WO1984001918A1

WO1984001918A1 - Process and plant for the production of cement-concrete

Info

Publication number: WO1984001918A1
Application number: PCT/DK1983/000107
Authority: WO
Inventors: Karl Gunnar Ohlson
Original assignee: Skako As
Priority date: 1982-11-15
Filing date: 1983-11-14
Publication date: 1984-05-24
Also published as: PT77660B; CA1238038A; GR79036B; ES527247A0; SE8206489D0; ES8602560A1; DE3366672D1; ES8501725A1; AU574655B2; FI842744A; FI842744A0; IT8349338A0; JPS59502017A; IT1174795B; EP0126105A1; ES535577A0; EP0126105B1; AU2260283A; PT77660A

Abstract

A process for the production of cement-concrete by intimate mixing of aggregates, cement, optional filler, and water in a concrete mixer, wherein the fine fraction of the aggregates is only added into the mixer after the remaining components have been mixed, with the result that the coarse fraction of the aggregates is coated with a paste, consisting of cement, optional filler, and water in which the fine fraction is absorbed. The addition of the fine fraction is effected successively, controlled by the proportioning means for the fine fraction, preferably by controlled vibration technique. The fine fraction is advantageously added into a zone of the mixer in which the mass consisting of the paste-coated coarse fraction and free-flowing cement paste is moved in a material flow under the influence of an external pressure from the mixin means. In the plant for the realization of the process and comprising a mixing container with proportioning means for the components of the concrete, mixing and discharge means, the proportioning means for the fine fraction of the aggregates is equipped with devices for the control and regulation of the flow of the fine fraction, and is preferably a vibratory feeder. A homogeneous concrete having excellent strength properties is obtained with considerable cement savings.

Description

Process and Plant for the Production of Cement - Concrete

The invention presented relates to a process for the production of cement-concrete by intimate mixing of aggregates, cement, optional filler, and water in a concrete mixer by which the fine fraction of the aggregate material is only added after the remaining components have been mixed, with the result that the coarse fraction of the aggregate material is coated with a paste consisting of cement, optional filler, and water, in which the fine fraction is absorbed.

A process of this nature is described in the SE patent specification No. 7700052-9, publication No. 415 349 with the same inventor as the present application, and assigned to the present applicant. This patent specification represents a fundamental breach with traditional concrete mixing techniques, according to which the entire aggregate quantity is normally added into the concrete mixer, including both the coarse fraction (normally stone materials with particle sizes of 32 - 4 mm) and the fine fraction (sand with particle sizes up to 4 mm) together with the cement and mixed for a certain period of time before water is added. It also occurs that aggregates, water and cement are added in the sequence mentioned or alternatively that water and cement are mixed into a paste which is then added to the aggregates.

The process according to the above SE patent specification with the specific purpose to produce a cement-concrete mass with an elevated filler content, low cement content and an elevated content of coarse aggregates (stone), was based on the hypothesis that if the coarse fraction of the aggregates was first added to the mixer and thereafter cement, filler and water in the form of a paste, or one after the other, part of the produced filler-containing cement paste would coat the particles contained in the coarse fraction of the aggregates, while the remainder would form a free-flowing paste, and when the fine fraction of the aggregates is thereafter added by continued mixing the particles of the fine fraction would be absorbed and encapsulated in the paste, coating the particles of the coarse fraction. The fine fraction particles will increase the viscosity of the paste, which is high as it is, due to the filler content, but the paste will remain liquid. It was assumed that the compressive strength and the workability of the concrete would be increased, with an increasing quantity of fine fraction incorporated in the cement paste during the mixing.

By the process described in the patent specification it should also be possible to reduce the water/cement ratio in relation to the conventional dry mixing process with unchanged quantities of aggregates and cement, as a considerable quantity of filler was used.

It is a well-known fact that the water/cement ratio, indicating the weight proportion between water and cement in a given concrete mix, is of vital importance for the strength qualities of the concrete, and a reduced water/cement ratio would therefore also be desirable.

The drawings of the patent specification, showing the results of tests on a laboratory scale with concrete mixes each of 13 kg seem to confirm that the adding of filler and the changed mixing sequence provided the alleged improvements of the strength qualities of the concrete. This was, however, largely conditional on the addition of filler.

