DK154843B - PROCEDURE FOR PREPARING A COAT FOR USE IN SPORT PLACES, INSIDE TENNIS COURSES - Google Patents
PROCEDURE FOR PREPARING A COAT FOR USE IN SPORT PLACES, INSIDE TENNIS COURSES Download PDFInfo
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- DK154843B DK154843B DK579882A DK579882A DK154843B DK 154843 B DK154843 B DK 154843B DK 579882 A DK579882 A DK 579882A DK 579882 A DK579882 A DK 579882A DK 154843 B DK154843 B DK 154843B
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- brick dust
- coating
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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
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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)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Tires In General (AREA)
Description
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Den foreliggende opfindelse angår en fremgangsmåde til fremstilling af en belægning af den i kravets indledning angivne art til brug på sportspladser, især tennisbaner.The present invention relates to a method of producing a coating of the kind specified in the preamble of the claim for use in sports fields, especially tennis courts.
Tysk patentansøgning nr. P 31 11 128.9 angår en overflade-3 belægning til brug i sportscentre, i særdeleshed tennis baner, og en fremgangsmåde til fremstilling af en sådan belægning. Det øverste lag af den omhandlede overflade er dannet af en afbindende masse, der i det væsentlige består af teglstøv, et mineralsk materiale og et uorganisk bin-10 demiddel. Den afbindende masse er en dejagtig, vandig opslæmning, der som bindemiddel indeholder et teglbinde-middel, dvs. en hydraulisk hærdende tynd mørtel ifølge de i Tyskland gældende normer DIN 18 156. I overensstemmelse med fremgangsmåden til fremstilling af den nævnte 15 overflade påfører man en dejagtig opslæmning bestående af teglbindemidlet, teglstøv og mineralsk materiale, fortrinsvis kvartssand, i vand på et frembragt fundament med en i det væsentlige plan overflade.German Patent Application No. P 31 11 128.9 relates to a surface-3 coating for use in sports centers, in particular tennis courts, and a method for making such a coating. The upper layer of the present surface is formed of a bonding mass consisting essentially of brick dust, a mineral material and an inorganic binder. The bonding mass is a doughy aqueous slurry which contains as a binder a tile binder, ie. a hydraulic hardening thin mortar according to German standards DIN 18 156. In accordance with the process for making said surface 15, a doughy slurry consisting of the tile binder, tile dust and mineral material, preferably quartz sand, is applied in water on a formed foundation with a substantially planar surface.
Ifølge den ovennævnte tyske patentansøgning anbringes 20 overfladekomponenterne i form af en vandig opslæmning på det fremstillede fundament, hvor opslæmningen hærdes.According to the aforementioned German patent application, the 20 surface components are applied in the form of an aqueous slurry to the manufactured foundation on which the slurry is cured.
Den fremstillede opslæmning bør have en grødlignende konsistens med et relativt lille vandindhold, således at man sikrer, at overfladen efter hærdningen er gen-25 nemtrængelig for vand. Fremstillingen af en brugbar opslæmning involverer visse vanskeligheder, eftersom kontakten imellem bindemidlet og det fugtige teglstøv kan medføre dannelse af klumper, og den høje viskositet af den dannede opslæmning kræver store 30 kræfter til opnåelse af en ensartet blanding af alle komponenterne. Når den fremstillede vandige opslæmning transporteres til det frembragte fundament, er der fare for, at den på forhånd planerede overflade af fundamentet bringes ud af plan på grund af hjultryk eller 2The slurry prepared should have a porridge-like consistency with a relatively low water content, so as to ensure that the surface after curing is permeable to water. The preparation of a usable slurry involves some difficulties, as the contact between the binder and the moist brick dust can cause clump formation, and the high viscosity of the slurry formed requires great effort to achieve uniform mixing of all the components. When the prepared aqueous slurry is transported to the produced foundation, there is a danger that the pre-planned surface of the foundation will be dislodged due to wheel pressure or 2
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lignende belastninger. Efter afbindingen har laget, som er frembragt af den vandige opslæmning, en glat og tæt overflade, som kan sammenlignes med overfladen- af hærdet beton. Denne overflade må ad mekanisk vej gøres ru i et 5 særligt operationstrin, inden overfladen kan anvendes som belægning på tennisbaner.similar loads. Following the bonding, the layer formed by the aqueous slurry has a smooth and dense surface comparable to the surface of hardened concrete. This surface must be mechanically roughened in a special operation step before the surface can be used as a coating on tennis courts.
