WO1982004081A1 - Method for the preparation of a coating of a sport ground,particularly tennis courts - Google Patents
Method for the preparation of a coating of a sport ground,particularly tennis courts Download PDFInfo
- Publication number
- WO1982004081A1 WO1982004081A1 PCT/EP1982/000089 EP8200089W WO8204081A1 WO 1982004081 A1 WO1982004081 A1 WO 1982004081A1 EP 8200089 W EP8200089 W EP 8200089W WO 8204081 A1 WO8204081 A1 WO 8204081A1
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- WO
- WIPO (PCT)
- Prior art keywords
- dry
- layer
- particle mixture
- tile adhesive
- covering
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Ceased
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C13/00—Pavings or foundations specially adapted for playgrounds or sports grounds; Drainage, irrigation or heating of sports grounds
- E01C13/06—Pavings made in situ, e.g. for sand grounds, clay courts E01C13/003
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
- E01C7/12—Mortar-bound paving
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/35—Toppings or surface dressings; Methods of mixing, impregnating, or spreading them
Definitions
- the invention relates to a method according to the preamble of patent claim 1.
- German patent application P 31 11 128.9 dated 2o. March 1981 claims a covering for sports facilities, especially tennis courts, and its manufacture.
- the covering layer of that covering is formed from a setting mass consisting essentially of brick powder, mineral material and inorganic binder.
- That setting mass is a dough-like, aqueous slurry which contains as a binder a tile adhesive, namely a hydraulically hardening thin-bed mortar in accordance with DIN 18 156.
- a dough-like slurry of tile adhesive, brick powder, mineral material, preferably quartz sand is applied to water on a prepared base with an essentially flat surface.
- the covering components are applied in the form of an aqueous slurry to the prepared substructure and set there.
- the finished slurry should have a pulp-like consistency with a relatively low water content, so that a good water permeability of the covering is guaranteed after setting.
- the object of the present invention is to provide a method for producing a covering for sports facilities, in particular tennis courts, which covering has the advantages set out in the German patent application P 31 11 128.9, but in the manufacture of which the preparation and application of an aqueous slurry of Avoid disadvantages associated with covering components.
- the application to the prepared substructure should be facilitated, the water permeability of the finished covering increased and / or mechanical roughening of the surface of the set covering should be avoided.
- Advantageous refinements of the method according to the invention relate to the selection of the tile adhesive, the mineral material, the composition of the dry-mixed particle mixture, the sequence of adding the components during the preparation of the particle mixture, the application of the particle mixture to the substructure surface and preferably repeated spraying of the compressed particle mixture with quite fine water droplets, as indicated in the subclaims.
- a covering for sports facilities, in particular tennis courts which has a top layer containing brick meal on a mostly conventional substructure, for example on a substructure with the typical layer sequence of a tennis surface in accordance with DIN 18 035 sheet 5; in such a case the dry premixed particle mixture is applied to the dynamic layer of such a substructure to form the tennis surface.
- the covering In addition to brick flour, the covering must contain hard, preferably rounded particles of an inert material, for example quartz sand particles.
- the clay minerals in the brick powder obviously also take part in the setting process caused by the tile adhesive.
- the strength of the brick powder layer can be increased considerably, so that greater durability is obtained; on the other hand, the value of the slip behavior, for example determined as static or sliding friction on the surface of the covering under certain loads, can be set within a wide range by specifically selecting the proportions of the covering components.
- the slip behavior of the known brick powder top layer can be largely maintained.
- the slip behavior can be set to specific values for specific requirements.
- given the composition of the cover layer its softness can be influenced by selecting certain layer thicknesses.
- the method according to the invention results in a cover layer of extremely high durability, so that practically no care and / or maintenance work is required even after playing tennis for several hours.
- the top layer proves to be frost-proof, so that no special renovation work is required even after the winter break when used with a winter-proof substructure.
- the covering produced according to the invention proves to be waterproof and is permeable to the required extent; i.e. after a rain, excess water is quickly within a few minutes, through the porous cover layer to the substructure and derived from it. Even in the case of considerable, long-lasting dryness, the surface covering layer particles do not detach, so that no appreciable dust formation occurs.
- the covering produced according to the invention permits largely weather-independent playability without additional measures such as the known removal, rolling and / or watering. Since the formation of bars is reduced considerably, the covering produced according to the invention can also be provided as a floor covering in tennis halls and the like.
- the covering produced according to the invention can be repaired particularly easily since the dry premixed particle mixture is simply applied again to worn areas and is then carefully sprayed with water.
- the newly applied material binds securely to the existing covering material even in a very thin layer thickness without additional measures.
- the method according to the invention is explained in detail below on the basis of the production of a cover layer for tennis courts. Brick powder, tile adhesive and quartz sand are used as essential components for creating such a covering layer.
- brick flour The well-known, commercially available product is used as brick flour, which is widely used to form the top layer in known tennis courts.
- Brick flour of grain size 0/3 is preferably used, i.e. a material whose average particle size should not significantly exceed 3 mm.
- Tile adhesive is also a well-known, commercially available product, which experts call hydraulic thin-bed mortar (cf. DIN 18 156, Parts 1 and 2).
- Such hydraulically hardening thin-bed mortars are powdery mixtures of hydraulic binders, mineral aggregates (usually 0.5 mm grain size) and organic additives.
- tile adhesives which meet the conditions for thin-bed mortar DIN 18 156-M (cf. DIN 18 156, Part 2) are preferably used.
- the dry tile adhesive powder is carefully mixed with other solids in the present case, and the mixture obtained is moistened uniformly with water.
- German Patent 1,158,430 discloses the use of a mortar which dry 24.8 to 89.9% by weight Portland cement, 0.2 to 6.5% by weight methyl cellulose with a viscosity between 10 and 7000 cP, measured in a 2% aqueous solution, and contains about 10 to 75% additives such as sand or ground limestone and about 10 to 40% for use Water are added so that the viscosity of the water phase of the mixture is at least 500 cP, for laying tiles and tiles, whereby the surface to be tiled is covered with a layer of mortar and the tiles are pressed dry into it.
- additives such as sand or ground limestone
- a laying mortar is known from German patent specification 1,646,493 which, in addition to cement and graded sand, contains 0.1 to 1.5% by weight of methyl cellulose and 1.0 to 10% by weight of a copolymer made from 20 to 80% by weight. Contains vinyl chloride and 80 to 20 wt .-% vinyl propionate. In addition, this laying mortar can also contain 5 to 25% by weight of tress.
- German Auslegeschrift 2 146 7o9 describes the use of a mortar mixture for laying tiles and tiles in a thin bed method, consisting of 25 to 85 wt .-% cement, 0.05 to 0.15.
- % By weight of methyl cellulose with a viscosity of 1000 to 3000 cP, measured in a 2% strength aqueous solution, 1.5 to 6% by weight melamine-formaldehyde condensation products containing sulfonic acid groups and a viscosity of 40 to 500 cP, measured in 20% aqueous solution, 0.02 to 0.1% by weight water-soluble, nonionic polyacrylamide, in each case based on the total weight of the dry mixture, the rest being sand and / or ground limestone.
- This mortar mixture can additionally contain 0.5 to 5% by weight of asbestos fibers.
- tile adhesive namely hydraulically hardening thin-bed mortar within the meaning of DIN 18 156, Part 1 and Part 2
- tile adhesives essentially consist of approximately 24.8 to 89.8% by weight of cement, approximately 10 to 75% by weight of aggregates such as sand and / or ground limestone and approximately 0.2 to 6.5% by weight.
- -% methyl cellulose may also optionally contain other components, namely up to 10% by weight of copolymer of vinyl chloride and vinyl propionate, up to 6% by weight of melamine-formaldehyde condensation product, up to 0.1% by weight of polyacrylamide, up to 25% by weight .-% Traß and / or up to 5 wt .-% fibrous material, preferably asbestos.
- Portland cement, Fortland slag cement, lime slag cement, iron ore cement, pozzolana cement and the like are suitable as cement. The following compositions have proven particularly useful for the present purpose:
- quartz sand The product of the "rough" quality level commonly used in the construction industry serves as quartz sand; such quartz sand has an average particle size of up to about 0.7 mm.
- quartz sand is intended to include, in addition to finely ground silicon dioxide, other finely divided, inert minerals, and mixtures of silicon dioxide with such minerals.
- additives can be provided in addition to the specified essential components, such as dyes, fungicidal, bactericidal or herbicidal agents and other known additives.
- the hardness and strength of the cover layer obtained by the process according to the invention, and the slip behavior on the surface of this cover layer can be adjusted to a large extent by appropriate selection of the proportions of the components mentioned.
- the desired slip behavior cannot be achieved without a minimum proportion of quartz sand, especially when it is wet.
- an increase in the proportion of tile adhesive leads to an increase in hardness and an increase in the coefficient of friction of adhesion or sliding friction.
- Such coefficients of friction can be used as a guide for slipping behavior.
- Coefficient of friction tensile force / load determined.
- the coefficient of friction of adhesion refers to the force required to set the test specimen in motion; the coefficient of friction of the sliding friction corresponds to the force required at a speed of 3 cm / sec.