The mixing process, dealt with in the patent specification has, however, never been applied in practice. On the basis of the promising laboratory test, test runnings on an industrial scale were initiated in a Swedish concrete factory under application of the existing, well-tested mixing plants and concrete recipes, however, with an alteration of the adding sequence in accordance with the teachings of the patent specification, meaning that the fine fraction of the aggregate was added after the mixing of the remaining components. However, it proved impossible to absorb the entire sand quantity homogeneously in the cement paste.

Local drainings of the cement paste were observed, and even with long mixing times a heterogeneous concrete was produced, showing no improvement of the strength qualities. It was thus impossible to render probable to skilled persons that the suggested change of the mixing sequence, the introduction of which in itself demanded great efforts to overcome very rooted prejudices, had any future.

The present invention rests on the surprising realization that to achieve the results aspired in the patent specification it is necessary to overcome not only one but two prejudices, and further the adding of filler is not obligatory for the achievement of good strength qualities.

As proved by the mentioned, unsuccessful tests, and as it will appear from the examples, mentioned below, it is namely not adequate to change only the sequence in which the individual components of the cement-concrete mass are added. It is of vital importance for the homogeneous absorption of the particles of the fine fraction during the mixing process into the free-flowing cement paste and into the part of the paste, coating the coarse particles, that the particles are. not as usual added at a time over the shortest possible period of time to start the mixing process, but on the contrary that they are added successively in a controlled flow of materials which can be provided by the application of a proportioning means for the fine fraction. The process according to the invention is therefore characterized in that the addition of the fine fraction is effected successively, controlled by the proportioning means for the fine fraction.

As it will appear from the following test results it is in this way possible to produce a particularly homogeneous concrete with an essential reduction of the mixing time, with a thus achieved reduction of the energy consumption and wear on the mixer, also due to the coating effect, brought about by the cement paste under the adding of the fine fraction.

The concrete, produced in accordance with the process of the invention, shows in addition to the improved homogeneity a reduced tendency to separation, and the concrete shows no sign of accumulations of free washed stones, the so-called "stone-nests", as all stones are neatly surrounded by cement paste. The concrete liberates only a reduced quantity of water before and after vibration in which way bleeding on the concrete surface and thus strength reduction are avoided. Moreover, the compressive strength measures show a reduced standard strength deviation compared to concrete, produced according to normal process.

Due to the improved homogeneity of the concrete and the demonstrated reduced standard deviation of strength it will also by the process according to the invention be possible to reduce the cement content in a given concrete mix, maintaining the strength values.

That the disadvantages, experienced by the reproduction of the SE patent on an industrial scale can be eliminated just by controlling the material flow of the fine fraction may seem obvious in retrospect. However, it is important to keep in mind that such a control constitutes a fundamental breach with the concrete mixing techniques of several decades, resting on the opinion that the mixer does the work for which reason the components of the batch should be added as quickly as possible in order to start up the mixing process.

Without the intention to accuse the concrete technologists of being more conservative than skilled persons within other fields, it appears that the inventions within the concrete field have in latest years principally concentrated on improving the effectiveness of the mechanical part of the mixing process, or on varying the grain size distribution of the fine fraction, or on adding special admixtures to produce improved products.

That it should be possible to perfect the process, rejected by skilled persons, according to the patent specification No. 7700052-9 merely by modifying the proportioning means for the fine fraction, thus to achieve control with the material flow, must be considered, highly to exceed the expectations of the skilled persons.

The importance of this simple modification is better understood by a closer observation of the very mixing process. By the prevalent dry mixing process the water content in the cement paste is increased during the mixing from zero by water feeding start-up to the final value, corresponding to the requested water/cement ratio. During the mixing the concrete thus passes from a dry to a wet stage.

Contrary to this from the beginning of the adding of the fine fraction, the cement paste has the pre-determinated water content, and all the cement particles are preground and possibly activated by the mixing with the coarse fraction. By the successive adding of the fine fraction water is bound by the formation of water meniscus between the fine grains. By this the viscosity of the paste and the volume of fines in the mix are increased. Thus, during the mixing process the concrete passes from a wet to a less wet stage.

