CA1077181A - Composition of matter comprising cellular aggregate distributed in a binder - Google Patents

Composition of matter comprising cellular aggregate distributed in a binder

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Publication number
CA1077181A
CA1077181A CA265,486A CA265486A CA1077181A CA 1077181 A CA1077181 A CA 1077181A CA 265486 A CA265486 A CA 265486A CA 1077181 A CA1077181 A CA 1077181A
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CA
Canada
Prior art keywords
beads
fraction
composition according
cellular
fine
Prior art date
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Expired
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CA265,486A
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French (fr)
Inventor
Daniel Le Ruyet
Daniel De Vos
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BFG Glassgroup GIE
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BFG Glassgroup GIE
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Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • CCHEMISTRY; METALLURGY
    • C03GLASS; MINERAL OR SLAG WOOL
    • C03CCHEMICAL COMPOSITION OF GLASSES, GLAZES OR VITREOUS ENAMELS; SURFACE TREATMENT OF GLASS; SURFACE TREATMENT OF FIBRES OR FILAMENTS MADE FROM GLASS, MINERALS OR SLAGS; JOINING GLASS TO GLASS OR OTHER MATERIALS
    • C03C11/00Multi-cellular glass ; Porous or hollow glass or glass particles
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B26/00Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02Macromolecular compounds
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Structural Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • General Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Inorganic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Housing For Livestock And Birds (AREA)

Abstract

ABSTRACT OF THE DISCLOSURE

There is provided a composition of matter comprising a cellular aggregate distributed in a hardenable or hardened binder or matrix material, in which the aggregate consists of or includes (i) a fraction of cellular glass beads of mesh sizes up to 3mm, individually containing one or more interior cells with a maximum cross-sectional dimension at least 0.3 times the mesh size of the bead and having a non-cellular or micro-cellular surface skin, and (ii) a fraction of cellular glass beads of mesh sizes above 3 mm, individually having a multicellular core with a cell population per unit volume substantially higher than the population of said interior cells in said fine fraction beads and likewise having a non-cellular or micro-cellular surface skin.

Description

107~181 This invention relates to compositions of matter com-prising a cellular aggregate distributed in a hardenable or hardened binder or matrix material.
It is known to use cellular bodies, e.~., bodies of expanded clay, clinker or glass, as an aggregate in mouldable compositions for reducing the weight of products formed there-from or for modifying their thermally insulating properties.
Problems arise in formulating such compositions to achieve the required combination of properties. This is due in part to a conflict between different demands. For example a problem is involved in achieving light weight products without too great a sacrifice of mechanical strength, and this is particularly so if at the same time it is desired to form moulded products having good thermally insulating properties.
Such problems have been encountered, inter alia, in the production of light-weight concretes.
Due to the incompatibility of various ideal properties a compromise necessarily has to be made.
The object of the present invention is to provide a composition having a favourable combination of properties which is not attainable by known compositions.
According to the present invention there is provided a composition of matter comprising a cellular aggregate distri-buted in a hardenable or hardened binder or matrix material, characterised in that the aggregate consists of or includes (i) a fraction of cellular glass beads (hereafter called "fine fraction beads") of mesh sizes up to 3 mm, individually con-taining one or more interior cells with a maximum cross-sectional dimension at least 0.3 times the mesh size of the bead and having a non-cellular or micro-cellular surface skin, and ~ii) a fraction of cellular glass beads (called "coarse fraction beads") of mesh sizes above 3 mm, individually having a multi-~ ' ~

: . .