Det er formålet med den foreliggende opfindelse at tilvejebringe en fremgangsmåde til fremstilling af en overfladebelægning til brug i sportscentre, i særdeleshed 10 tennisbaner, hvilken overfladebelægning besidder de for dele, som er beskrevet i den ovennævnte tyske patentansøgning nr. P 31 11 128.9, samtidig med, at man undgår de ulemper, som er forbundet med fremstillingen og påføringen af en vandig opslæmning af overfladens kompo-15 nenter. Man opnår med den foreliggende opfindelse at lette påføringen af belægningen på det frembragte fundament, at forøge vandgennemtrængeligheden af den færdige overflade og/eller at eliminere behovet for at gøre overfladen ru ad mekanisk vej efter hærdningen.It is the object of the present invention to provide a method of producing a surface coating for use in sports centers, in particular 10 tennis courts, which has the surface coating of the parts disclosed in the above-mentioned German patent application No. P 31 11 128.9 at the same time as avoiding the disadvantages associated with the preparation and application of an aqueous slurry of the surface components. The present invention provides for facilitating the application of the coating to the produced foundation, to increase the water permeability of the finished surface and / or to eliminate the need to roughen the surface mechanically after curing.
20 For at opnå dette er fremgangsmåden ifølge opfindelsen ejendommelig ved, at: a) underlaget påføres teglstøv, mineralsk materiale og bindemiddel i form af en tør blanding; b) den tørre blanding planeres, glattes og sammenpresses, 25 og c) den sammenpressede blanding sprøjtes med vand, indtil der er opnået en ensartet befugtning af laget.In order to achieve this, the process according to the invention is characterized in that: a) the substrate is applied to brick dust, mineral material and binder in the form of a dry mixture; b) the dry mixture is planed, smoothed and compressed, 25 and c) the compressed mixture is sprayed with water until uniform wetting of the layer is achieved.
Udover teglstøv skal overfladen indeholde hårde, fortrinsvis afrundede partikler af et inert materiale, ek-30 sempelvis partikler af kvartssand. En anden og særligt 3In addition to brick dust, the surface must contain hard, preferably rounded particles of an inert material, for example particles of quartz sand. Another and especially 3
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væsentlig forskel fra de konventionelle teglstøv-hol-dige dæklag består i, at man ved fremgangsmåden ifølge opfindelsen opnår et "bundet" lag, hvori fliseklæ-bemidlet tjener som et specialiseret ekstra bindemiddel.A significant difference from the conventional brick dust-containing cover layers is that in the process according to the invention a "bonded" layer is obtained, in which the tile adhesive serves as a specialized extra binder.
5 Det har overraskende vist sig, at man ved gennemførelse af fremgangsmåden ifølge opfindelsen undgår, at der dannes hårde, brolægnings-lignende eller beton-lignende dæklag, idet man i stedet, efter den ovennævnte tilsætning af vand, opnår en løst bundet masse ud fra den sam-10 menpressede tilslagsblanding, efter at hærdningsreaktio nen har fundet sted. Det synes klart, at teglstøvets lermineraler deltager i den afbindingsproces, som frembringes af fliseklæbemidlet.Surprisingly, it has been found that in carrying out the process according to the invention, hard, paving-like or concrete-like covering layers are avoided, and, after the above-mentioned addition of water, a loosely bonded mass is obtained from the compressed aggregate mixture after the curing reaction has taken place. It is clear that the clay dust of the brick dust participates in the bonding process produced by the tile adhesive.
Ved fremgangsmåden ifølge opfindelsen kan man på den ene 15 side forøge kompaktheden af teglstøvlaget væsentligt, således at man opnår en større slidstyrke, mens man på den anden side kan justere belægningens skridningskarakteristika (eksempelvis bestemt som den statiske eller glidende friktion af overfladen under en specifik belast-20 ning) over et stort interval ved et omhyggeligt valg af mængderne af de komponenter, der indgår i overfladelaget. På trods af den forøgede styrke er det muligt i vidt omfang at opretholde de skridningsforhold, som kendetegner de kendte overfladelag af teglstøv. Disse 25 skridningskarakteristika kan endvidere indstilles til bestemte værdier i overensstemmelse med de valgte krav.In the method according to the invention, on the one hand, the compactness of the brick dust layer can be significantly increased, so as to obtain a greater abrasion resistance, while on the other hand the sliding characteristics of the coating can be adjusted (for example, as the static or sliding friction of the surface under a specific load -20 ning) over a wide range by carefully selecting the quantities of the components contained in the surface layer. Despite the increased strength, it is possible to maintain to a large extent the slip conditions which characterize the known surface layers of brick dust. These 25 slip characteristics can also be set to certain values according to the selected requirements.
Endelig kan man, ved at udvælge bestemte tykkelser, påvirke graden af blødhed af overlaget for en given sammensætning.Finally, by selecting specific thicknesses, the degree of softness of the overlay for a given composition can be affected.
30 Med fremgangsmåden ifølge opfindelsen tilvejebringes et overfladelag med en usædvanlig høj slidstyrke, som er væsentligt bedre end slidstyrken af en sædvanlig sandbane. Overfladelaget er frostbestandigt, således at 4The method of the invention provides a surface layer with an exceptionally high abrasion resistance which is substantially better than the abrasion resistance of an ordinary sand web. The surface layer is frost resistant so that 4
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der, når overfladelaget kombineres med et vinterbestandigt fundament, ikke kræves noget specielt renoveringsarbejde efter vinterpausen.where, when combined with a winter-resistant foundation, no special renovation work is required after the winter break.