The qualities of the concrete mass, such as homogeneity and workability increase with increasing fine fraction volume which contributes to the above improved qualities of the ready concrete.

A particularly appropriate adding of the fine fraction is achieved by controlled vibration technique, more precisely by the application of a socalled vibratory feeder.

Such vibratory feeders have a wide field of application within the most diversified lines of material handling, from the transportation of granulated sugar in sugar factories to the charging of pellets in blast furnaces.

The application of a vibratory feeder in the process according to the invention permits an especially effective control with the material flow of the fine fraction which can be adjusted according to requirements.

An investigation of different types of concrete mixers has proved that the optimum mixing process and the best concrete mass is achieved if the fine fraction is added in a zone of the mixer in which the mass, including the paste-coated coarse fraction and the free-flowing cement paste is moved in a material flow under the influence of an external pressure from the mixing means in such a way that the material flow is pressed together and the particles thus under rolling pressed against each other. By the successive adding of the particles of the fine fraction into the material flow these are drawn into the flow, and due to the pressure between the particles of the coarse fraction and the individual movements of the particles, brought about by the mixing means, the particles of the fine fraction are "ground" into the paste coating of the coarse particles.

Considering this it will be especially advantageous to design the mixing means and arrange the curve path described so as to establish high and low pressure zones in the concrete mass during the mixing process. This can e.g. be achieved by the application of a stationary mixing pan in which the mixing shovels are driven in pairs in a planetary movement.

The successive adding of the fine fraction is advantageously adjusted so in relation to the rotation of the mixing means that the fine fraction added does not meet previously added fine fraction material, not yet absorbed in the paste, which would then form a double layer of fine fraction which it would be difficult homogeneously to work into the mass.

Despite the fact that the application of fillers, contrary to the SE patent specification No. 415 349, is not obligatory for the process in accordance with the invention it may be desirable to add filler, among other things to be able to adjust the viscosity of the cement paste. Such an adjustment could be carried out by measuring means for the determination of the viscosity of the paste, connected to the proportioning means for the filler.

It is pointed out that the designation "filler" is here used in the widest sence of the word, and not only with the meaning fine fraction material with particle sizes smaller than 1/4 mm, but also covering mineral admixtures such e.g. as silica, fly ash, puzzolanes etc., and in addition more special admixtures such as colours and inactive fillers such as fineground quartz etc. The filler materials are normally added together with the cement and/or used for later adjustments. Any admixture for the production of concrete may be used in the process according to the invention, both

1. Physically active admixtures such as plasticisers, both normal and superpiasticisers, and air-entraining admixtures, such as tensides, reducing the surface tension of the water by the formation of bubbles, and

2. Chemically active admixtures such as accelerators or retarders for the reaction between water and cement

The adding of these admixtures will normally be effected with the last part of the water before the adding of the fine fraction which will enable the cement to react with water on its surface.

It has also turned out that to produce a concrete with optimum qualities the coarse fraction of the aggregates can with advantage be moistened with part of the water before cement, optional filler, and the remaining water quantity is added. It is also important to establish a suitable premixing time before successively adding the fine fraction. Hereby the qualities of the cement paste and thus the workability of the mass is improved.

The invention further relates to a plant for the production of cement concrete and of a nature comprising a mixing container with proportioning means for the components of the concrete mass, mixing means and discharge means, and the plant is characterized in that the proportioning means for the fine fraction of the aggregates is equipped with devices for the control and regulation of the flow of the fine fraction.

Preferably the proportioning means for the fine fraction is a vibratory feeder, providing a very accurate control with the proportioning and which can be adjusted to provide different proportioning periods, in accordance with the composition and qualities of the concrete mass in question. If desired, the proportioning means can be adapted to add the fine fraction on more than one zone of the mixer. E.g. this can be achieved by the application of two or more proportioning means or by a turnable proportioning device.

In the imbodyment of the process according to the invention in which filler is used for the adjustment of the viscosity of the cement paste, the plant may also include means for the determination of the viscosity of the cement paste, connected to the proportioning means for the filler and control the filler flow.