- friction coefficients of adhesion and sliding friction in the range from approximately 2.7 to 3.0 were determined for known brick dust coverings.
- top layer that is particularly suitable as a tennis court covering
- 100 parts by volume of brick flour can be mixed with 10 to 90 parts by volume of quartz sand and 2 to 6 parts by volume of tile adhesive.
- the preparation of the dry-mixed particle mixture 100 parts by volume of brick powder mixed with 20 to 60 parts by volume of quartz sand and 35 to 55 parts by volume of brick powder.
- the composition "Tile Adhesive I” or “Tile Adhesive II” given above was occasionally used as the tile adhesive, without this leading to any noteworthy differences in the properties of the top layer.
- the covering produced according to the invention can be produced in a relatively small layer thickness on the prepared substructure.
- the minimum layer thickness is determined by the intended service life of the covering.
- the minimum layer thickness of the finished, set covering should be 10 mm, but at least 5 mm.
- a maximum layer thickness results from the observation that when the layer thickness of the cover layer increases, its softness increases; the layer thickness should therefore not be more than 30 mm, in particular not more than 35 mm. With thicker layers, crack formation and a decrease in water permeability must also be expected. Layer thicknesses between 15 and 25 mm have proven successful, a layer thickness of approximately 20 mm being particularly preferred.
- the dry premixed particle mixture is applied in the dry state to the prepared substructure, leveled there and compacted.
- the layer thickness decreases, so that the loose, dry particle mixture must be applied in a larger layer thickness in order to obtain a covering with the layer thicknesses specified above after the compression and setting.
- the layer thickness of the loose, loose particle mixture decreases by the compression and setting by about 15 to 20%, so that to ensure the above-mentioned layer thicknesses of the finished covering, the dry, loose particle mixture in a corresponding higher layer thickness must be applied to the prepared substructure.
- the covering is produced according to the method according to the invention on a flat, solid, dry and water-draining surface.
- a flat, solid, dry and water-draining surface can be the naturally present floor or a prepared substructure .
- the layer sequence with filter layer, base layer and dynamic layer according to DIN 18 035, sheet 5, which is typical for tennis surfaces, is suitable as a substructure, the top layer produced according to the invention then serving as the tennis surface.
- page 5 the content, insofar as it is required for further explanation of the substrate, filter layer, base layer and dynamic layer including their materials, grain sizes and requirements, should also be made part of the present documents.
- the covering can be produced on a water-permeable, bituminous or cement-bound base, for example on a base in the form of a known hard court. If a given asphalt or concrete layer is used as a base and the water permeability is insufficient, a number of holes can be drilled through this layer into the water-draining surface.
- the dry premixed particle mixture of the constituents mentioned is applied in a dry form to the essentially flat surface of the prepared substrate or substructure.
- the components can be mixed in conventional devices, for example in rotating drums with drum inserts that promote mixing.
- the brick flour and the quartz sand are first put into the mixing drum or the like. These two components are roughly mixed together by rotating the drum a few times.
- the powdered, dry tile adhesive is then added and distributed uniformly in the other components. When adding the tile adhesive, it is advisable to avoid a local excess of tile adhesive. As far as possible, the tile adhesive should be placed in the rotating mixing drum with the mixture of quartz sand and brick powder. After adding the tile adhesive, mix for 5 minutes to ensure an even distribution.
- the dry-mixed particle mixture obtained is applied in the intended layer thickness to the surface of the substructure, leveled there largely and then compressed in the dry state.
- the compression can be done with different devices.
- the compression should not be carried out too far, since otherwise the moisture does not penetrate sufficiently into the compacted material during subsequent watering.
- Rolling is preferably ended when the layer thickness of the loosely applied and leveled part mixture has decreased by approximately 15 to 20%.
- Spraying should achieve uniform moisture absorption across the entire layer thickness of the compressed layer. For this purpose it is expedient to work with water droplets which are as fine as possible and to avoid a considerable local excess of water. If too much water is applied to the surface of the compacted layer, the setting reaction takes place relatively quickly in the areas of the cover layer near the surface, which prevents moisture from penetrating into deeper areas. This can impair the homogeneity of the covering over its entire layer thickness. Good results were achieved, for example, by spraying the compacted surface with a spray which was as fine as possible until the water stopped briefly on the surface of the layer. This spraying was repeated after a few minutes until the water stopped again briefly on the surface of the layer and then repeated again under these conditions. In a practical experiment, approximately 4 to 6 liters of water were applied per m 2 of an approximately 25 mm thick, compressed layer.
- this layer sets over the entire layer thickness within approx. 12 hours.
- the playability of the course is then given after about 2 to 3 days in dry weather.
- the surface can be sprinkled with very fine brick flour if necessary to accelerate the formation of the slipping behavior typical of conventional brick flour places.
- Rubber can be used as a rubber in a wide variety of sports facilities.
- This surface is particularly suitable and intended for tennis courts. Since there is neither excessive dust formation when used as a tennis court nor the water required for conventional brick flour courts, this surface can also be provided in sports halls.
- Other application examples include hard courts for other ball games, the run-in section of long jump facilities as well as running and sprint tracks.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Adhesives Or Adhesive Processes (AREA)
- Tires In General (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
La couche de recouvrement du revetement consiste en poussiere de briques et en agregats mineraux finement divises, en particulier du sable silicieux grossier, qui sont lies par un mortier hydraulique, tel qu'il est utilise en particulier dans la pose de dalles. Pour la preparation, la poussiere de briques, les agregats mineraux et les composants solides de ce mortier sont melanges a sec et le melange sec est applique sur le fond prepare, est nivele et est comprime, par exemple au moyen de rouleaux. Ensuite, on asperge avec de l'eau pour humidifier uniformement la couche comprimee de melange. Le mortier contient du ciment, du sable et/ou de la roche calcaire, de la methylcellulose et, au choix, du copolymere de chlorure vinylique et de propionate vinylique, du polycondensat de melamineformaldehyde, de l'amide polyacrylique, du trass et/ou un materiau fibreux, de preference de l'amiante.The covering layer of the covering consists of brick dust and finely divided mineral aggregates, in particular coarse silica, which are bound by a hydraulic mortar, as it is used in particular in laying slabs. For the preparation, the brick dust, the mineral aggregates and the solid components of this mortar are dry mixed and the dry mixture is applied to the prepared base, is leveled and is compressed, for example by means of rollers. Then, sprinkle with water to evenly moisten the compressed layer of mixture. The mortar contains cement, sand and / or limestone, methylcellulose and, as desired, the copolymer of vinyl chloride and vinyl propionate, polycondensate of melamineformaldehyde, polyacrylic amide, trass and / or a fibrous material, preferably asbestos.
Description
Verfahren zur Herstellung eines Belags für Sportanlagen, insbesondere Tennisplätze Process for producing a covering for sports facilities, in particular tennis courts
Die Erfindung betrifft ein Verfahren nach dem Oberbegriff des Patentanspruchs 1.The invention relates to a method according to the preamble of patent claim 1.
Die deutsche Patentanmeldung P 31 11 128.9 vom 2o. März 1981 beansprucht einen Belag für Sportanlagen, insbesondere Tennisplätze, und dessen Herstellung. Die Deckschicht jenes Belags wird aus einer abbindenden Masse aus im wesentlichen Ziegelmehl, mineralischem Material und anorganischem Bindemittel gebildet. Jene abbindende Masse ist eine teigartige, wässrige Aufschlämmung, welche als Bindemittel einen Fliesenkleber, nämlich einen hydraulisch erhärtenden Dünnbettmörtel gemäß DIN 18 156 enthält. Entsprechend dem Verfahren zur Herstellung jenes Belags wird auf einem vorbereiteten Unterbau mit im wesentlichen ebener Oberfläche eine teigartige Aufschlämm ung aus Fliesenkleber, Ziegelmehl, mineralischem Material, vorzugsweise Quarzsand, in Wasser aufgebracht.German patent application P 31 11 128.9 dated 2o. March 1981 claims a covering for sports facilities, especially tennis courts, and its manufacture. The covering layer of that covering is formed from a setting mass consisting essentially of brick powder, mineral material and inorganic binder. That setting mass is a dough-like, aqueous slurry which contains as a binder a tile adhesive, namely a hydraulically hardening thin-bed mortar in accordance with DIN 18 156. According to the method for producing that covering, a dough-like slurry of tile adhesive, brick powder, mineral material, preferably quartz sand, is applied to water on a prepared base with an essentially flat surface.