Overfladelaget fremstillet ved fremgangsmåden ifølge 5 opfindelsen har vist sig at være modstandsdygtigt over for vand, samtidig med, at det er gennemtrængeligt for vand i et omfang, der mindst svarer til gennemtrængelighed-en hos sædvanlige sandbaner. Efter et regnskyl vil de overskydende vandmængder således hurtigt, dvs. i løbet 10 af nogle af få minutter, ledes igennem det porøse overfladelag og ned til fundamentet, som derefter fører vandet væk. Selv under betydelige og vedvarende tørke-perioder løsner overfladelagets partikler sig ikke, hvilket sikrer, at der ikke optræder nogen væsentlig støv-15 dannelse. På denne måde tillader overfladebelægningen fremstillet ifølge opfindelsen, at sportspladsen kan benyttes stort set uafhængigt af vejret, uden at der kræves yderligere foranstaltninger, såsom den kendte fejning, tromling og/eller vanding. Eftersom støvdannelsen 20 således er reduceret i betragtelig grad, kan overflade belægningen fremstillet ifølge opfindelsen også anvendes som gulvbelægning på indendørs tennisbaner.The surface layer produced by the method of the invention has been found to be water resistant while being permeable to water at least equal to the permeability of conventional sand webs. Thus, after a rainfall, the excess water will quickly, ie. over 10 of a few minutes, it passes through the porous surface layer and down to the foundation, which then carries the water away. Even during significant and sustained periods of drought, the surface layer particles do not loosen, ensuring that no significant dust formation occurs. In this way, the surface coating made according to the invention allows the sports ground to be used largely independently of the weather without requiring further measures such as the known sweeping, drumming and / or watering. Thus, since dust formation 20 is substantially reduced, the surface coating made according to the invention can also be used as flooring on indoor tennis courts.
Endelig er det meget let at reparere over fladelaget fremstillet ved fremgangsmåden ifølge opfindelsen, idet man 25 simpelthen påfører nye mængder af den tørre tilslagsblan ding på de slidte områder, hvorefter man omhyggeligt sprøjter disse områder med vand. Det nyligt påførte materiale vil derved afbinde og fastklæbe til det eksisterende overflademateriale, selv i meget tynde lag, uden at det 30 er nødvendigt at anvende yderligere foranstaltninger.Finally, it is very easy to repair over the surface layer made by the method of the invention, simply applying new amounts of the dry aggregate mixture to the worn areas, and then carefully spraying these areas with water. The newly applied material will thereby bond and adhere to the existing surface material, even in very thin layers, without the need for additional measures.
Fremgangsmåden ifølge opfindelsen beskrives i det følgende i nærmere detaljer i relation til fremstillingen af et overfladelag til tennisbaner. De betydende kom- 5The method according to the invention is described below in more detail in relation to the preparation of a surface layer for tennis courts. The significant com- 5
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ponenter til fremstilling af et sådant overfladelag er teglstøv, fliseklæbemiddel og kvartssand.components for making such a surface layer are brick dust, tile adhesive and quartz sand.
Det anvendte teglstøv er et velkendt, kommercielt tilgængeligt produkt, som i vid udstrækning anvendes til 5 fremstilling af overfladelag til kendte tennisbaner.The tile dust used is a well-known, commercially available product widely used in the manufacture of surface layers for known tennis courts.
Fortrinsvis anvendes et teglstøv med en granulometri på 0/3, dvs. et materiale, hvis gennemsnitlige partikel-diameter ikke væsentligt overstiger 3 mm.Preferably, a brick dust with a granulometry of 0/3 is used, i.e. a material whose average particle diameter does not substantially exceed 3 mm.
Fliseklæbemidlet er også et kendt og kommercielt til-10 gængeligt produkt, som i handelen betegnes som en hydraulisk afbindende tynd mørtel (se normen DIN 18 156, del 1 og 2). Hydraulisk hærdende tynde mørtelmaterialer af denne type er pulverformige blandinger af hydrauliske bindemidler, mineralske additiver (hvis partikelstør-15 relse ikke overskrider 0,5 mm) og organiske additiver.The tile adhesive is also a known and commercially available product, which is commercially referred to as a hydraulically bonding thin mortar (see standard DIN 18 156, parts 1 and 2). Hydraulic hardening thin mortar materials of this type are powdery mixtures of hydraulic binders, mineral additives (whose particle size does not exceed 0.5 mm) and organic additives.
Man anvender fortrinsvis sådanne fliseklæbemidler, som tilfredsstiller de krav til tynd mørtel, der fremgår af normen DIN 18 156-M (i sammenligning med DIN 18 156, del 2). Til forskel fra denne almindelige oparbejdning 20 af fliseklæbemidlet foretager man i det foreliggende tilfælde en omhyggelig opblanding af det tørre binde-middelpulver med de andre faste substanser, hvorefter man befugter den opnåede blanding ensartet med vand.Preferably, such tile adhesives are used which satisfy the requirements for thin mortar set forth in standard DIN 18 156-M (as compared to DIN 18 156, part 2). In contrast to this ordinary work-up of the tile adhesive, a careful mixing of the dry binder powder with the other solids is carried out in the present case, after which the obtained mixture is uniformly wetted with water.