1077~81 cellular core with a cell population per unit volume substantially higher than the population of said interior cells in said fine fraction beads and likewise having a non-cellular or micro-cellular surface skin.
It has been found that by employing as an aggregate cellular glass beads of a size range distribution extending above and below 3 mm, and using for the fine and coarse frac-tion beads which have different structural features as above specified, it is possible to make compositions which in the hardened state have remarkably high strength in relation to their specific gravity and their thermal conductivity. In addition, the fine and coarse fraction beads together confer advantageous sound insulating properties on products formed from the compositions.
It is another advantage of the invention that a good distribution of the glass beads in any required volume of binder or matrix material can be easily achieved. The facil-ity with which the beads can be mixed with a hardenable binder or matrix material is due to their composition and physical form and tends to increase the closer the beads approximate to a truly spherical shape. It is preferable for the glass beads employed in carrying out the invention to be of substan-tially spherical form but that is not essential. Beads of any rounded form, e.q., ellipsoidal beads, can be used.
In the preferred embodiments of the invention the ;~
fine and coarse fraction beads have substantially water-impermeable surface skins. This feature affords the advantage that mouldable compositions, e.~., cement, can be made up without having to reckon with water absorption by the beads and water will not be trapped in the beads when the product dries. In addition the thermally insulating properties of the product are not likely to be impaired by moisture absorption
- 2 -i -1~771~3~
by the beads. Cellular glass beads can be considered to have substantially watcr-impermeable skins if the water absorption after immersion of the beads in water for 24 hours is less than 20% by weight.
For any given type of composition, the best volume ratio between the cellular glass beads and the binder or matrix material will depend of course on numerous factors including the properties of the binder or matrix material and the strength, thermal conductivity and other properties of the product to be formed.
Preferably the coarse fraction beads cover a size range extending up to at least 8 mm. Generally speaking it is preferred not to use beads above 30 mm in size and in most cases it is advisable to observe a maximum size much below 30 mm. The use of coarse fraction beads up to at least 8 mm in size promotes a very favourable strength/density ratio for products formed from the composition. In certain compositions according to the invention the said coarse fraction beads cover a size range extending up to at least 16 mm.
The fine fraction beads may and preferably do cover a size range extending substantially below 3 mm. For a given weight of fine beads, a reduction in their size tends to result in a reduction in the thermal conductivity of the product and makes it easier uniformly to distribute a substantial proportion of such beads in the composition. Taking these considerations into account, certain compositions according to the invention contain fine fraction beads which cover a size range extending down to below 1 mm in size.

me fine fraction beads preferably have a bulk density of not more than 350 kg/m3. The observance of this condition makes it easier to make up compositions having a low thermal conductivity and a reasonably high compression resistance.

)77181 In certain compositions according to the invention the said fine fraction beads have a bulk density between 250 and 350 kg/m3.
The coarse fraction beads preferably have a bulk density lower than the fine fraction beads. In certain compo-sitions according to the invention the coarse fraction beads have a bulk density of not more than 200 kg/m3 and most pref-erably a bulk density between 80 and 200 kg/m3. The use of coarse fraction beads in such categories is conducive to achieving products of low density.
The binder or matrix material is preferably cement, e.~., Portland cement. It is in this field that the invention affords the most important advantages. The need for concretes which combine lightness of weight with good mechanical strength and low thermal conductivity has stimulated considerable research in recent years and the invention makes an important contribution in this field. In particular, concretes incor-porating fine and coarse cellular glass beads with the charac-teristics required according to the present invention can be `
formed into monolithic structures combining load-bearing and thermally insulating properties. Such concretes can be used, for example, for forming walls, floors, flat roofs, cladding layers, blocks and other prefabricated components for struc-tural or other purposes.
Reference has already been made herein to preferred values for the size range covered by the cellular glass beads.
The values which have been given are applicable to compositions containing various kinds of binder or matrix material. Exper-iments have shown that when applying the invention to the production of light weight concrete, l.e., when using cement as the binder or matrix material, the most useful results can be achieved when adopting one or more of the following condi-: :