Die Erfindung gemäß jener Patentanmeldung P 31 11 128.9 geht ebenfalls auf den zur vorliegenden Anmeldung benannten Erfinder zurück. Mit der Bezugsnahme auf die Anmeldung P 31 11 128.9 soll deren Inhalt auch zum Bestandteil der vorliegenden Anmeldungsunterlagen gemacht werden, soweit dies zum Verständnis und zur weiteren Erläuterung der vorliegenden Erfindung erforderlich ist. Nach jenem älteren Vorschlag werden die Belagbestandteile in Form einer wässrigen Aufschlämmung auf dem vorbereiteten Unterbau aufgebracht und binden dort ab. Die fertige Aufs chlämmung soll eine breiartige Konsistenz mit verhältnismäßig geringem Wassergehalt aufweisen, damit nach dem Abbinden eine gute Wasserdurchlässigkeit des Belags gewährleistet ist. Die Bereitung einer brauchbaren Aufschlämmung bereitet einige Schwierigkeiten, da beim Kontakt des Fliesenklebers mit feuchtem Ziegelmehl Klumpenbildung auftreten kann, und die hohe Viskosität der sich bildenden Aufschlämmung hohe Schwerkräfte erfordert, um eine gleichmäßige Verteilung aller Komponenten zu erzielen. Beim Transport der vorgefertigten wässrigen Aufs chlämmung auf den vorbereiteten Unterbau besteht die Gefahr, daß die vorher planierte Unterbau-Oberfläche durch Radeindrücke oder dgl. uneben wird. Nach dem Abbinden weist der aus der wässrigen Aufschlämmung gebildete Belag eine glatte, dichte Oberfläche auf, vergleichbar der Oberfläche von abgebundenem Beton, die vor der Benutzung des Belags als Tennisplatz oder dgl. in einem gesonderten Arbeitsgang mechanisch aufgerauht werden muß.The invention according to that patent application P 31 11 128.9 also goes back to the inventor named for the present application. With reference to the application P 31 11 128.9, its content is also to be made part of the present application documents, insofar as this is necessary for understanding and further explaining the present invention. According to that older proposal, the covering components are applied in the form of an aqueous slurry to the prepared substructure and set there. The finished slurry should have a pulp-like consistency with a relatively low water content, so that a good water permeability of the covering is guaranteed after setting. The preparation of a useful slurry presents some difficulties, since lump formation can occur when the tile adhesive comes into contact with moist brick powder, and the high viscosity of the slurry which forms requires high gravitational forces in order to achieve an even distribution of all components. When transporting the prefabricated aqueous slurry onto the prepared substructure, there is a risk that the previously leveled substructure surface will become uneven due to wheel impressions or the like. After setting, the covering formed from the aqueous slurry has a smooth, dense surface, comparable to the surface of set concrete, which must be mechanically roughened in a separate operation before using the covering as a tennis court or the like.
Die Aufgabe der vorliegenden Erfindung besteht darin, ein Verfahren zur Herstellung eines Belags für Sportanlagen, insbesondere Tennisplätze anzugeben, welcher Belag die in der deutschen Patentanmeldung P 31 11 128.9 dargelegten Vorteile aufweist, bei der Herstellung jedoch die mit der Bereitung und Aufbringung einer wässrigen Aufschlämmung der Belagbestandteile verbundenen Nachteile zu vermeiden. Insbesondere soll das Aufbringen auf dem vorbereiteten Unterbau erleichtert, die Wasserdurchlässigkeit des fertigen Belags erhöht und/oder eine mechanische Aufrauhung der Oberfläche des abgebundenen Belags vermieden werden. Ausgehend von einem Verfahren zur Herstellung eines Belags für Sportanlagen, insbesondere Tennisplätze, bei welchem Verfahren auf einem vorbereiteten Unterbau Ziegelmehl, mineralisches Material und Fliesenkleber, nämlich hydraulisch erhärtender Dünnbettπörtel gemäß DIN 18 156 aufgebracht werden, besteht die erfindungsgemäße Lösung obiger Aufgabe darin, daßThe object of the present invention is to provide a method for producing a covering for sports facilities, in particular tennis courts, which covering has the advantages set out in the German patent application P 31 11 128.9, but in the manufacture of which the preparation and application of an aqueous slurry of Avoid disadvantages associated with covering components. In particular, the application to the prepared substructure should be facilitated, the water permeability of the finished covering increased and / or mechanical roughening of the surface of the set covering should be avoided. Starting from a method for producing a covering for sports facilities, in particular tennis courts, in which method brick powder, mineral material and tile adhesive, namely hydraulically hardening thin-bed mortar according to DIN 18 156, are applied to a prepared substructure, the solution of the above object is that
a) Ziegelmehl, mineralisches Material und dieser Fliesenkleber in Form eines trocken-vernischten Teilchengemisches auf dem Unterbau aufgebracht werden; b) das trockene Teilchengenisch dort eben planiert und verdichtet wird; und c) das verdichtete Teilchengemisch mit Wasser besprüht wird, um die Teilchengemisch-Schicht gleichmäßig zu befeuchten.a) Brick powder, mineral material and this tile adhesive are applied to the substructure in the form of a dry-mixed particle mixture; b) the dry particle gene is leveled and compacted there; and c) the compacted particle mixture is sprayed with water to uniformly moisten the particle mixture layer.
Vorteilhafte Ausgestaltungen des erfindungsgemäßen Verfahrens betreffen die Auswahl des Fliesenklebers, des mineralischen Materials, die Zusammensetzung des trocken-vermischten Teilchengemisches, die Abfolge der Zugabe der Komponenten bei der Bereitung des Teilchengemisches, das Aufbringen des Teil chengemisches auf der Unterbau-Oberfläche sowie das vorzugsweise mehrmalige Besprüchen des verdichteten Teilchengemisches mit recht feinen Wassertröpfchen, wie das in den Unteransprüchen angegeben ist.Advantageous refinements of the method according to the invention relate to the selection of the tile adhesive, the mineral material, the composition of the dry-mixed particle mixture, the sequence of adding the components during the preparation of the particle mixture, the application of the particle mixture to the substructure surface and preferably repeated spraying of the compressed particle mixture with quite fine water droplets, as indicated in the subclaims.
Nach dem erfindungs gemäßen Verfahren wird somit ein Belag für Sportanlagen, insbesondere Tennisplätze erhalten, der eine ziegelmehlhaltige Deckschicht auf einem zumeist üblichen Unterbau aufweist, beispielsweise auf einem Unterbau mit der typischen Schichtenfolge einer Tennisfläche gemäß DIN 18 035 Blatt 5; in einem solchen Fall wird das trocken-vorgemischte Teilchengemisch auf der dynamischen Schicht eines solchen Unterbaus zur Bildung des Tennisbelages aufgebracht. Der Belag muß neben Ziegelmehl harte, vorzugsweise abgerundete Teilchen aus einem inerten Material, beispielsweise Quarzsandteilchen, enthalten. Ein weiterer, besonders wichtiger Unterschied zu her kömmlichen Ziegelmehl-Deckschichten ist darin zu sehen, daß nach dem erfindungsgemäßen Verfahren ein "gebundener Belag erhalten wird, wobei als spezielles und zusätzliches Bindemittel Fliesenkleber dient. Überraschenderweise hat sich gezeigt, daß beim Arbeiten nach dem erfindungsgemäßen Verfahren die Bildung einer harten, estrich- oder betonartigen Deckschicht vermieden wird, und stattdessen nach der gezielten Wasserzugabe aus dem trocken-vermischten und verdichteten Teilchengemisch nach Durchführung der Abbinde- Reaktion eine locker gebundene Masse erhalten wird.According to the method according to the invention, a covering for sports facilities, in particular tennis courts, is thus obtained which has a top layer containing brick meal on a mostly conventional substructure, for example on a substructure with the typical layer sequence of a tennis surface in accordance with DIN 18 035 sheet 5; in such a case the dry premixed particle mixture is applied to the dynamic layer of such a substructure to form the tennis surface. In addition to brick flour, the covering must contain hard, preferably rounded particles of an inert material, for example quartz sand particles. A further, particularly important difference to conventional brick meal cover layers can be seen in the fact that a bonded covering is obtained by the process according to the invention, tile adhesive being used as a special and additional binder. Surprisingly, it was found that when working according to the process according to the invention the formation of a hard, screed-like or concrete-like top layer is avoided, and instead, after the targeted addition of water, a loosely bound mass is obtained from the dry-mixed and compressed particle mixture after the setting reaction has been carried out.
Am vom Fliesenkleber verursachten Abbinde-Vorgang beteiligen sich offensichtlich auch die Tonmineralien des Ziegelmehls.The clay minerals in the brick powder obviously also take part in the setting process caused by the tile adhesive.