In order to achieve a particularly effective mixing of the fine fraction it is of great importance that the material flow in the mixer is under the influence of an external pressure from the mixing means, thus establishing high and low pressure zones in the concrete mass, and that the fine fraction is added in a high pressure zone. In addition to the fact that the pressure can be increased or reduced in the pressure zone by an increased or reduced material flow of fines, the mixing means of the plant are primarily designed so as to establish alternating high and low pressure zones which can further be supported by adapting the mixing means to move in a curved path e.g. a planetary movement.

The invention can be applied in the production of any type of concrete for varying purposes and with varying strength qualities. A person skilled in the art will be able to determine the optimum mixing process for a given type of concrete by varying the components of the mass, the grain sizes of the aggregates, the types of cement, different admixtures, mixing time etc.

Comparative Tests on a Laboratory Scale

In order to document the importance of a successive adding of the fine fraction of the aggregate materials (sand 0 - 4 mm) tests were carried out in a laboratory pan mixer with four shovels and two side scrapers by which the pan and the shovels rotated in the opposite directions. The used basic mix had the composition: Rapid cement 325 kg/cbm Water 150 kg/cbm W/C ratio 0.46

Aggregates:

Sand 0 - 4 mm 650 kg/cbm Stone 4 - 16 mm 1260 kg/cbm

The following tests were carried out:

I Reproduction of SE Patent No. 415 349

Stone and half of the water were mixed for 5 s. to moisten the stone material. Hereafter cement and the remainder of the water, containing a plasticiser, were added, and the mix was pre-mixed for 20 s. Hereafter the sand quantity was added at a time, and the mixing was continued for 65 s. Total mixing time 90 s.

II Process According to the Invention (long pre-mixing time).

Stone, water, containing a plasticiser, and cement were mixed as under I. Hereafter sand was added over a period of 20 s., and the mixing was continued for 45 s. Total mixing time 90 s.

On termination of the mixing the following determinations were made:

I II

Air content 1,2% 1,3%

Slump 0 0

Slump (Vebe) 4 s. 2,5 s.

Mix 1 was homogeneous and had a workability, expressed by a Vebe measure of 4 s. Mix II was also homogeneous and demonstrated an improved workability, expressed by a Vebe measure of 2,5 s.

Of both types of concrete cylinders were cast which were used for early compressive strength determinations according to standard D5 423, 1 and 2 days after completed mix, respectively.

The results of the compressive strength tests appear from the below table. By way of comparison standard values for concrete, produced with the same type of rapid cement, according to the traditional mixing technique, are used:

Compressive Strength M Pa

Period I II Stand. Values 21 h 11.6 13 (24 h) 22 h 10.6 44 h 30.1 23 (48 h) 45 h 29.3

From the above table it is seen that test II shows improved early strength values, not least if the time differences are taken into account. It is assumed that the differences would be even more significant if a mixer providing high and low pressure zones had been used.

Comparative Tests on an Industrial Scale

The tests have been run with a very experienced Danish manufacturer of concrete with his existing 1500 1 SKAKO mixer for the production of ready-mixed concrete.

The mixer is a pan mixer, operating on the basis of the counter-current mixing principle, by which the mixing is effected in a fixed pan by means of 4 shovels, driven in pairs by a planetary gear box. In addition the mixer is equipped with 2 off side scrapers, incorporated with the purpose to lead the concrete to the most active mixing zone. The speed of the side scrapers is approx. half the speed of the shovels. This specific countercurrent mixing principle makes the concrete mass move approx. one round per each 10 - 12 s. and brings about the effect that high and low pressure zones are continuously developed in the concrete mass.

The below concrete recipes have been selected for the tests, according to the standard mixing procedure and to the new mixing procedure.

1) 15 MN/M² Concrete

Cement (Portland) 230 kg

Water 165 1

Sand (0 - 4 mm) 717 kg

Gravel (4 - 8 mm) 200 kg

Gravel (8 - 16 mm) 818 kg

Air-entraining admix 53 g

2) 30 MN/M-² Concrete

Cement (Portland) 330 kg

Water 165 1

Sand (0 - 4 mm) 668 kg

Gravel (4 - 8 mm) 200 kg

Gravel (8 - 16 mm) 789 kg

Air-entraining admix 60 g

3) Pipe Concrete

Cement (Portland) 346 kg

Water 131 1

Sand (0 - 4 mm) 760 kg

Gravel (4 - 8 mm) 285 kg

Gravel (8 - 16 mm) 855 kg The below described proportioning cycle has been applied:

Standard Mixing Procedure

The stone fractions 4 - 8 and 8 - 16 mm and the sand were added at a time. After a dry-mixing period of 5 s. water was added over a period of 20 s., and after 15 s. mixing time the cement was added. The total adding lasted approx. 30 s., and hereafter the batch was mixed for approx. 30 s. The total mixing time was thus 60 s.