Sammensætningen af sådanne fliseklæbemidler er velkendt.The composition of such tile adhesives is well known.
25 Sådanne fliseklæbemidler består i det væsentlige af omkring 24,8 - 89,8 vægt-ft cement, omkring 10 - 75 vægt-* additiver såsom sand og/eller formalet kalksten og omkring 0,2 - 6,5 vægt-/°a' methylcellulose, og de kan desuden indeholde andre udvalgte komponenter, nærmere bestemt 30 op til 10 vægt-Si af et blandingspolymerisat af vinylchlorid og vinylpropionat, op til 6 vægt-?o'af et melamin-formaldehyd-kondensationsprodukt, op til 0,1 vægt-% polyacrylamid,Such tile adhesives consist essentially of about 24.8 - 89.8 wt. Of cement, about 10 - 75 wt. Additives such as sand and / or ground limestone, and about 0.2 - 6.5 wt. methyl cellulose, and they may additionally contain other selected components, in particular 30 up to 10 wt. Si of a vinyl chloride and vinyl propionate blend polymer, up to 6 wt. of a melamine-formaldehyde condensation product, up to 0.1. wt% polyacrylamide,
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6 op til 25 vægt-“0 af et mineralsk materiale i form af vulkansk tufsten og/eller op til 5 vægt-K fibrøst materiale, fortrinsvis asbest. Som eksempler på cement kan nævnes følgende cementtyper: Portland-cement, Port-5 land-slaggecement, kalksten-slaggecement, jernmalm- cement og puzzolan-cement. Til det foreliggende formål har de følgende sammensætninger vist sig at være særligt egnede:6 up to 25 wt.% Of a mineral material in the form of volcanic tufts and / or up to 5 wt. K fibrous material, preferably asbestos. Examples of cement include the following types of cement: Portland cement, Port-5 land slag cement, limestone slag cement, iron ore cement and puzzolan cement. For the present purpose, the following compositions have been found to be particularly suitable:
Fliseklæbemiddel I medTile Adhesive I with
48.0 vægt-?i Portland-cement PZ 55 F48.0 weight in Portland cement PZ 55 F
10 45,0 vægt-Si . vasket,, flammetørret kvartssand 0,1 - 0,6 mm 4,2 vægt-% dispergerbart pulveriseret polymeri sat på basis af vinylchlorid/vinyl-propionat vægt-?o methylcellulose (substitutionsgrad 30?i methoxylj viskositet 10 000 mPa for en 2¾ vandig opløsning ifølge Brookfield ved 20 °C og 20 omdrej-ninger/minut) 20 0,3 vægt-% calciumoxalat45.0 wt-Si. washed, flame-dried quartz sand 0.1 - 0.6 mm 4.2% by weight dispersible powdered polymer based on vinyl chloride / vinyl propionate weight o methylcellulose (degree of substitution 30 ° in methoxyl viscosity 10,000 mPa for a 2¾ aqueous solution according to Brookfield at 20 ° C and 20 rpm 20 wt% calcium oxalate
Fliseklæbemiddel II med 47.0 vægt-?0 Højovncement 48.0 vægt-?0 vasket flammetørret kvartssand . . P ,.2 0,6 mm 2,5 vægt-?0 methylhydroxyethylcellulose (sub- ^ stitutionsgrad 25¾ methoxyl. 10¾ ethylenglycolether; viskositet: 20· ΟΟΌ mPa for en 2¾ vandig opløsning ifølge Brookfield ved 20 °C og 20 omdrejninger/minut) 30 2,0 vægt-?i cellulosefibre, diameter: ca. 30 ^um, længde: ca. 300 ^um 0,5 vægt-?i calciumchlorid 7Tile adhesive II with 47.0 wt .- 0 Blast furnace 48.0 wt .- 0 washed flame-dried quartz sand. . P .2 0.6 mm 2.5 wt.% Methyl hydroxyethyl cellulose (degree of substitution 25¾ methoxyl. 10¾ ethylene glycol ether; viscosity: 20 · ΟΟΌ mPa for a 2¾ aqueous solution according to Brookfield at 20 ° C and 20 rpm) 2.0 weight in cellulose fibers, diameter: approx. 30 µm, length: approx. 300 µm 0.5 weight in calcium chloride 7
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Det anvendte kvartssand er af den type, som almindeligvis anvendes i bygningsindustrien med kvalitetsbetegnelsen "groft"; dette kvartssand har en gennemsnitlig partikelstørrelse på op til 0,7 mm. Ud over fint forma-5 let siliciumdioxid omfatter betegnelsen "kvartssand" andre finkornede, inerte mineralsubstanser såvelsom blandinger af siliciumdioxid med sådanne mineralsubstanser.The quartz sand used is of the type commonly used in the building industry with the quality designation "rough"; this quartz sand has an average particle size of up to 0.7 mm. In addition to finely formulated silica, the term "quartz sand" includes other fine-grained, inert mineral substances as well as mixtures of silica with such mineral substances.