Entsprechend dem erfindungsgemäßen Verfahren läßt sich einerseits die Festigkeit der Ziegelmehlschicht erheblich steigern, so daß eine größere Strapazierfähigkeit erhalten wird; andererseits kann durch gezielte Auswahl der Mengenanteile der Belagbestandteile der Wert des Rutschverhaltens, beispielsweise bestimmt als Haft- oder Gleitreibung an der Belagoberfläche unter bestimmter Belastung in einem weiten Bereich eingestellt werden. Insbesondere kann trotz der gesteigerten Festigkeit weitgehend das Rutschverhalten der bekannten Ziegelmehl-Deckschicht erhalten werden. Daneben kann das Rutschverhalten auf bestimmte Werte für gezielte Anforderungen eingestellt werden. Schließlich kann bei gegebener Zusammensetzung der Deckschicht deren Weichheit durch Auswahl bestimmter Schichtdicken beeinflußt werden. Das erfindungsgemäße Verfahren ergibt eine Deckschicht von außerordentlich hoher Strapazierfähigkeit, so daß auch nach mehrstündigem Tennisspiel praktisch keine Pflege- und/oder Wartungsarbeiten erforderlich sind. Die Deckschicht erweist sich als frostsicher, so daß in Verwendung mit einem winterfesten Unterbau auch nach der Winterpause keine besonderen Renovierungsarbeiten erforderlich sind.According to the method according to the invention, on the one hand, the strength of the brick powder layer can be increased considerably, so that greater durability is obtained; on the other hand, the value of the slip behavior, for example determined as static or sliding friction on the surface of the covering under certain loads, can be set within a wide range by specifically selecting the proportions of the covering components. In particular, despite the increased strength, the slip behavior of the known brick powder top layer can be largely maintained. In addition, the slip behavior can be set to specific values for specific requirements. Finally, given the composition of the cover layer, its softness can be influenced by selecting certain layer thicknesses. The method according to the invention results in a cover layer of extremely high durability, so that practically no care and / or maintenance work is required even after playing tennis for several hours. The top layer proves to be frost-proof, so that no special renovation work is required even after the winter break when used with a winter-proof substructure.
Oer erfindungsgemäß erzeugte Belag erweist sich als wasserfest und ist in erforderlichen Ausmaß wasserdurchlässig; d.h. nach einem Regenfall werden überschüssige Wassermengen rasch, d.h. innerhalb weniger Minuten, durch die poröse Deckschicht dem Unterbau zugeführt und von diesem abgeleitet. Auch bei erheblicher, langandauernder Trockenheit lösen sich die oberflächigen Deckschichtteilchen nicht ab, so daß keine nennenswerte Staubbildung auftritt. Damit erlaubt der erfindungsgemäß hergestellte Belag ohne zusätzliche Maßnahmen wie das bekannte Abziehen, Walzen und/oder Wässern eine weitgehend wetterunabhängige Bespielbarkeit. Da die Stabbildung ganz erheblich vermindert ist, kann der erfindungsgemäß hergestellte Belag auch als Bodenbelag in Tennishallen und dgl. vorgesehen werden.The covering produced according to the invention proves to be waterproof and is permeable to the required extent; i.e. after a rain, excess water is quickly within a few minutes, through the porous cover layer to the substructure and derived from it. Even in the case of considerable, long-lasting dryness, the surface covering layer particles do not detach, so that no appreciable dust formation occurs. Thus, the covering produced according to the invention permits largely weather-independent playability without additional measures such as the known removal, rolling and / or watering. Since the formation of bars is reduced considerably, the covering produced according to the invention can also be provided as a floor covering in tennis halls and the like.
Schließlich läßt sich der erfindungsgemäß hergestellte Belag besonders leicht ausbessern, da an abgenutzten Stellen einfach erneut das trocken vorgemischte Teilchengemisch aufgebracht wird und daraufhin vorsichtig mit Wasser besprüht wird. Das neu aufgebrachte Material bindet auch in sehr dünner Schichtdicke ohne zusätzliche Maßnahmen sicher mit dem vorhandenen Belagmaterial ab. Nachfolgend wird das erfindungsgemäße Verfahren im einzelnen anhand der Erzeugung einer Deckschicht für Tennisplätze erläutert. Als wesentliche Komponenten zur Erzeugung einer solchen Deckschicht dienen Ziegelmehl, Fliesenkleber und Quarzsand.Finally, the covering produced according to the invention can be repaired particularly easily since the dry premixed particle mixture is simply applied again to worn areas and is then carefully sprayed with water. The newly applied material binds securely to the existing covering material even in a very thin layer thickness without additional measures. The method according to the invention is explained in detail below on the basis of the production of a cover layer for tennis courts. Brick powder, tile adhesive and quartz sand are used as essential components for creating such a covering layer.
Als Ziegelmehl wird das bekannte, handelsübliche Produkt eingesetzt, das in weitem Umfang zur Bildung der Deckschicht bei bekannten Tennisplätzen verwendet wird. Vorzugsweise wird Ziegelmehl der Körnung 0/3 verwendet, d.h. ein Material, dessen mittlere Teilchengröße 3 mm nicht wesentlich überschreiten soll.The well-known, commercially available product is used as brick flour, which is widely used to form the top layer in known tennis courts. Brick flour of grain size 0/3 is preferably used, i.e. a material whose average particle size should not significantly exceed 3 mm.
Fliesenkleber stellt ebenfalls ein bekanntes handelsübliches Produkt dar, das von der Fachwelt als hydraulisch erhärtender Dünnbettmörtel (vgl. DIN 18 156, Teil 1 und 2) bezeichnet wird. Solche hydraulisch erhärtende Dünnbettmörtel sind pulverförmige Gemische aus hydraulischen Bindemitteln, mineralischen Zuschlägen (zumeist 0,5 mm Korngröße) und organischen Zusätzen. Vorzugsweise werden im Rahmen dieser Erfindung solche Fliesenkleber eingesetzt, welche die Bedingungen für Dünnbettmörtel DIN 18 156-M (vgl. DIN 18 156, Teil 2) erfüllen. Abweichend von der üblichen Verarbeitung von Fliesenkleber wird im vorliegenden Falle das trockene Fliesenkleberpulver mit weiteren Feststoffen sorgfältig vermischt, und das erhaltene Gemisch gleichmäßig mit Wasser befeuchtet.Tile adhesive is also a well-known, commercially available product, which experts call hydraulic thin-bed mortar (cf. DIN 18 156, Parts 1 and 2). Such hydraulically hardening thin-bed mortars are powdery mixtures of hydraulic binders, mineral aggregates (usually 0.5 mm grain size) and organic additives. In the context of this invention, tile adhesives which meet the conditions for thin-bed mortar DIN 18 156-M (cf. DIN 18 156, Part 2) are preferably used. Deviating from the usual processing of tile adhesive, the dry tile adhesive powder is carefully mixed with other solids in the present case, and the mixture obtained is moistened uniformly with water.
Die Zusammensetzung solcher Fliesenkleber ist bekannt. Beispielsweise offenbart die deutsche Patentschrift 1 158 430 die Verwendung eines Mörtels, der trocken 24,8 bis 89,9 Gew.-% Portland-Zement, 0,2 bis 6,5 Gew.-% Methylzellulose einer Viskosität zwischen 10 und 7000 cP, gemessen in einer 2%-igen wässrigen Lösung, und etwa 10 bis 75% Zuschläge wie Sand oder gemahlenen Kalkstein enthält und dem zum Gebrauch etwa 10 bis 40% Wasser beigemischt werden, so daß die Viskosität der Wässerphase der Mischung mindestens 500 cP beträgt, zum Verlegen von Fliesen und Kacheln, wobei die zu fliesende Fläche mit einer Mörtelschicht bedeckt und die Fliesen trocken in diese gedrückt werden. Dort, sowie in der US-Patentschrift 2 934 932 sind eine Reihe beispielhafter, für den vorliegenden Zweck brauchbarer Fliesenkleber-Zusammensetzungen angegeben. Aus der deutschen Patentschrift 1 646 493 ist ein Verlegemörtel bekannt, der neben Zement und abgestuftem Sand 0,1 bis 1,5 Gew.-% Methylzellulose und 1,0 bis 10 Gew.-% eines Mischpolymerisates aus 20 bis 8o Gew.-% Vinylchlorid und 80 bis 20 Gew.-% Vinyl propionat enthält. Zusätzlich kann dieser Verlegemörtel noch 5 bis 25 Gew.-% Traß enthalten. Weiterhin beschreibt die deutsche Auslegeschrift 2 146 7o9 die Verwendung einer Mörtelmischung zum Verlegen von Fliesen und Kacheln im Dünnbettveffahren, bestehend aus 25 bis 85 Gew.-% Zement, 0,05 bis 0,15. Gew.-% Methylzellulose einer Viskosität von 1000 bis 3000 cP, gemessen in einer 2-%igen wässrigen Lösung, 1,5 bis 6 Gew.-% Sulfonsäuregruppen enthaltende Melamin-Formalde hyd-Kondensationsprodukte einer Viskosität von 40 bis 500 cP, gemessen in 20-%iger wässriger Lösung, 0,02 bis 0,1 Gew.-% wasserlösliches, nichtionisches Polyacrylamid, jeweils bezogen auf das Gesamtgewicht der trockenen Mischung, Rest Sand und/oder gemahlener Kalkstein. Diese Mörte lmi s chung kann zusätzlich einen Gehalt an 0,5 bis 5 Gew.-% Asbestfasern enthalten.The composition of such tile adhesives is known. For example, German Patent 1,158,430 discloses the use of a mortar which dry 24.8 to 89.9% by weight Portland cement, 0.2 to 6.5% by weight methyl cellulose with a viscosity between 10 and 7000 cP, measured in a 2% aqueous solution, and contains about 10 to 75% additives such as sand or ground limestone and about 10 to 40% for use Water are added so that the viscosity of the water phase of the mixture is at least 500 cP, for laying tiles and tiles, whereby the surface to be tiled is covered with a layer of mortar and the tiles are pressed dry into it. There, as well as in US Pat. No. 2,934,932, a number of exemplary tile adhesive compositions which can be used for the present purpose are given. A laying mortar is known from German patent specification 1,646,493 which, in addition to cement and graded sand, contains 0.1 to 1.5% by weight of methyl cellulose and 1.0 to 10% by weight of a copolymer made from 20 to 80% by weight. Contains vinyl chloride and 80 to 20 wt .-% vinyl propionate. In addition, this laying mortar can also contain 5 to 25% by weight of tress. Furthermore, German Auslegeschrift 2 146 7o9 describes the use of a mortar mixture for laying tiles and tiles in a thin bed method, consisting of 25 to 85 wt .-% cement, 0.05 to 0.15. % By weight of methyl cellulose with a viscosity of 1000 to 3000 cP, measured in a 2% strength aqueous solution, 1.5 to 6% by weight melamine-formaldehyde condensation products containing sulfonic acid groups and a viscosity of 40 to 500 cP, measured in 20% aqueous solution, 0.02 to 0.1% by weight water-soluble, nonionic polyacrylamide, in each case based on the total weight of the dry mixture, the rest being sand and / or ground limestone. This mortar mixture can additionally contain 0.5 to 5% by weight of asbestos fibers.