tions (a3 to (f):
(a) the volume of the combined fine and coarse frac-tions of beads is at least 50% of the dry volume of the composition, (b) the coarse fraction beads are wholly or predomi-nantly in the size range 8 to 16 mm, (c) the coarse fraction beads are classifiable into two sub-fractions respectively containing beads above and below 8 mm in size and the bulk volume of the 3 to 8 mm sub-fraction beads is less than the bulk volume of the beads of the other of said sub-fractions but greater than the bulk volume of the fine fraction beads, (d) the ratio between the bulk volumes of the coarse fraction beads and the fine fraction beads is be-tween 6:1 and 1:1, (e) the proportions by volume of the fine and coarse fractions of beads in the composition is such that the dry composition has a thermal conductiv-ity below 0.25 kcal/mhC, (f) the proportions by volumes of the fine and coarse fractions in the composition and their size dis-tribution are such that the dry composition 28 days after setting has a density below 950 kg/m3 and a compression resistance of more than 60 kg/cm2 (preferably 70 to 120 kg/cm2).
Compositions according to the invention (not only those wherein cement is used as binder or matrix material) may incorporate one or more other aggregate components additional to the specified fine and coarse fractions of cellular glass beads. For example the aggregate may incorporate other cellu-lar glass beads which do not fall in the specified categories, , - , : : , -- ~077~81 As another example, in a light-weight concrete the aggregate / may incorporate sand in addition to the specified fine and coarse fractions of cellular glass beads. The presence of sand tends to increase the compression resistance of the concrete when set and is therefore a useful addition in cases where very high compression resistance is required and the maximum permissible product density is not very low.
The invention can be employed in the formation of compositions comprising synthetic polymeric material as binder or matrix material. By applying the invention compositions can be prepared which combine to a very advantageous degree, good mechanical strength with good thermally insulating and sound insulating properties. Such compositions are very use-ful, e.q., in making prefabricated panels or other components for use in buildings or other structures or for application to form insulating layers or coatings in situ.
Suitable synthetic polymeric materials for use as binder material include thermoplastic and thermosetting resins.
Examples of particularly satisfactory binder or matrix materials are polyurethane (e.~., reaction product of toluene diisocyanate and hydroxyl terminated propylene adipate), and phenolic (e.q., phenol-formaldehyde), epoxy (e.~., bisphenol A-epichlorhydrin) and polyester (e.q., styrene modified ethylene glycol-diethyl-ene glycol-maleate-phthalate) resins. Other suitable binder or matrix materials include plaster and bitumens.
The glass beads can be beads of natural glass, for example obsidian, basalt, rhyolite or perlite. Preferably however the glass beads are made of manufactured glass, e.~., soda-lime glass or sodium borosilicate glass.
Compositions according to the invention can be set in a mould or trowelled or otherwise spread, e.~., as is done in conventional plastering or when using concrete to form ` 1077181 concrete floors or other structures in situ.
Preparation of Fine Fraction Beads Beads having the characteristics required for the fine fraction beads can be produced, for example, by spraying-drying a feedstock comprising a liquid medium containing glass particles, and if necessary a cellulating agent, thereby to form "green" beads in which glass particles are held together by the binder and which contain a cellulating agent or gas derived therefrom, and then firing such green beads to trans-form them into cellular glass beads. In such a method the size and form of the fired beads are related to the size and form of the green beads resulting from the spray-drying step and can be predetermined within close limits. When preparing cellular glass beads by such a method it is recommended to make up the feedstock, i.e., the slip containing the glass particles, to a viscosity within the range 200 to 10,000 cps.
The liquid medium is preferably water in a proportion of less than 50%, most preferably 20 to 40% by weight based on the total weight of the slip. In the spray-drying step sufficient evaporation of water from the individual drops can then occur in very short heating periods. It is very satisfactory for the glass particles in the slip to be particles of crushed glass in the size range 10 to 250 microns, but this is not critical. The binder may be dissolved in the continuous liquid phase of the medium or in a liquid disperse phase and is pref-erably a substance which becomes chemically integrated with the glass during the firing of the green beads to glass-forming temperature. Sodium silicate is a particularly satisfactory binder. Other categories of binder which can be used include ~, synthetic polymeric substances, e.~., phenolic (e.q., phenol- i formaldehyde) and epoxy (e.~., bisphenol A- epichlorhydrin) resins, polyester (e.a., propylene glycol-adipate-maleate ~77181 modified by styrene) and polyamides (e.q., a copolymer of hexa-methylenediamine-adipic acid and hexamethylenediamine sebacic acid). The cellulating agent may be a gaseous substance or a substance or combination of substances which give rise to the evolution of gas causing cellulation during the spray-drying step or during subsequent firing of the green beads. Examples of suitable cellulating agents are carbonates, e.q., sodium bicarbonate, calcium carbonate, nitrates, e.g., sodium nitrate, urea, and combustible substances such as carbon and sawdust.
In most cases the vaporization of the liquid vehicle of the ini-tial slip will give rise to some cellulating effect and it is possible to rely upon this vehicle as sole cellulating agent.
If the binder is suitably selected, cellulation can be brought about by evolution of gas from thé binder.
The following is an example of such a method of pre-paring beads suitable for forming the fine fraction or part of the fine fraction of the aggregate of a composition according to the invention:
Bead Preparation Method 1 (Fine Fraction):
An aqueous solution of sodium silicate (38 Baumé) was mixed with powdered urea and glass particles in the size range 20-100 microns. The glass particles were particles of an ordinary soda-lime glass having the following composition in percentages by weight: 70.4% SiO2, 12.78% Na2O, 12.14% CaO, 1.77% MgO, 1.92%
A1203, the remainder being impurities. 10.5 litres of sodium silicate solution were used per 20 kg of the glass. The amount of urea was equal to 2% by weight based on the weight of the glass.
Further water was added to adjust the viscosity of the slip to substantially 3000 cps. With the aid of compressed air this slip was sprayed into a drying column containing an ascending stream of hot combustion gases coming from a glass firing furnace, and having on entry into such column a temperature in the range of 200 to 400C. - 8 -",' :' -1~77181 The drops leaving the spray head were of various sizes in the range of 100 to 1000 microns. In the drying column the drops were carried upwardly by the ascending hot gases and water evaporated from the drops so that they became converted into self sustaining beads individually containing glass particles held together by sodium silicate as binder. At the same time some decomposition of the urea took place with the evolution of gases so that some expansion of the green beads took place.
These beads discharged continuously from the top of the drying column and were collected preparatory to their delivery to the glass firing furnace which was maintained at an operating temperature in the range of 800 to 1200C. In this furnace the green beads were carried upwardly by ascending hot gases and the glass grains in the individual green beads softened and sodium silicate became chemically integrated with the glass.
The beads expanded due to further decomposition of the urea and increase of gas pressure within the beads. The green beads fed into the furnace were thus converted into cellular glass beads. These beads were discharged from the top of the furnace and then cooled in a gas stream to below the softening range of the glass before the beads were allowed to come together in bulk. The cooled cellular glass beads were of more or less spherical form and of sizes distributed over the range 150 microns to 2.5 millimetres. The beads were of cellular form and had a bulk density of the order of 250 kg/m3. Most of the beads at the lower end of the size range contained a single large cell, the glass being confined to a thin surface skin. Most of the beads at the upper end of the said size range contained a plurality of large cells. All of the beads had substantially water-impermeable surface skins. The surface skins of most of the beads at the upper end of the size range contained micro-cells. The presence of microcells were less in evidence in the surface skins of the smaller beads. The small hollow beads containing a single large cell and those larger beads which contained a plurality of cells of which at least one had a maximum dimension at least one third of the mesh size of the bead could together be used as the fine fraction beads of a composition according to the invention. By increasing the amount of cellulating agent and/or by increasing the firing temperature above the values given above, the average cell sizes in the larger beads could be increased.
Preparation of Coarse Fraction Beads Beads having the characteristics required for the coarse fraction beads can be produced, for example, by forming nodules of an aqueous pasty medium comprising glass particles and a cellulating agent and subjecting such nodules to heating and subsequent annealing stages. Provided the ingredients of the mixture and the heating and cooling schedule are appro-priate, the nodules become converted to beads of the required structure. The mixture should contain only a small proportion of cellulating agent, preferably less than 5% by weight based on the weight of the glass. During the heating the glass particles cohere and then coalesce, starting at the surface of the nodules. Surface to surface cohesion of such glass particles should occur before evolution of gas from the cellu-lating agent. The nodules must be heated sufficiently to allow expansion of the embryonic beads to take place under the gas pressure but not to such an extent that such beads collapse or that all of the molten glass becomes displaced outwardly to the periphery of the beads.
The following is an example of a method of preparing beads suitable for forming the coarse fraction or part of the coarse fraction of the aggregate of a composition according to the invention:

~Cl 771~1 Bead Preparation Method 2 (Coarse Fraction) Crushed soda-lime glass with a mean grain size of 6 microns and a specific surface of 3500 cm2/g was mixed with crushed limestone having a mean grain size of 4 microns in an amount of 2.25% based on the weight of the glass, plus water in a quantity of approximately 10% by weight based on the aggregate weight of the glass and limestone.
The mixture was thoroughly mixed to form a paste on a tray or disc from which nodules of the paste were discharged and gently distributed as a single nodule layer on a metal screen belt by which the nodules of approximately 5 to 10 mm in size were transported through a tunnel furnace maintained at a temperature of 600 to 650C. The nodules remained in the furnace for about 13 minutes. During an initial period of about 10 minutes the nodules became dried and by that time the nodules had been brought to the furnace temperature. The nodules accordingly remained at that temperature for about 2 to 3 minutes. This was sufficient to cause the glass particles in superficial surface layers of the individual nodules to become sintered together. me quality of this surface sintering is important because it has an important influence on the proper-ties of the final product.
These surface-sintered nodules were fed into a rotary drum furnace maintained at a temperature of 800C. The nodules remained in this furnace for between 3 and 4 minutes. During this period of time the continuous rotation of the drum kept the nodules in mutual rolling contact. The glass particles softened and the limestone decomposed with evolution of C02, causing cellulation. The nodules became converted to cellular glass beads in sizes approximately double the sizes of the initial nodules, the beads being characterised by a foamed glass core structure and an enveloping skin which was non--- 11 -- , -- ~077181 is cellular or only slightly cellulated. These beads were deposited on a metal belt conveyor by which they were transported through an annealing tunnel in which the beads were reduced to annealing temperature (about 500C3 and were kept at that temperature for 10 to 15 minutes. The beads were subsequently rapidly cooled to ambient temperature. The formed beads had a bulk density of between 0.12 and 0.18 g/cm3.
The beads had a very low water permeability as is evident from that fact that after immersion in water at room temperature for a period of 24 hours the beads were found to have absorbed less than 7% by volume of water. The water ; absorption after exposure of the beads for 24 hours in an atmosphere of 99% relative humidity at 20C was less than 0.25%
by weight.
The water absorption tends to be lower for beads having a bulk density at the upper end of the aforesaid bulk density range and can be as low as 3% by volume and less than 0.1% by weight respectively under the specified conditions.
The beads had a crushing strength in excess of 15 kg/cm2 even for the beads having the lowest bulk density.
The manufacture of compositions according to the invention requires merely the thorough mixing of the aggregate with the selected binder or matrix material and water or other liquid vehicle (if required). When making a light weight concrete, it is preferred to mix the cement and the cellu-lated glass beads dry and then to add water and continue mixing until the beads are perfectly enveloped. As an alterna-tive the beads could be added to previously prepared mortar.
A part of a structure formed of a particular compo-sition according to the invention, selected by way of example, I
is represented in the accompanying diagrammatic drawing which will now be referred to.