Ud over de angivne væsentlige komponenter kan man anvende 10 additiver såsom farvestoffer, fungicide midler, baktericide midler eller herbicide midler samt andre kendte additiver.In addition to the essential components indicated, 10 additives such as dyes, fungicides, bactericidal or herbicidal agents and other known additives can be used.
Hårdheden og styrken af overfladebelægningen opnået ved fremgangsmåden ifølge opfindelsen, såvel som skridnings-forholdene i overfladen af belægningen, kan justeres in-15 den for vide grænser ved passende valg af mængderne af de indgående komponenter. De ønskede skridningsforhold kan ikke opnås uden tilstedeværelse af en minimal mængde kvartssand, specielt under våde betingelser. Med de foreskrevne mængder af teglstøv og kvartssand vil en for-20 øgelse af mængden af fliseklæbemiddel føre til en forøgel se af hårdheden og en forhøjelse af koefficienterne for den statiske friktion og skridningsfriktionen. Disse friktionskoefficienter kan anvendes som et kriterium for skridningsforholdene. Til bestemmelse af disse 25 friktionskoefficienter anvender man et testemne (læng de 10 cm, bredde 5 cm, tykkelse 0,5 cm) af glat gummi til skosåler, og dette emne føres henover overflader, som skal afprøves, under en belastning på 150 N med en hastighed, som begynder ved 0 og når op til 3 cm/sek. De 30 nødvendige trækkræfter måles med et dynamometer, og frik tionskoefficienten bestemmes ved hjælp af formlen: . . i_ T rækkraf tThe hardness and strength of the surface coating obtained by the method of the invention, as well as the slip conditions in the surface of the coating, can be adjusted within wide limits by appropriate selection of the amounts of the constituent components. The desired slip conditions cannot be achieved without the presence of a minimal amount of quartz sand, especially under wet conditions. With the prescribed amounts of brick dust and quartz sand, an increase in the amount of tile adhesive will lead to an increase in the hardness and an increase in the coefficients for the static friction and the friction friction. These coefficients of friction can be used as a criterion for the slip conditions. To determine these 25 coefficients of friction, a test blank (length 10 cm, width 5 cm, thickness 0.5 cm) of smooth rubber for shoe soles is used, and this blank is passed over surfaces to be tested under a load of 150 N with a speed that starts at 0 and reaches up to 3 cm / sec. The 30 required tensile forces are measured with a dynamometer and the coefficient of friction is determined by the formula:. . i_ T row power t
Friktionskoefficient = --r—;Coefficient of friction = --r—;
Belastning.Load.
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Koefficienten for den statiske friktion står i relation til den kraft, som er nødvendig for at sætte testemnet i bevægelse. Koefficienten for skridningsfriktionen svarer til den nødvendige kraft ved en hastighed på 3 cm/ 5 sek. Under disse betingelser bestemtes friktionskoeffi cienterne (statisk friktion og skridningsfriktion) for kendte teglstøvoverflader til at være omkring 2,7 - 3,0. Friktionskoefficienter i dette område kan også opnås 10 for overfladebelægninger fremstillet ved fremgangsmåden ifølge opfindelsen ved passende valg af mængderne af de forskellige komponenter. Med de foreskrevne mængder af teglstøv og fliseklæbemiddel vil en forøgelse af mængden af kvartssand føre til en formindskelse af disse 15 friktionskoefficienter, hvilket vil forøge skridningen på overfladen.The coefficient of static friction is related to the force needed to move the test piece. The coefficient of the slip friction corresponds to the required force at a speed of 3 cm / 5 sec. Under these conditions, the coefficients of friction (static and slip friction) of known brick dust surfaces were determined to be about 2.7 - 3.0. Friction coefficients in this range can also be obtained for surface coatings made by the method of the invention by appropriately selecting the amounts of the various components. With the prescribed amounts of brick dust and tile adhesive, an increase in the amount of quartz sand will lead to a reduction of these 15 coefficients of friction, which will increase the slip on the surface.
Til fremstilling af en overfladebelægning, der specielt egner sig til brug på en tennisbane, kan man blande 100 volumendele teglstøv med 10 - 90 volumendele kvarts-20 sand og 20 - 60 volumendele fliseklæbemiddel (det har i praksis vist sig hensigtsmæssigt at arbejde med volumendele, idet virkningerne af det ofte meget varierende fugtighedsindhold i teglstøvet, som i praksis er vanskeligt at bestemme, i vid udstrækning elimi-25 neres). Til fremstilling af en tør blanding blander man fortrinsvis 100 volumendele teglstøv med 20 - 60 volumendele kvartssand og 35 - 55 volumendele fliseklæbemiddel. Det i dette tilfælde anvendte fliseklæbemiddel har den sammensætning, der er anført oven for som "flise-30 klæbemiddel I” eller "fliseklæbemiddel II", og dette fører ikke til nogen nævneværdig forskelle i overfladelagets egenskaber.In order to produce a surface coating especially suitable for use on a tennis court, one can mix 100 parts by volume of brick dust with 10 - 90 parts by volume of quartz-20 sand and 20 - 60 parts by volume of tile adhesive (in practice it has proved appropriate to work with parts by volume, since the effects of the often varying moisture content of the brick dust, which in practice is difficult to determine, are largely eliminated). To prepare a dry mixture, preferably 100 parts by volume of brick dust is mixed with 20 - 60 parts by volume of quartz sand and 35 - 55 parts by volume of tile adhesive. The tile adhesive used in this case has the composition listed above as "tile adhesive I" or "tile adhesive II" and this does not lead to any appreciable differences in the properties of the surface layer.