B. New Mixing Procedure, According to the Invention

The stone fractions 4 - 8 and 8 - 16 mm were added all at a time together with the water. After a 5 s. moisturing the cement proportioning was started and lasted for approx. 15 s., whereafter the batch was mixed for another 10 s. (paste mixing time). Then sand was added successively over a period of 15 s. by means of a SKAKO vibratory feeder. To reach the same total mixing time the batch was ready-mixed for another 15 s., but the concrete was homogeneous already after 5 s. ready mixing.

In addition to the visual observations 3 cylinder cores were taken from each mix, all each of 1 cbm.

The cylinder cores were stored in a water bath for 14 days at a constant temperature of 21° C. The results achieved are listed in the below tables.

All three test runnings indicate that an essential increase of the average strength by the process according to the invention was achieved and that the standard deviation of strength and the variation coefficient was reduced.

This clearly demonstrates that by the process according to the invention considerable cement savings can be achieved, compared to the standard mixing procedure, retaining the same strength values.

Claims

PATENT CLAIMS

1. A process for the production of cement-concrete by intimate mixing of aggregates, cement, optional filler, and water in a concrete mixer wherein the fine fraction of the aggregates is only added into the mixer after the remaining components have been mixed, with the result that the coarse fraction of the aggregates is coated with a paste, consisting of cement, optional filler, and water in which the fine fraction is absorbed. ch aracterized in that the addition of the fine fraction is effected successively, controlled by the proportioning means for the fine fraction.

2. A process according to claim 1. characterized in that the addition of the fine fraction to the paste-coated coarse fraction is effected by controlled vibration technique.

3. A process according to claim 1 or 2. characterized in that the fine fraction is added into a zone of the mixer in which the mass consisting of the paste-coated coarse fraction and free-flowing cement paste is moved in a material flow under the influence of an external pressure from the mixing means.

4. A process according to claim 3. characterized in that the external pressure on the material flow is so exerted that the added particles of fine fraction, are immediately absorbed in the material flow.

5. A process according to claims 1 - 4. c h a r a c t e r i z e d in that the adding of the fine fraction is adjusted in relation to the rotation of the mixing means so as to prevent the fine fraction from meeting previously added fine fraction, not yet absorbed in the paste.

6. A process according to each of the claims 1-5 c h a r ac t e r iz e d in that the viscosity of the paste-covered coarse fraction is adjusted by the addition of filler.

7. A process according to claim 6 c h a r a c t e r i z e d in that the adjustment is carried out by measuring means connected to the proportioning means for the filler.

8. A process according to any of the previous claims characterized in that the coarse fraction of the aggregates is moistured by part of the water before cement, optional filler, and the remaining water are added, and that this mixture is pre-mixed before the adding of the fine fraction.

9. A plant for the realization of the process according to claim 1 and comprising a mixing container with proportioning means for the components of the concrete mass, mixing means, and discharge means c h a ra cterized in that the proportioning means for the fine fraction of the aggregates is equipped with devices for the control and regulation of the flow of the fine fraction.

10. A plant according to claim 9 ch ara cterized in that the proportioning means for the fine fraction is a vibratory feeder.

11. A plant according to claims 9 and 10. characterized in that the proportioning means is designed to add the fine fraction in more than one zone of the mixer.

12. A plant according to claim 9 c ha ra cte riz ed in that the mixing means are designed and adapted to move in a curved path so as to establish high and low pressure zones in the concrete mass.

13. A plant according to claim 9 for the realization of the process according to claim 7, characterized in that the proportioning means for the filler is connected to means for the determination of the filler content and the viscosity of the cement paste.