- lQ77181 The composition forming -the structure comprises a cement matrix or binder 1 in which is distributed a coarse fraction of glass beads such as 2 (above 3 mm in size) and a fine fraction of glass beads such as 3 and 4 which are below 3 mm in size. The coarse fraction beads 2 have a multicellular core enveloped by a substantially non-cellular surface skin which is substantially water-impermeable. The fine fraction beads 3 are hollow beads comprising a shell which is of micro-cellular structure and is also substantially water-impermeable.
The fine fraction beads 4, which are of smaller size than the fine fraction beads 3, are hollow beads having a substantially non-cellular surface skin which is likewise substantially water-impermeable. In the drawing, in order to clarify the illustra-tion, the beads of the different fractions have not been drawn to the same scale.
The present invention also includes, any and all composi-tions within the following definition: A light weight moulded composition, e.~., concrete of plain structure, formed from a binder, water (optional) and coarse and fine aggregates, charac-terised in that the fine aggregates have a granulometry from justabove 0 to 3 (or 4) mm, these aggregates being composed, at least in part, of granules of an expanded product, the granules having very small water absorbency and an apparent volume mass of not more than 350 kg/m3, and in that the coarse aggregates have a granulometry between 3 and 30 mm, these aggregates being com-posed, at least in part, of granules of an expanded product, the granules having small water absorbency and an apparent volume mass of not more than 200 kg/m3. In addition to having such character-istics, the moulded composition is preferably characterised in that the apparent volume mass of the fine aggregates decreases as the diameter of the aggregates increases. The present invention also includes mouldable compositions (e.~., compositions in which cement 1(~771~3~
present as binder, together with water) for moulding into a moulded composition as hereinbefore defined.
Certain specific embodiments of the invention will now be described by way of example.
Example 1 to 4 The following Table I gives the compositions of four different light-weight concrete mixes according to the invention:

Table I
Example Nos:
Inqredients of composition 1 2 3 4 Cellular glass beads (bulk volume in litres):
0 - 3 mm 200 450 350 200 . .
3 - 8 mm 350 - - _ 8 - 16 mm 700 800 900 1070 Water (in litres):

Theoretical amount (water/cement ratio=0.4) 120 140 160 140 Amount in practice (water/cement ratio=0.45)135 157 180 157 Artificial Portland cement 400 (in kg) 300 350 400 350 River sand (in kg) - - - 255 Properties of the product:

Density of the freshly dried composition (kg/m3) 639 692 793 962 Density of dried composition after 28 days (kg/m3) 630 680 782 948 Compression re2sistance after 28 days (kg/cm ) 61 72 85 105 Thermal conductivity (kcal/
m/h/C) 0.12 0.15 0.17 0.22 Compatibility with cement (tested according to ASTM
C 227.71) excellent excellent 1~7'7181 In the above four compositions the cellular glass beads of the fine aggregate fraction (0-3 mm) and of the coarse aggregate fraction (3-16 mm) had the structures required for such fractions by the present invention. All of such beads absorbed less than 6% by weight of water during 2~ hours immersion in water. The beads of the size range 0-3 mm were produced by a method of preparation of fine beads as herein described. They had a bulk density of 250 kg/m3. The beads of the size range 3-8 mm, which had a bulk density of 160 kg/m3, and the beads of the size range 8-16 mm, which had a bulk density of 140 kg/m3, were produced by methods of preparation of coarse fractlon beads as herein described.
Light weight concretes formed from compositions according to the above Examples 1 to 4 show very small shrink-age (little greater than ordinary concrete). They are incombus-tible and remarkably resistant to high temperatures. For example, on heating to 500C the crushing strength of such light-weight concretes decreases by no more than 10%. The corresponding value for ordinary concretes is 60 to 70%.
Light weight concretes according to the invention afford excellent thermal insulation. The following Table II
illust`rates this advantage by comparing a light weight concrete according to the foregoing Example I with other concretes of conventional types. For each concrete the table gives the total wall thickness necessary for obtaining a thermal transfer coefficient of a wall, equal to 0.60 kcal/m2/h/C.

Table II
Total wall Material Density (in kq/m3) thickness (in cm) Conventional concrete 2,200(1) 23 cm(2) Expanded clay concrete 1,300 86 cm Autoclaved cellular concrete(3) 650 22 cm ~ 77181 Table II - continued Material Density (in kq/m3) Total wall thick-ness (in cm) Light-weight concrete 650 17 cm according to Example 1 (1) apparent volume mass of the concrete alone (2) comprising two layers of concrete 10 cm and 8 cm in thickness with an intervening 5 cm space filled with an insulator (3) cellular concrete commercially available under the Trademark SIPROREX, YTONG or DYROX
The composition can comprise, consist essentially of or consist of the materials set forth.
In addition to Portland cement, there can also be employed as the binder other cements, e.~., other hydraulic cements or gypsum cements (plaster).

'~ :, . .

Claims (17)

The embodiments of the invention in which an exclusive property or privilege is claimed are defined as follows:-
1. A composition of matter comprising a cellular aggregate distributed in a hardenable or hardened binder or matrix material, characterised in that the aggregate comprises (1) a fine fraction of cellular glass beads of mesh sizes up to 3 mm, individually containing one or more interior cells with a maximum cross-sec-tional dimension at least 0.3 times the mesh size of the bead and having a non-cellular or micro-cellular surface skin, and (2) a fraction of coarse cellular glass beads of mesh sizes above 3 mm, individually having a multicellular core with a cell population per unit volume substantially higher than the population of said interior cells in said fine fraction beads and likewise having a non-cellular or micro-cellular surface skin.
2. A composition according to Claim 1 wherein the fine and coarse fraction beads both have substantially water-imper-meable surface skins.
3. A composition according to Claim 2 wherein the said coarse fraction beads cover a size range extending up to at least 8 mm.
4. A composition according to Claim 3 wherein the said coarse fraction beads cover a size range extending up to at least 16 mm.
5. A composition according to Claim 3 wherein the fine fraction beads cover a size range extending down to below 1 mm.
6. A composition according to Claim 5 characterised in that the fine fraction beads have a bulk density of not more than 350 kg/m3.
7. A composition according to Claim 6 wherein the fine fraction beads have a bulk density between 250 and 350 kg/m3.
8. A composition according to Claim 7 wherein the coarse fraction beads have a bulk density of not more than 200 kg/m3.
9. A composition according to Claim 8 wherein the coarse fraction beads have a bulk density between 80 and 200 kg/m3.
10. A composition according to Claim 1 wherein the binder or matrix material is Portland cement.
11. A composition according to Claim 10 wherein the volume of the combined fine and coarse fractions of beads is at least 50% of the dry volume of the composition.
12. A composition according to Claim 11 wherein the coarse fraction beads are wholly or predominantly in the size range 8 to 16 mm.
13. A composition according to Claim 12 wherein the coarse fraction beads are classifiable into two sub-fractions, sub-fraction (a) containing beads above 8 mm and sub-fraction (b) containing beads 3 to 8 mm in size, the bulk volume of the sub-fraction (b) beads being less than the bulk volume of the beads of sub-fraction (a) but greater than the bulk volume of the fine fraction beads.
14. A composition according to Claim 12 wherein the ratio between the bulk volumes of the coarse fraction beads and the fine fractions beads is between 6:1 and 1:1.
15. A composition according to Claim 10 wherein the cement also contains sand.
16. A composition according to Claim 1 wherein the binder or matrix material comprises a synthetic polymeric.
17. A composition according to claim 16 wherein the binder or matrix material comprises a polyurethane, a phenol-aldehyde, epoxy or polyester resin.
CA265,486A 1975-11-14 1976-11-12 Composition of matter comprising cellular aggregate distributed in a binder Expired CA1077181A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB47111/75A GB1551015A (en) 1975-11-14 1975-11-14 Moulded products and the manufacture thereof