Mit Bezugnahme auf diese Druckschriften soll deren Inhalt, soweit er die Zusammensetzung von Fliesenkleber, nämlich hydraulisch erhärtendem Dünnbettmörtel im Sinne von DIN 18 156, Teil 1 und Teil 2, betrifft, auch zum Bestandteil der vorliegenden Unterlagen gemacht werden. Ausweislich dieser Druckschriften bestehen solche Fliesenkleber im wesentlichen aus etwa 24,8 bis 89,8 Gew.-% Zement, etwa 10 bis 75 Gew.-% Zuschlägen wie Sand und/oder gemahlenem Kalkstein und etwa 0,2 bis 6,5 Gew.-% Methylzellulose, und können darüberhinaus wahlweise weitere Komponenten enthalten, nämlich bis lo Gew.-% Mischpolymerisat aus Vinylchlorid und Vinylpropionat, bis 6 Gew.-% Melamin-Formaldehyd-Kondensationsprodukt, bis 0,1 Gew.-% Polyacrylamid, bis 25 Gew.-% Traß und/oder bis 5 Gew.-% faseriges Material, vorzugsweise Asbest. Als Zement kommen beispielsweise Portland-Zement, Fortland-Schlacken-Zement, Kalk- Schlacken-Zement, Eisenerz-Zemen , Puzzolan-Zement und dergleichen in Betracht. Für den vorliegenden Zweck besonders bewährt haben sich die nachfolgenden Zusammensetzungen:With reference to these documents, their content, insofar as it relates to the composition of tile adhesive, namely hydraulically hardening thin-bed mortar within the meaning of DIN 18 156, Part 1 and Part 2, is also to be made part of the present documents. According to these publications, such tile adhesives essentially consist of approximately 24.8 to 89.8% by weight of cement, approximately 10 to 75% by weight of aggregates such as sand and / or ground limestone and approximately 0.2 to 6.5% by weight. -% methyl cellulose, and may also optionally contain other components, namely up to 10% by weight of copolymer of vinyl chloride and vinyl propionate, up to 6% by weight of melamine-formaldehyde condensation product, up to 0.1% by weight of polyacrylamide, up to 25% by weight .-% Traß and / or up to 5 wt .-% fibrous material, preferably asbestos. Portland cement, Fortland slag cement, lime slag cement, iron ore cement, pozzolana cement and the like are suitable as cement. The following compositions have proven particularly useful for the present purpose:
Fliesenkleber I mitTile adhesive I with
48,0 Gew.-% Portland-Zement PZ 55 F48.0% by weight of Portland cement PZ 55 F
45,0 Gew.-% gewaschener, feuergetrockneter45.0% by weight of washed, fire-dried
Quarzsand, 0,1 - 0,6 mmQuartz sand, 0.1 - 0.6 mm
4,2 Gew.-% Dispersionspulver Polymerisat auf4.2% by weight of polymer dispersion powder
Basis Vinylchlorid/VinylpropionatBase vinyl chloride / vinyl propionate
2,5 Gew.-% Methylzellulose (Substitutionsgrad)2.5% by weight of methyl cellulose (degree of substitution)
30% Methoxyl; Viskosität 10 000 mPas für eine 2%-ige wässrige Lösung nach Brookfield bei 20οC und 20 UpM)30% methoxyl; Viscosity 10,000 mPas for a 2% aqueous solution according to Brookfield at 20 o C and 20 rpm)
0,3 Gew.-% Calciumoxalat0.3% by weight calcium oxalate
Fliesenkleber II mitTile adhesive II with
47,0 Gew.-% Hochofenzement HOZ 35 L 48,0 Gew.-% gewaschener, feuergetrockneter47.0% by weight blast furnace cement HOZ 35 L 48.0% by weight washed, fire-dried
Quarzsand 0,2 - 0,6 mm 2,5 Gew.-% Methylhydroxyäthylzellulose (Substitutionsgrad 25% Methoxyl, 10% Äthylenglykoläther; Viskosität: 20 000 mPas für eine 2%-ige wässrige Lösung nach Brookfield bei 20οC und 20 UpM)Quartz sand 0.2 - 0.6 mm 2.5% by weight of methylhydroxyethyl cellulose (degree of substitution 25% methoxyl, 10% ethylene glycol ether; viscosity: 20,000 mPas for a 2% aqueous solution according to Brookfield at 20 ° C. and 20 rpm)
2,0 Gew.-% Zellulosefasern, Durchmesser: ca 30 μm, Länge: ca. 300 μm2.0% by weight cellulose fibers, diameter: approx. 30 μm, length: approx. 300 μm
0,5 Gew.-% Calciumchlorid0.5% by weight calcium chloride
Als Quarzsand dient das üblicherweise in der Bauindustrie verwendete Produkt der Qualitätsstufe "grob"; solcher Quarzsand weist eine mittlere Teilchengröße bis etwa 0,7 mm auf. Die Bezeichnung "Quarzsand" soll neben fein gemahlenen Sliliciumdioxid auch andere feinteilige, inerte Mineralstoffe, sowie Gemische aus Siliciumdioxid mit solchen Mineralstoffen einschließen.The product of the "rough" quality level commonly used in the construction industry serves as quartz sand; such quartz sand has an average particle size of up to about 0.7 mm. The term "quartz sand" is intended to include, in addition to finely ground silicon dioxide, other finely divided, inert minerals, and mixtures of silicon dioxide with such minerals.
Sofern das angestrebt wird, können neben den angegebenen wesentlichen Komponenten weitere Zusätze vorgesehen werden, wie etwa Farbstoffe, fungizid, bakterizid oder herbizid wirkende Mittel und andere bekannte Zusätze.If this is desired, other additives can be provided in addition to the specified essential components, such as dyes, fungicidal, bactericidal or herbicidal agents and other known additives.
Die Härte und Festigkeit der nach dem erfindungsgemäßen Verfahren erhaltenen Deckschicht, sowie das Rutschverhalten an der Oberfläche dieser Deckschicht lassen sich in weitem Umfang durch entsprechende Auswahl der Anteile der genannten Komponenten einstellen. Ohne einen Mindestanteil an Quarzsand läßt sich das angestrebte Rutschverhalten nicht verwirklichen, insbesondere bei Nässe. Bei vorgegebenen Anteilen an Ziegelmehl und Quarzsand führt eine Erhöhung des Fliesenkleberanteils zu einer Zunahme der Härte und einer Erhöhung des Reibbeiwertes der Haftung bzw. der Gleitreibung. Solche Reibbeiwerte können als Anhaltspunkt für das Rutschverhalten gewertet werden. Zur Bestimmung dieser Reibbeiwerte wird ein Prüfkörper (10 cm lang, 5 cm breit, 0,5 cm hoch) aus glattem Schuhsohlengummi unter einer Belastung von 150 N mit einer Geschwindigkeit von anfänglich 0 bis schließlich 3 cm/sec über die Prüffläche geführt. Die erforderlichen Zugkräfte werden mit einer Kraftdose gemessen, und der Reibbeiwert entsprechend der Formel:The hardness and strength of the cover layer obtained by the process according to the invention, and the slip behavior on the surface of this cover layer can be adjusted to a large extent by appropriate selection of the proportions of the components mentioned. The desired slip behavior cannot be achieved without a minimum proportion of quartz sand, especially when it is wet. With given proportions of brick powder and quartz sand, an increase in the proportion of tile adhesive leads to an increase in hardness and an increase in the coefficient of friction of adhesion or sliding friction. Such coefficients of friction can be used as a guide for slipping behavior. To determine these coefficients of friction, a test specimen (10 cm long, 5 cm wide, 0.5 cm high) made of smooth shoe sole rubber is passed over the test surface under a load of 150 N at a speed of initially 0 to finally 3 cm / sec. The required tensile forces are measured with a power box, and the coefficient of friction according to the formula:
Reibbeiwert = Zugkraft / Belastung ermittelt. Der Reibbeiwert der Haftung bezieht sich auf die erforderliche Kraft, um den Prüfkörper in Bewegung zu versetzen; der Reibbeiwert der Gleitreibung entspricht der erforderlichen Kraft bei einer Geschwindigkeit von 3 cm/sec. Unter diesen Bedingungen wurden für bekannte Ziegelmehlbeläge Reibbeiwerte der Haftung und der Gleitreibung im Bereich von etwa 2,7 bis 3,0 ermittelt. Durch geeignete Auswahl der Anteile der verschiedenen Komponenten lassen sich auch an den erfindungsgemäß erzeugten Deckschichten Reibbeiwerte in diesem Bereich erzielen. Bei vorgegebenen Anteilen an Ziegelmehl und Fliesenkleber führt eine Erhöhung des Quarzsandanteils zu einer Abnahme dieser Reibbeiwerte, was im Ergebnis das Rutschen auf der Deckschicht-Oberfläche fördert.Coefficient of friction = tensile force / load determined. The coefficient of friction of adhesion refers to the force required to set the test specimen in motion; the coefficient of friction of the sliding friction corresponds to the force required at a speed of 3 cm / sec. Under these conditions, friction coefficients of adhesion and sliding friction in the range from approximately 2.7 to 3.0 were determined for known brick dust coverings. By suitable selection of the proportions of the various components, friction coefficients can also be achieved in this area on the cover layers produced according to the invention. With given proportions of brick powder and tile adhesive, an increase in the quartz sand proportion leads to a decrease in these coefficients of friction, which as a result promotes slipping on the surface of the surface layer.