Den minimale lagtykkelse af den færdige og hærdede overflade bør være 10 mm, eller i det mindste 5 mm. En 35 maksimal værdi for tykkelsen af overfladelaget fremtræder 9The minimum layer thickness of the finished and cured surface should be 10 mm, or at least 5 mm. A maximum value for the thickness of the surface layer appears 9
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ud fra den betragtning, at overfladelaget bliver blødere, når tykkelsen forøges. Af denne årsag bør tykkelsen af laget ikke overstige 30 mm, og laget bør under ingen omstændigheder være mere end 35 mm tykt. Med højere 5 lagtykkelser må man forvente, at der er mulighed for revnedannelser, og at der kan ske en reduktion af vand-gennemtrængeligheden. Lagtykkelser på mellem 15 og 25 mm har vist sig at være velegnede, og en lagtykkelse på omkring 20 mm er særligt foretrukken. Ved fremgangs-10 måden ifølge opfindelsen påføres den i forvejen fremstil lede blanding i tør tilstand på det frembragte underlag, hvorefter blandingen udglattes og sammepresses.considering that the surface layer becomes softer as the thickness increases. For this reason, the thickness of the layer should not exceed 30 mm, and the layer should under no circumstances be more than 35 mm thick. With higher 5 layer thicknesses, one must expect the possibility of cracking and a reduction of water permeability. Layer thicknesses of between 15 and 25 mm have been found to be suitable and a layer thickness of about 20 mm is particularly preferred. In the method according to the invention, the pre-prepared mixture is applied in a dry state to the produced substrate, after which the mixture is smoothed and compressed.
Ved sammenpresningen sker en reduktion af lagets tykkelse, hvilket indebærer, at det løse tørre tilslag må 15 påføres med en større lagtykkelse med henblik på at tilvejebringe en overflade med de ovenfor specificerede lagtykkelser efter sammenpresning og hærdning. Generelt sker der en formindskelse af tykkelsen af det løse ubundne lag af størrelsesordenen 15 - 20% som følge af sammen-20 ' presningen og hærdningen, således at den tørre løse blan ding må påføres underlaget i et tilsvarende tykkere lag til opnåelse af de ovennævnte lagtykkelser i den færdige overflade.In compression, the thickness of the layer is reduced, which means that the loose dry aggregate must be applied with a greater layer thickness in order to provide a surface of the layer thicknesses specified above after compression and curing. In general, the thickness of the loose unbonded layer is of the order of 15-20% due to the compression and curing, so that the dry loose mixture must be applied to the substrate in a correspondingly thicker layer to obtain the above layer thicknesses. in the finished surface.
Til mange anvendelsesområder kan man opnå et tilfredsstil-25 lende overfladelag, hvis man tilvejebringer overfladebe lægningen fremstillet ifølge opfindelsen på et plant, fast, tørt og vandafledende underlag. Et sådant underlag kan være selve den tilgængelige jordbund, eller det kan fremstilles specielt. Den typiske lagsekvens for 30 tennisbaner, som består af et filterlag, et bærerlag og et dynamisk lag i overensstemmelse med DIN-normen 18 035 side 5, anses for særdeles velegnet som underlag, og belægningen fremstillet ved fremgangsmåden ifølge opfindelsen tjener derpå som afslut tende overflade.For many applications, a satisfactory surface layer can be obtained if the surface coating made according to the invention is provided on a flat, solid, dry and water-derived substrate. Such a substrate may be the available soil itself, or it may be specially made. The typical layer sequence for 30 tennis courts, consisting of a filter layer, a carrier layer and a dynamic layer in accordance with DIN standard 18 035 page 5, is considered particularly suitable as a substrate, and the coating produced by the method according to the invention then serves as a final surface. .
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IDID
Endvidere gør fremgangsmåden ifølge opfindelsen det muligt at fremstille overfladebelægningen oven på en vandgennemtrængelig, bituminøs eller cementbundet basis, f. eks. på en basis i form af en kendt hård bane. Hvis 5 en given asfalt- eller betonbelægning skal tjene som basis og vandgennemtrængeligheden af denne basis ikke er tilstrækkelig, kan man bore et antal huller igennem denne underbelægning og ned i den vandabsorberende underliggende jord.Furthermore, the method according to the invention makes it possible to prepare the surface coating on top of a water-permeable, bituminous or cement bonded base, for example on a base in the form of a known hard web. If a given asphalt or concrete pavement is to serve as a base and the water permeability of that base is insufficient, a number of holes can be drilled through this sub-pavement and into the water-absorbing underlying soil.
