CH480505A - Anti-ice and anti-snow coating for roads, bridges, and other traffic routes - Google Patents
Anti-ice and anti-snow coating for roads, bridges, and other traffic routesInfo
- Publication number
- CH480505A CH480505A CH1331167A CH1331167A CH480505A CH 480505 A CH480505 A CH 480505A CH 1331167 A CH1331167 A CH 1331167A CH 1331167 A CH1331167 A CH 1331167A CH 480505 A CH480505 A CH 480505A
- Authority
- CH
- Switzerland
- Prior art keywords
- ice
- water
- bridges
- snow
- coating
- Prior art date
Links
- 239000011248 coating agent Substances 0.000 title claims description 10
- 238000000576 coating method Methods 0.000 title claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 21
- 238000006243 chemical reaction Methods 0.000 claims description 7
- 239000011230 binding agent Substances 0.000 claims description 6
- 230000008014 freezing Effects 0.000 claims description 6
- 238000007710 freezing Methods 0.000 claims description 6
- 150000003839 salts Chemical class 0.000 claims description 4
- 239000000126 substance Substances 0.000 description 7
- FAPWRFPIFSIZLT-UHFFFAOYSA-M Sodium chloride Chemical compound [Na+].[Cl-] FAPWRFPIFSIZLT-UHFFFAOYSA-M 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 4
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 description 3
- 238000005299 abrasion Methods 0.000 description 3
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 description 2
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 2
- 239000001110 calcium chloride Substances 0.000 description 2
- 229910001628 calcium chloride Inorganic materials 0.000 description 2
- 239000003822 epoxy resin Substances 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
- 229920000647 polyepoxide Polymers 0.000 description 2
- 239000011780 sodium chloride Substances 0.000 description 2
- JKFYKCYQEWQPTM-UHFFFAOYSA-N 2-azaniumyl-2-(4-fluorophenyl)acetate Chemical compound OC(=O)C(N)C1=CC=C(F)C=C1 JKFYKCYQEWQPTM-UHFFFAOYSA-N 0.000 description 1
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 1
- 229910021612 Silver iodide Inorganic materials 0.000 description 1
- 239000000292 calcium oxide Substances 0.000 description 1
- 235000012255 calcium oxide Nutrition 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000013078 crystal Substances 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000004927 fusion Effects 0.000 description 1
- LNEPOXFFQSENCJ-UHFFFAOYSA-N haloperidol Chemical compound C1CC(O)(C=2C=CC(Cl)=CC=2)CCN1CCCC(=O)C1=CC=C(F)C=C1 LNEPOXFFQSENCJ-UHFFFAOYSA-N 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000009533 lab test Methods 0.000 description 1
- 239000011777 magnesium Substances 0.000 description 1
- 229910052749 magnesium Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 229920001225 polyester resin Polymers 0.000 description 1
- 239000004645 polyester resin Substances 0.000 description 1
- 238000006116 polymerization reaction Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 229940045105 silver iodide Drugs 0.000 description 1
- 235000011121 sodium hydroxide Nutrition 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 238000010257 thawing Methods 0.000 description 1
Classifications
-
- 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
- E01C11/00—Details of pavings
- E01C11/24—Methods or arrangements for preventing slipperiness or protecting against influences of the weather
- E01C11/26—Permanently installed heating or blowing devices ; Mounting thereof
-
- 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
- E01C11/00—Details of pavings
- E01C11/24—Methods or arrangements for preventing slipperiness or protecting against influences of the weather
-
- 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
- E01C11/00—Details of pavings
- E01C11/24—Methods or arrangements for preventing slipperiness or protecting against influences of the weather
- E01C11/245—Methods or arrangements for preventing slipperiness or protecting against influences of the weather for preventing ice formation or for loosening ice, e.g. special additives to the paving material, resilient coatings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01H—STREET CLEANING; CLEANING OF PERMANENT WAYS; CLEANING BEACHES; DISPERSING OR PREVENTING FOG IN GENERAL CLEANING STREET OR RAILWAY FURNITURE OR TUNNEL WALLS
- E01H10/00—Improving gripping of ice-bound or other slippery traffic surfaces, e.g. using gritting or thawing materials ; Roadside storage of gritting or solid thawing materials; Permanently installed devices for applying gritting or thawing materials; Mobile apparatus specially adapted for treating wintry roads by applying liquid, semi-liquid or granular materials
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Materials Applied To Surfaces To Minimize Adherence Of Mist Or Water (AREA)
- Road Paving Structures (AREA)
Description
Enduit anti-verglas et anti-neige pour routes, ponts, <B>et autres voies de circulation</B> La présente invention a pour objet un enduit per mettant d'éliminer le verglas et la neige recouvrant une chaussée.