Zur Bereitung einer insbesondere als Tennisplatzbelag gut geeigneten Deckschicht können loo Vol.-Teile Ziegelmεhl mit lo bis 90 Vol.-Teilen Quarzsand und 2o bis 6o Vol.-Teilen Fliesenkleber vermischt werden. (Das Arbeiten mit Vol.-Teilen hat sich in der Praxis gut bewährt, da hier die Auswirkungen des häufig stark wechselnden und in der Praxis nur schwer überprüfbaren Feuchtigkeitsgehaltes des Ziegelmehls weitgehend ausgeschaltet sind). Vorzugsweise werden zur Bereitung des trocken-vermischten Teilchengemisches 100 Vol.-Teile Ziegelmehl mit 20 bis 60 Vol.-Teilen Quarzsand und 35 bis 55 Vol.-Teilen Ziegelmehl vermischt. Hierbei diente als Fliesenkleber fallweise die oben angegebene Zusammensetzung "Fliesenkleber I" oder "Fliesenkleber II", ohne daß dies zu nennenswerten Unterschieden der Deckschicht-Eigenschaften führte.To prepare a top layer that is particularly suitable as a tennis court covering, 100 parts by volume of brick flour can be mixed with 10 to 90 parts by volume of quartz sand and 2 to 6 parts by volume of tile adhesive. (Working with vol. Parts has proven itself well in practice, since here the effects of the frequently strongly changing and in practice difficult to check moisture content of the brick powder are largely eliminated). Preferably, the preparation of the dry-mixed particle mixture 100 parts by volume of brick powder mixed with 20 to 60 parts by volume of quartz sand and 35 to 55 parts by volume of brick powder. In this case, the composition "Tile Adhesive I" or "Tile Adhesive II" given above was occasionally used as the tile adhesive, without this leading to any noteworthy differences in the properties of the top layer.
Dank der hohen Festigkeit des erfindungsgemäß erzeugten Belags kann dieser in einer relativ geringen Schichtdicke auf dem vorbereiteten Unterbau erzeugt werden. Die Mindestschichtdicke wird durch die vorgesehene Lebensdauer des Belags bestimmt. In dieser Hinsicht soll die Mindestschichtdicke des fertigen, abgebundenen Belags 10 mm, mindestens jedoch 5 mm betragen. Eine maximale Schichtdicke ergibt sich aus der Beobachtung, daß bei einer Erhöhung der Schichtdicke der Deckschicht deren Weichheit zunimmt; die Schichtdicke soll daher nicht mehr als 3o mm, insbesondere nicht mehr als 35 mm betragen. Bei größeren Schichtdicken muß ferner mit Rißbildung und einer Abnahme der Wasserdurchlässigkeit gerechnet werden. Gut bewährt haben sich Schichtdicken zwischen 15 und 25 mm, wobei eine Schichtdicke von ca. 20 mm besonders bevorzugt wird. Beim erfindungsgemäßen Verfahren wird das trocken-vorgemischte Teilchengemisch in trockenem Zustand auf dem vorbereiteten Unterbau aufgebracht, dort eben planiert und verdichtet. Bei der Verdichtung nimmt die Schichtdicke ab, so daß das lockere, trockene Teilchengemisch in einer größeren Schichtdicke aufgebracht werden muß, um nach dem Verdichten und Abbinden einen Belag mit den oben angegebenen Schichtdicken zu erhalten. Im allgemeinen nimmt die Schichtdicke des lockeren, losen Teilchengemisches durch das Verdichten und Abbinden um etwa 15 bis 20% ab, so daß zur Gewährleistung der oben angegebenen Schichtdicken des fertigen Belags das trockene, lose Teilchengemisch in einer entsprechend höheren Schichtdicke auf den vorbereiteten Unterbau aufgebracht werden muß.Thanks to the high strength of the covering produced according to the invention, it can be produced in a relatively small layer thickness on the prepared substructure. The minimum layer thickness is determined by the intended service life of the covering. In this regard, the minimum layer thickness of the finished, set covering should be 10 mm, but at least 5 mm. A maximum layer thickness results from the observation that when the layer thickness of the cover layer increases, its softness increases; the layer thickness should therefore not be more than 30 mm, in particular not more than 35 mm. With thicker layers, crack formation and a decrease in water permeability must also be expected. Layer thicknesses between 15 and 25 mm have proven successful, a layer thickness of approximately 20 mm being particularly preferred. In the process according to the invention, the dry premixed particle mixture is applied in the dry state to the prepared substructure, leveled there and compacted. During the compression, the layer thickness decreases, so that the loose, dry particle mixture must be applied in a larger layer thickness in order to obtain a covering with the layer thicknesses specified above after the compression and setting. In general, the layer thickness of the loose, loose particle mixture decreases by the compression and setting by about 15 to 20%, so that to ensure the above-mentioned layer thicknesses of the finished covering, the dry, loose particle mixture in a corresponding higher layer thickness must be applied to the prepared substructure.
Für viele Anwendungsfälle wird ein zufriedenstellender Belag bereits dann erhalten, wenn der Belag nach dem erfindunsgemäßen Verfahren auf einem ebenen, festen, trockenen und wasserabführenden Untergrund erzeugt wird, Bei einem solchen Untergrund kann es sich um den natürlich anstehenden Boden handeln, oder um einen vorbereiteten Unterbau. Als Unterbau kommt insbesondere die für Tennis flächen typische Schichtenabfolge mit Filterschicht, Tragschicht und dynamischer Schicht gemäß DIN 18 035, Blatt 5, in Betracht, wobei-dann als Tennisbelag die erfindungsgemäß erzeugte Deckschicht dient. Mit Bezugnahme auf DIN 18 035, Blatt 5, soll deren Inhalt, soweit er zur weiteren Erläuterung von Untergrund, Filterschicht, Tragschicht und dynamischer Schicht einschließlich deren Materialien, Korngrößen, und Anforderungen erforderlich ist, auch zum Be standteil der vorliegenden Unterlagen gemacht werden. Weiterhin kann nach dem erfindungsgemäßen Verfahren der Belag auf einer wasserdurchlässigen, bituminösoder zementgebundenen Unterlage erzeugt werden, beispielsweise auf einer Unterlage in Form eines bekannten Hartplatzes. Sofern als Unterlage eine vorgegebene Asphalt- oder Betonschicht dient, und deren Wasserdurchlässigkeit unzureichend ist, kann eine Anzahl Bohrungen durch diese Schicht hindurch bis in den wasserabführenden Untergrund erzeugt werden.For many applications, a satisfactory covering is obtained if the covering is produced according to the method according to the invention on a flat, solid, dry and water-draining surface. Such a surface can be the naturally present floor or a prepared substructure . In particular, the layer sequence with filter layer, base layer and dynamic layer according to DIN 18 035, sheet 5, which is typical for tennis surfaces, is suitable as a substructure, the top layer produced according to the invention then serving as the tennis surface. With reference to DIN 18 035, page 5, the content, insofar as it is required for further explanation of the substrate, filter layer, base layer and dynamic layer including their materials, grain sizes and requirements, should also be made part of the present documents. Furthermore, according to the method according to the invention, the covering can be produced on a water-permeable, bituminous or cement-bound base, for example on a base in the form of a known hard court. If a given asphalt or concrete layer is used as a base and the water permeability is insufficient, a number of holes can be drilled through this layer into the water-draining surface.