Publications (1)

Publication Number Publication Date
CA1077181A true CA1077181A (en) 1980-05-06

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CA265,486A Expired CA1077181A (en) 1975-11-14 1976-11-12 Composition of matter comprising cellular aggregate distributed in a binder

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AT (1) AT369350B (en)
BE (1) BE848007A (en)
CA (1) CA1077181A (en)
CH (1) CH619912A5 (en)
DE (1) DE2651699A1 (en)
FR (2) FR2331531A1 (en)
GB (1) GB1551015A (en)
IT (1) IT1125221B (en)
LU (1) LU76168A1 (en)
NL (1) NL7612459A (en)
NO (1) NO144603C (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1597154A (en) * 1977-05-19 1981-09-03 Bfg Glassgroup Glass beads
LU78535A1 (en) * 1977-11-17 1979-06-13 Commissariat Energie Atomique PROCESS FOR MANUFACTURING A COMPOSITE ELEMENT INCLUDING A PLURALITY OF PARTS SOLIDARIZED TO A SUPPORT AND COMPOSITE ELEMENT THUS OBTAINED
FR2474081A1 (en) * 1980-01-23 1981-07-24 Valigiani Marc COMPOSITE CONSTRUCTION MATERIAL
DE3715487A1 (en) * 1987-05-09 1988-11-17 Walter Voest METHOD FOR PRODUCING COMPONENTS
CN1233233A (en) * 1996-10-16 1999-10-27 N·L·T·里德 Compositions for use in concrete and concrete products obtained therefrom
EP1724242A1 (en) * 2005-05-18 2006-11-22 I.C.R.S. Industrial Ceramic Reinforcement Solution S.r.L. Process for making expanded glass products, and the products obtained by means of said process
IT1392201B1 (en) * 2008-12-17 2012-02-22 Gras Calce S P A LIGHTWEIGHT STRUCTURAL CONCRETE BASED ON EXPANDED GLASS
EP3154860B1 (en) 2014-06-11 2021-06-30 Earthstone International, LLC Method of slowing an aircraft overrunning a runway, method of making an arresting system for airports and a runway safety area

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Publication number Priority date Publication date Assignee Title
FR1336418A (en) * 1962-08-16 1963-08-30 Owens Corning Fiberglass Corp Composite product, with cellular structure
DE2120775C2 (en) * 1971-04-28 1979-11-22 Wasag-Chemie Ag, 4300 Essen Construction lightweight concrete
DE2345692B1 (en) * 1973-09-11 1975-03-06 Wasagchemie Ag Structural lightweight concrete of particularly low density

Also Published As

Publication number Publication date
NO144603C (en) 1981-09-30
GB1551015A (en) 1979-08-22
CH619912A5 (en) 1980-10-31
NL7612459A (en) 1977-05-17
FR2331531B1 (en) 1983-10-07
ATA839676A (en) 1982-05-15
FR2336356B1 (en) 1983-11-10
AT369350B (en) 1982-12-27
DE2651699A1 (en) 1977-05-18
FR2336356A1 (en) 1977-07-22
FR2331531A1 (en) 1977-06-10
LU76168A1 (en) 1977-05-18
NO144603B (en) 1981-06-22
NO763759L (en) 1977-05-18
BE848007A (en) 1977-05-05
IT1125221B (en) 1986-05-14

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