10 Den tørre blanding fremstillet ud fra de ovennævnte te komponenter anbringes i tør tilstand på den i det væsentlige plane over flade af jordbunden eller det frembragte fundament. Blandingen af bestanddele foregår på konventionel måde.The dry mixture prepared from the aforementioned tea components is placed in the dry state on the substantially plane surface of the soil or the foundation produced. The mixing of ingredients takes place in a conventional manner.
15 Den resulterende tørre blanding påføres overfladen af underlaget i den foreskrevne lagtykkelse, hvorefter den bringes i niveau og sammenpresses i tør tilstand. Sammenpresningen kan gennemføres ved hjælp af forskellige apparater. En tromle, der trækkes manuelt, og 20 som almindeligvis anvendes til planering af tennisba ner, har vist sig velegnet. Sammenpresningen bør ikke gennemføres i et for stort omfang, idet dette vil medføre, at der ved den efterfølgende vanding vil ske en utilfredsstillende indtrængning af fugtighed i det sam-25 menpressede materiale. Fortrinsvis afsluttes tromlingen, når tykkelsen af det løst påførte og planerede lag er reduceret med omkring 15 - 20¾.The resulting dry mixture is applied to the surface of the substrate in the prescribed layer thickness, after which it is leveled and compressed in the dry state. The compression can be carried out with the aid of various devices. A manually drawn drum and 20 commonly used for the planning of tennis courts has proved suitable. The compression should not be carried out to an excessive extent as this will result in unsatisfactory moisture penetration into the compressed material upon subsequent irrigation. Preferably, the drum is terminated when the thickness of the loosely applied and leveled layer is reduced by about 15 - 20¾.
Det påførte sammenpressede lag, som stadig er tørt, underkastes derefter en sprøjtning med vand. Under udfø-30 reisen af sprøjtningen bør man sikre en ensartet fugtig- hedsabsorption igennem den samlede tykkelse af laget af det sammenpressede materiale. Det er en fordel at gennemføre vandingen med så fine vanddråber som muligt og 11The applied compressed layer, which is still dry, is then subjected to a spray with water. During the application of the spraying, uniform moisture absorption should be ensured throughout the total thickness of the layer of the compressed material. It is advantageous to perform the irrigation with as fine water drops as possible and 11
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at undgå væsentlige lokale overskud af vand. Hvis overfladen af det sammenpressede lag påføres for meget vand, vil hærdningsreaktionen foregå·relativt hurtigt i de områder af laget, som ligger nær overfladen, 5 og dette modvirker, at fugtigheden kan trænge ned i de dybereliggende lag. På denne måde risikerer man, at overfladens homogenitet over den samlede tykkelse forringes.to avoid significant local excess water. If the surface of the compressed layer is applied to too much water, the curing reaction will take place relatively quickly in the areas of the layer which are close to the surface, 5 which prevents the moisture from penetrating into the deeper layers. In this way, there is a risk that the surface homogeneity over the total thickness will be reduced.
Gode resultater opnås eksempelvis ved at sprøjte den sammenpressede overflade så fint som muligt, indtil vandet 10 forbliver kortvarigt på overfladen, inden det absor beres. Denne sprøjtning gentages efter få minutters forløb, indtil vandet på ny forbliver kortvarigt på . · . overfladen, og denne procedure gentages endnu en gang.For example, good results are obtained by spraying the compressed surface as finely as possible until the water 10 remains briefly on the surface before absorbing. This spray is repeated after a few minutes, until the water remains briefly on. ·. surface, and this procedure is repeated again.
I et praktisk forsøg udført under disse betingelser 15 med et sammenpresset lag, hvis tykkelse var 25 mm, på- 2 førtes omkring 4-6 liter vand pr. m .In a practical experiment carried out under these conditions 15 with a compressed layer, the thickness of which was 25 mm, about 4 to 6 liters of water was applied. m.
Efter at det sammenpressede lag er befugtet så ensartet som muligt, hærder laget over den samlede lagtykkelse i løbet af omkring 12 timer. Banen kan benyttes til 20 tennisspil efter omkring 2-3 dages forløb i tørt vejr. Efter afbindingen af laget kan overfladen om nødvendigt påføres et lag af meget fint teglstøv med henblik på at fremskynde fremkomsten af de typiske skridnings-forhold, som kendetegner konventionelle teglstøvsbaner.After the compressed layer is wetted as uniformly as possible, the layer cures over the total layer thickness over about 12 hours. The course can be used for 20 tennis games after about 2-3 days in dry weather. After bonding the layer, the surface may, if necessary, be applied to a layer of very fine brick dust to accelerate the appearance of the typical slip conditions which characterize conventional brick dust webs.