Auf der im wesentlichen ebenen Oberfläche des vorbereiteten Untergrundes bzw. Unterbaues wird das trockenvorgemischte Teilchengemisch aus den genannten Bestandteilen in trockener Form aufgebracht. Das Vermischen der Komponenten kann in üblichen Vorrichtungen erfolgen, beispielsweise in rotierenden Trommeln mit die Durchmischung fördernden Trommeleinsätzen. Gut bewährt haben sich beispielsweise die zur Erzeugung von Beton üblichen Vorrichtungen, beispielsweise die bekannten Fahrzeuge zum gleichzeitigen Mischen und Transportieren von gebrauchsfertigem Beton. Vorzugsweise werden zuerst das Ziegelmehl und der Quarzsand in die Mischtrommel oder dgl. gegeben, diese beiden Komponenten grob miteinander vermischt, indem man die Trommel einige Male rotieren läßt. Daraufhin wird der pulverförmige, trockene Fliesenkleber zugesetzt, und einheitlich in den anderen Komponenten verteilt. Bei der Zugabe des Fliesenklebers ist es zweckmäßig, einen örtlichen Flie senkleberüberschuß zu vermeiden. Soweit es möglich ist, soll der Fliesenkleber in die rotierende Mischtrommel zu dem vorgelegten Gemisch aus Quarzsand und Ziegelmehl eingebracht werden. Nach der Zugabe des Fliesenklebers solli-wenigistens 5 min lang gemischt werden, um eine gleichmäßige Verteilung zu gewährleisten.The dry premixed particle mixture of the constituents mentioned is applied in a dry form to the essentially flat surface of the prepared substrate or substructure. The components can be mixed in conventional devices, for example in rotating drums with drum inserts that promote mixing. The devices which are customary for producing concrete, for example the known vehicles for simultaneously mixing and transporting ready-to-use concrete, have proven successful. Preferably, the brick flour and the quartz sand are first put into the mixing drum or the like. These two components are roughly mixed together by rotating the drum a few times. The powdered, dry tile adhesive is then added and distributed uniformly in the other components. When adding the tile adhesive, it is advisable to avoid a local excess of tile adhesive. As far as possible, the tile adhesive should be placed in the rotating mixing drum with the mixture of quartz sand and brick powder. After adding the tile adhesive, mix for 5 minutes to ensure an even distribution.
Das erhaltene trocken-vermischte Teilchengemisch wird in der vorgesehenen Schichtdicke auf der Oberfläche des Unterbaues aufgebracht, dort weitgehend eben planiert und anschließend in trockenem Zustand verdichtet. Das Verdichten kann mit verschiedenen Vorrichtungen erfolgen. Als geeignet hat sich eine von Hand ziehbare Walze erwiesen, wie sie üblicherweise zum Verdichten von Tennisplätzen verwendet wird. Das Verdichten soll nicht zu weit betrieben werden, da ansonsten beim anschließenden Wässern die Feuchtigkeit nur ungenügend in das verdichtete Material eindringt. Vorzugsweise wird das Walzen dann beendet, wenn die Schichtdicke des lose aufgebrachten und eingeebneten Teil chengemisches um etwa 15 bis 20% abgenommen hat.The dry-mixed particle mixture obtained is applied in the intended layer thickness to the surface of the substructure, leveled there largely and then compressed in the dry state. The compression can be done with different devices. A hand-drawn roller, as is usually used for compacting tennis courts, has proven to be suitable. The compression should not be carried out too far, since otherwise the moisture does not penetrate sufficiently into the compacted material during subsequent watering. Rolling is preferably ended when the layer thickness of the loosely applied and leveled part mixture has decreased by approximately 15 to 20%.
Daraufhin wird die immer noch trockene, verdichtete Teil chengemisch-Schicht mit Wasser besprüht. Bei diesemThereupon the still dry, compacted part sprayed with water mixture. With this
Besprühen soll eine gleichmäßige Feuchtigkeitsaufnahme über die gesamte Schichtdicke der verdichteten Schicht hindurch erzielt werden. Zweckmäßigerweise wird hierzu mit möglichst feinen Wassertröpfchen gearbeitet, und ein erheblicher lokaler Wasserüberschuß vermieden. Sofern man auf die Oberfläche der verdichteten Schicht zu viel Wasser aufbringt, erfolgt die Abbindereaktion relativ rasch begrenzt in den oberflächennahen Bereichen der Deckschicht, was das Vordringen der Feuchtigkeit in tiefere Bereiche verhindert. Hierdurch kann die Homogenität des Belags über seine gesamte Schichtdicke hinweg beeinträchtigt werden. Gute Ergebnisse wurden beispielsweise damit erzielt, daß man die verdichtete Oberfläche mit einem möglichst feinen Sprühstrahl solange besprühte, bis das Wasser an der Schichtoberfläche kurz stehen blieb. Dieses Besprühen wurde nach wenigen Minuten wiederholt, bis das Wasser erneut an der Schichtoberfläche kurz stehen blieb, und daraufhin nochmals unter diesen Bedingungen wiederholt. Bei einem praktischen Versuch wurden unter diesen Bedingungen pro m2 einer ca. 25 mm starken, verdichteten Schicht etwa 4 bis 6 1 Wasser aufgebracht.Spraying should achieve uniform moisture absorption across the entire layer thickness of the compressed layer. For this purpose it is expedient to work with water droplets which are as fine as possible and to avoid a considerable local excess of water. If too much water is applied to the surface of the compacted layer, the setting reaction takes place relatively quickly in the areas of the cover layer near the surface, which prevents moisture from penetrating into deeper areas. This can impair the homogeneity of the covering over its entire layer thickness. Good results were achieved, for example, by spraying the compacted surface with a spray which was as fine as possible until the water stopped briefly on the surface of the layer. This spraying was repeated after a few minutes until the water stopped again briefly on the surface of the layer and then repeated again under these conditions. In a practical experiment, approximately 4 to 6 liters of water were applied per m 2 of an approximately 25 mm thick, compressed layer.
Nachdem die verdichtete Teilchenschicht möglichst gleichmäßig befeuchtet worden ist, bindet diese Schicht über die gesamte Schichtdicke innerhalb ca. 12 h ab. Die Bespielbarkeit des Platzes ist dann bei trockenem Wetter nach ca. 2 bis 3 Tagen gegeben. Nach dem Abbinden der Schicht kann die Oberfläche bei Bedarf mit sehr feinem Ziegelmehl eingestreut werden, um die Ausbildung des für herkömmliche Ziegelmehlplätze typischen Rutschverhaltens zu beschleunigen.After the compacted particle layer has been moistened as evenly as possible, this layer sets over the entire layer thickness within approx. 12 hours. The playability of the course is then given after about 2 to 3 days in dry weather. After the layer has set, the surface can be sprinkled with very fine brick flour if necessary to accelerate the formation of the slipping behavior typical of conventional brick flour places.
Der nach dem erfindungsgemäßen Verfahren hergestellte Belag ist als Belag bei den verschiedensten Sportanlagen einsetzbar. Insbesondere ist dieser Belag für Tennisplätze geeignet und bestimmt. Da bei Anwendung als Tennisplatz weder eine übermäßige Staubentwicklung auftritt, noch das bei herkömmlichen Ziegelmehlplätzen erforderliche Wässern nötig ist, kann dieser Belag auch in Sporthallen vorgesehen werden. Weitere Anwendungsbeispiele betreffen u.a. Hartplätze für andere Ballspiele, die Anlaufstrecke von Weitsprunganlagen sowie Lauf- und Sprintbahnen. The one produced by the process according to the invention Rubber can be used as a rubber in a wide variety of sports facilities. This surface is particularly suitable and intended for tennis courts. Since there is neither excessive dust formation when used as a tennis court nor the water required for conventional brick flour courts, this surface can also be provided in sports halls. Other application examples include hard courts for other ball games, the run-in section of long jump facilities as well as running and sprint tracks.
