterminée du matériau acheminé (12), et en ce que
- le niveau de l'eau (15) dans le récipient (6) et l'évacuation de l'eau par le débordement
sont régulés par une paroi de retenue (5) au-dessus de la plaque de débordement (4).
2. Installation de séparation pour la mise en oeuvre du procédé selon la revendication
1, cette installation comprenant un tamis (1) immergé dans un récipient rempli d'eau
(6), et dans laquelle un mouvement pulsé de l'eau (15) à travers le tamis (1) est
généré par de l'air comprimé, et l'eau (15) s'écoule également vers l'extrémité inférieure
du tamis (1), de sorte que la matériau (12) à séparer ainsi que la fraction lourde
(14) sont dosés, de sorte qu'une plaque de débordement (4) sépare la fraction légère
(13) et de sorte que le dosage du matériau (12) est assuré au moyen de roues à compartiments
entraînés par un moteur électrique, caractérisée en ce que les deux roues à compartiments
(2, 3) sont couplées ensemble de manière synchrone pour la régulation de leur vitesse
de rotation, et ainsi, respectivement, de la quantité de matériau (12) acheminé et
de la quantité de fraction lourde (14) déchargée.
3. Installation de séparation selon la revendication 2, caractérisée en ce que la position
inclinée du tamis (1) dans le récipient (6) peut être réglée.
4. Installation de séparation selon les revendications 2-3, caractérisée en ce que la
maille de tamis et la répartition de trous dans le tamis (1) sont uniformes sur toute
l'étendue du tamis (1).
5. Installation de séparation selon l'une quelconque des revendications précédentes,
caractérisée en ce que la pulsation de l'eau (15) dans le récipient (6) est générée
en pulsant de l'air comprimé dans une chambre à air (7) qui est en communication de
fluide avec l'eau (15).
6. Installation de séparation selon la revendication 5, caractérisée en ce que la pulsation
de l'air comprimé dans la chambre à air (7) est générée par une valve (8) qui commande
l'introduction et l'extraction de l'air.
7. Installation de séparation selon la revendication 6, caractérisée en ce que la commande
est assurée avec une caractéristique de distribution asymétrique qui peut comprendre
une extraction freinée.
8. Installation de séparation selon les revendications 2-7, caractérisée en ce qu'un
conduit de ventilation (11) est monté au-dessus de la roue à compartiments (14) de
décharge, ce conduit débouchant au-dessus de la surface de l'eau (15) dans le récipient
(6).