25 Overfladebelægningen fremstillet ved fremgangsmåden iføl ge opfindelsen kan anvendes på en lang række forskellige sportspladser. Den omhandlede overfladebelægning er specielt velegnet og beregnet til brug på tennisbaner. Når overfladebelægningen anvendes som 30 tennisbane, sker der ikke nogen unødig udvikling af støv, og banen skal heller ikke vandes, sådan som det almindeligvis er nødvendigt ved konventionelle teglstøvsbaner, og derfor kan den omhandlede overfladebelægning også anvendes på indendørs sportsarealer. Blandt • t 12The surface coating prepared by the method of the invention can be applied to a wide variety of sports pitches. The surface coating in question is particularly suitable and intended for use on tennis courts. When the surface coating is used as a tennis court, there is no unnecessary development of dust, nor should the water be irrigated, as is usually the case with conventional brick dust courts, and therefore, the surface coating in question can also be used on indoor sports grounds. Among • t 12
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de andre anvendelsesmuligheder kan nævnes hårde baner til andre boldspil, længdespringsbaner og baner til løb og sprint.The other applications include hard courses for other ball games, long jump courses and courses for running and sprinting.
Claims (1)
Applications Claiming Priority (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6635381A JPS57183341A (en) | 1981-05-01 | 1981-05-01 | Playground surface material and manufacture |
JP6635381 | 1981-05-01 | ||
DE19813137265 DE3137265A1 (en) | 1981-09-18 | 1981-09-18 | Process for producing a covering for sports facilities, in particular tennis courts |
DE3137265 | 1981-09-18 | ||
EP8200089 | 1982-04-30 | ||
PCT/EP1982/000089 WO1982004081A1 (en) | 1981-05-01 | 1982-04-30 | Method for the preparation of a coating of a sport ground,particularly tennis courts |
Publications (3)
Publication Number | Publication Date |
---|---|
DK579882A DK579882A (en) | 1982-12-30 |
DK154843B true DK154843B (en) | 1988-12-27 |
DK154843C DK154843C (en) | 1989-07-10 |
Family
ID=25796159
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DK579882A DK154843C (en) | 1981-05-01 | 1982-12-30 | PROCEDURE FOR PREPARING A COAT FOR USE IN SPORT PLACES, INSIDE TENNIS COURSES |
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) | ES8403180A1 (en) |
FI (1) | FI74758C (en) |
GR (1) | GR75436B (en) |
IE (1) | IE52589B1 (en) |
NO (1) | NO824388L (en) |
WO (1) | WO1982004081A1 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3809581A1 (en) * | 1988-03-22 | 1989-10-12 | Werner Otto | POWDER MIXTURE FOR A TENNIS COURSE SURFACE AND METHOD FOR REPAIRING THE SURFACE |
CA2075628A1 (en) * | 1990-02-09 | 1991-08-10 | Derek Davies | Composition for covering 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 |
Family Cites Families (20)
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 |
DE1671142C3 (en) * | 1966-09-14 | 1974-02-21 | Fa. Fritz Ullrich, 7101 Abstatt | Method of making 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 |
DE3111128A1 (en) * | 1980-03-21 | 1982-01-28 | Egon 8122 Penzberg Turba | Recreational surface, in particular for tennis courts, and production thereof |
ES8500370A1 (en) * | 1980-03-21 | 1984-10-01 | Weigl Georg | Surfacing for sports areas, particularly tennis courts, and method of construction. |
-
1982
- 1982-04-30 AU AU83992/82A patent/AU548363B2/en not_active Ceased
- 1982-04-30 WO PCT/EP1982/000089 patent/WO1982004081A1/en active IP Right Grant
- 1982-04-30 DE DE8282103723T patent/DE3272112D1/en not_active Expired
- 1982-04-30 GR GR68042A patent/GR75436B/el unknown
- 1982-04-30 CA CA000402020A patent/CA1185999A/en not_active Expired
- 1982-04-30 EP EP82103723A patent/EP0066099B1/en not_active Expired
- 1982-04-30 ES ES511843A patent/ES8403180A1/en not_active Expired
- 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 DK DK579882A patent/DK154843C/en not_active IP Right Cessation
- 1982-12-30 FI FI824514A patent/FI74758C/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
EP0066099B1 (en) | 1986-07-23 |
FI74758B (en) | 1987-11-30 |
NO824388L (en) | 1982-12-27 |
DK154843C (en) | 1989-07-10 |
CA1185999A (en) | 1985-04-23 |
FI74758C (en) | 1988-03-10 |
AU8399282A (en) | 1982-11-24 |
DK579882A (en) | 1982-12-30 |
DE3272112D1 (en) | 1986-08-28 |
EP0066099A1 (en) | 1982-12-08 |
GR75436B (en) | 1984-07-17 |
ES511843A0 (en) | 1984-03-01 |
ES8403180A1 (en) | 1984-03-01 |
IE52589B1 (en) | 1987-12-23 |
IE821045L (en) | 1982-11-01 |
FI824514A0 (en) | 1982-12-30 |
WO1982004081A1 (en) | 1982-11-25 |
FI824514L (en) | 1982-12-30 |
AU548363B2 (en) | 1985-12-05 |
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