Claims
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DK579882A DK154843C (en) | 1981-05-01 | 1982-12-30 | PROCEDURE FOR PREPARING A COAT FOR USE IN SPORT PLACES, INSIDE TENNIS COURSES |
| FI824514A FI74758C (en) | 1981-05-01 | 1982-12-30 | Procedure for making coating for sports pitches, isynnerh et tennis pitches. |
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6635381A JPS57183341A (en) | 1981-05-01 | 1981-05-01 | Playground surface material and manufacture |
| JP81/66353 | 1981-05-01 | ||
| DE19813137265 DE3137265A1 (en) | 1981-09-18 | 1981-09-18 | Process for producing a covering for sports facilities, in particular tennis courts |
| DE3137265810918 | 1981-09-18 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO1982004081A1 true WO1982004081A1 (en) | 1982-11-25 |
Family
ID=25796159
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/EP1982/000089 Ceased WO1982004081A1 (en) | 1981-05-01 | 1982-04-30 | Method for the preparation of a coating of a sport ground,particularly tennis courts |
Country Status (11)
| Country | Link |
|---|---|
| EP (1) | EP0066099B1 (en) |
| AU (1) | AU548363B2 (en) |
| CA (1) | CA1185999A (en) |
| DE (1) | DE3272112D1 (en) |
| DK (1) | DK154843C (en) |
| ES (1) | ES511843A0 (en) |
| FI (1) | FI74758C (en) |
| GR (1) | GR75436B (en) |
| IE (1) | IE52589B1 (en) |
| NO (1) | NO824388L (en) |
| WO (1) | WO1982004081A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0334229A1 (en) * | 1988-03-22 | 1989-09-27 | OTTO, Werner | Powder mixture for a tennis court top layer, and process for touching up same layer |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ATE147368T1 (en) * | 1990-02-09 | 1997-01-15 | British Tech Group Int | COMPOSITION FOR COATING A SUBSTRATE |
| BR7100271U (en) * | 1991-02-08 | 1992-09-29 | Casa Dos Tenistas Ind E Comerc | NEW FLOOR FOR TENNIS AND SPORTS COURT |
| CN107663048A (en) * | 2017-11-15 | 2018-02-06 | 嘉兴市博宏新型建材有限公司 | A kind of machine spray drying mixed plastering mortar |
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|---|---|---|---|---|
| FR460181A (en) * | 1912-09-28 | 1913-11-25 | Charles Bouhana | New product for the establishment of outdoor play floors, such as tennis, crocket, etc. |
| GB198884A (en) * | 1922-05-12 | 1923-06-14 | Edward Somerfield | Improvements in or relating to the construction or preparation of ground or floor surfaces suitable for hard court tennis, badminton and like games to be played thereon |
| DE441047C (en) * | 1925-07-28 | 1927-02-21 | Carl Becker | Process for the production of a cover for tennis courts |
| DE442257C (en) * | 1925-05-19 | 1927-03-26 | Baerle & Co Chem Fab Van | Process for the production of permanent road constructions from limestone or calcareous cover materials and fillers with water glass |
| DE533045C (en) * | 1928-03-29 | 1931-09-12 | Johannes Gerardus Vos | Water-permeable playground ceiling, especially for tennis courts |
| CH159610A (en) * | 1932-03-05 | 1933-01-31 | Stingl Wenzl | Process for the production of a dust-free, elastic, water-permeable surface material for playgrounds and sports fields. |
| DE574153C (en) * | 1929-11-20 | 1933-04-10 | Carl Becker | Process for the production of a tennis court consisting of two layers |
| US1999130A (en) * | 1932-03-08 | 1935-04-23 | Ernest H Nichols | Tennis court |
| DE630312C (en) * | 1930-08-16 | 1936-05-26 | Straba Strassenbaubedarfs Akt | Process for the production of road surfaces |
| CH186197A (en) * | 1936-06-24 | 1936-09-15 | Haggenmacher Fritz | Process for the production of water-permeable surfaces for tennis, gymnastics and playgrounds. |
| FR1193470A (en) * | 1957-03-26 | 1959-11-03 | Manufacturing process for a traffic area | |
| DE1158430B (en) * | 1958-01-10 | 1963-11-28 | Tile Council Of America | Use of a mortar containing Portland cement, methyl cellulose and aggregates for laying tiles |
| BE699093A (en) * | 1967-05-26 | 1967-11-03 | ||
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| DE1646493B1 (en) * | 1967-11-04 | 1971-01-07 | Dyckerhoff Zementwerke Ag | Laying mortar |
| FR2044667A1 (en) * | 1969-05-30 | 1971-02-26 | Gerland Ste Chimique | Soil surfacing process |
| DE2146709A1 (en) * | 1971-09-18 | 1973-03-22 | Sueddeutsche Kalkstickstoff | MORTAR MIXTURE AND USE FOR LAYING TILES AND TILES |
| EP0036644A1 (en) * | 1980-03-21 | 1981-09-30 | Egon Turba | Surfacing for sports areas, particularly tennis courts, and method of construction |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3111128A1 (en) * | 1980-03-21 | 1982-01-28 | Egon 8122 Penzberg Turba | Recreational surface, in particular for tennis courts, and production thereof |
-
1982
- 1982-04-30 ES ES511843A patent/ES511843A0/en active Granted
- 1982-04-30 GR GR68042A patent/GR75436B/el unknown
- 1982-04-30 DE DE8282103723T patent/DE3272112D1/en not_active Expired
- 1982-04-30 EP EP82103723A patent/EP0066099B1/en not_active Expired
- 1982-04-30 WO PCT/EP1982/000089 patent/WO1982004081A1/en not_active Ceased
- 1982-04-30 CA CA000402020A patent/CA1185999A/en not_active Expired
- 1982-04-30 AU AU83992/82A patent/AU548363B2/en not_active Ceased
- 1982-05-03 IE IE1045/82A patent/IE52589B1/en not_active IP Right Cessation
- 1982-12-27 NO NO824388A patent/NO824388L/en unknown
- 1982-12-30 FI FI824514A patent/FI74758C/en not_active IP Right Cessation
- 1982-12-30 DK DK579882A patent/DK154843C/en not_active IP Right Cessation
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR460181A (en) * | 1912-09-28 | 1913-11-25 | Charles Bouhana | New product for the establishment of outdoor play floors, such as tennis, crocket, etc. |
| GB198884A (en) * | 1922-05-12 | 1923-06-14 | Edward Somerfield | Improvements in or relating to the construction or preparation of ground or floor surfaces suitable for hard court tennis, badminton and like games to be played thereon |
| DE442257C (en) * | 1925-05-19 | 1927-03-26 | Baerle & Co Chem Fab Van | Process for the production of permanent road constructions from limestone or calcareous cover materials and fillers with water glass |
| DE441047C (en) * | 1925-07-28 | 1927-02-21 | Carl Becker | Process for the production of a cover for tennis courts |
| DE533045C (en) * | 1928-03-29 | 1931-09-12 | Johannes Gerardus Vos | Water-permeable playground ceiling, especially for tennis courts |
| DE574153C (en) * | 1929-11-20 | 1933-04-10 | Carl Becker | Process for the production of a tennis court consisting of two layers |
| DE630312C (en) * | 1930-08-16 | 1936-05-26 | Straba Strassenbaubedarfs Akt | Process for the production of road surfaces |
| CH159610A (en) * | 1932-03-05 | 1933-01-31 | Stingl Wenzl | Process for the production of a dust-free, elastic, water-permeable surface material for playgrounds and sports fields. |
| US1999130A (en) * | 1932-03-08 | 1935-04-23 | Ernest H Nichols | Tennis court |
| CH186197A (en) * | 1936-06-24 | 1936-09-15 | Haggenmacher Fritz | Process for the production of water-permeable surfaces for tennis, gymnastics and playgrounds. |
| FR1193470A (en) * | 1957-03-26 | 1959-11-03 | Manufacturing process for a traffic area | |
| DE1158430B (en) * | 1958-01-10 | 1963-11-28 | Tile Council Of America | Use of a mortar containing Portland cement, methyl cellulose and aggregates for laying tiles |
| CH497625A (en) * | 1966-09-14 | 1970-10-15 | Ullrich Fritz | Process for the production of a cementitious screed |
| BE699093A (en) * | 1967-05-26 | 1967-11-03 | ||
| DE1646493B1 (en) * | 1967-11-04 | 1971-01-07 | Dyckerhoff Zementwerke Ag | Laying mortar |
| DE2011146A1 (en) * | 1969-04-30 | 1970-11-12 | Spinoglio, Meritano, Novara (Italien) | Cement-asbestos layer for paving and play- - grounds |
| FR2044667A1 (en) * | 1969-05-30 | 1971-02-26 | Gerland Ste Chimique | Soil surfacing process |
| DE2146709A1 (en) * | 1971-09-18 | 1973-03-22 | Sueddeutsche Kalkstickstoff | MORTAR MIXTURE AND USE FOR LAYING TILES AND TILES |
| EP0036644A1 (en) * | 1980-03-21 | 1981-09-30 | Egon Turba | Surfacing for sports areas, particularly tennis courts, and method of construction |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0334229A1 (en) * | 1988-03-22 | 1989-09-27 | OTTO, Werner | Powder mixture for a tennis court top layer, and process for touching up same layer |
Also Published As
| Publication number | Publication date |
|---|---|
| DK579882A (en) | 1982-12-30 |
| FI74758C (en) | 1988-03-10 |
| CA1185999A (en) | 1985-04-23 |
| FI74758B (en) | 1987-11-30 |
| ES8403180A1 (en) | 1984-03-01 |
| EP0066099A1 (en) | 1982-12-08 |
| NO824388L (en) | 1982-12-27 |
| FI824514A0 (en) | 1982-12-30 |
| DK154843C (en) | 1989-07-10 |
| FI824514L (en) | 1982-12-30 |
| IE821045L (en) | 1982-11-01 |
| DK154843B (en) | 1988-12-27 |
| IE52589B1 (en) | 1987-12-23 |
| AU8399282A (en) | 1982-11-24 |
| ES511843A0 (en) | 1984-03-01 |
| AU548363B2 (en) | 1985-12-05 |
| EP0066099B1 (en) | 1986-07-23 |
| GR75436B (en) | 1984-07-17 |
| DE3272112D1 (en) | 1986-08-28 |
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