On sait le danger que représente en hiver la présence inattendue de verglas ou de neige glacée sur une chaus sée, en particulier sur les ponts, où la formation du ver glas est favorisée.
On connaît plusieurs façons d'empêcher la formation de glace ou d'éliminer la neige et la glace déjà déposées. Outre les moyens purement mécaniques (chasse- neige), on distingue -.- des moyens chimiques (sels NaCI, CaCI), qui abaissent le point de congélation de l'eau ;
- des moyens générateurs de chaleur (câbles ou fils chauffants, noyés dans la masse du revêtement ou en surface, conduites distribuant sur la chaussée un fluide transporteur de chaleur), qui obtiennent la fusion de -la neige ou de la glace par apport des calories nécessaires.
Les moyens purement mécaniques n'enlèvent pas la dernière pellicule de neige ou de glace.
Les moyens chimiques sont en général corrosifs et par conséquent destructeurs et ruineux pour la chaussée; ils sont d'autre part rapidement éliminés par la circula tion et doivent être renouvelés fréquemment.
Les moyens générateurs de chaleur sont d'une ins tallation et d'une exploitation coûteuses; certains mê me ne peuvent être installés sans nécessiter de refaire complètement la chaussée.
La présente invention a pour but d'obvier à ces in convénients.
Elle consiste en un enduit antiverglas et antineige à appliquer sur une chaussée, caractérisé par sa constitu tion comprenant dans un liant étanche à l'eau et à la vapeur d'eau, un agrégat constitué de sels fortement hygroscopiques abaissant le point de congélation de l'eau et/ou de produits provoquant une réaction exothermique au contact de l'eau. L'enduit est donc composé de deux groupes distincts 1) le liant 2) l'agrégat.
1) Le liant peut être fait de résines synthétiques réa gissant par polyaddition ou polymérisation, telles que les résines époxydes ou polyesters, munies le cas échéant de pigments colorés.<B>Il</B> peut également être constitué par d'autres matières, toutefois il est important qu'il soit parfaitement étanche à l'eau et à la vapeur d'eau.
D'excellents résultats ont été obtenus en particulier avec des résines époxydes, lors d'essais de laboratoire portant sur - la résistance de l'enduit à la traction et à la com pression ; - sa résistance à l'abrasion ; - son comportement lors d'essais cycliques de gel et de dégel; - son étanchéité à l'eau ; - son adhérence sur une chaussée.
2) L'agrégat est constitué par des produits chimiques, en général fortement hygroscopiques, tels que le chlo rure de calcium, le chlorure de sodium, l'iodure d'argent, par exemple. On utilisera de préférence le chlorure de calcium, très fortement hygroscopique et d'un coût peu élevé; en outre, il a l'avantage d'abaisser fortement le point de congélation de l'eau.
A ces sels fortement hygroscopiques seront d'ordi naire mélangés des produits chimiques présentant la caractéristique qu'au contact de l'humidité, une réac tion exothermique se produit. On peut donc utiliser de la chaux vive, dont la réaction est forte et rapide, en y adjoignant par exemple du magnésium en poudre ou en cristaux, dont la réaction est plus lente, ou de la soude caustique.
Dans l'enduit ainsi préparé, chaque molécule ou groupe de molécules du mélange des différents produits chimiques constituant l'agrégat seront enveloppés par le liant imperméable à. l'humidité. L'enduit se présentera ainsi sous la forme d'une très grande quantité de cavités contenant l'agrégat, collées les unes aux autres par le liant, mais sans communication entre elles.
Ainsi lors du passage d'un véhicule ou d'un piéton sur la chaussée ainsi revêtue et par le frottement des pneus ou des semelles sur l'enduit, une grande quantité de cavités seront ouvertes et livreront passage à l'humi dité, qui, entrant en contact avec les différents produits chimiques composant l'agrégat, provoquera les réactions chimiques désirées, à savoir un dégagement de calories, empêchant la formation ou provoquant la, fusion du ver glas et/ou l'abaissement du point de congélation de l'eau, empêchant une nouvelle formation de verglas.
Si une chute de neige intervient, cette eau saturée de sels fera fondre les flocons au fur et à mesure qu'ils tomberont sur la chaussée.
Plus le trafic est intense, plus la réaction est forte et prolongée, puisqu'une plus grande quantité de produits chimiques- est- L'enduit doit donc présenter une résistance à l'abrasion judicieusement choisie.
La durée de vie de l'enduit dépend donc de son épaisseur, de sa résistance à l'abrasion et de l'intensité du trafic. Il doit être composé et appliqué en fonction' de ces différents facteurs. .
Anti-ice and anti-snow coating for roads, bridges, <B> and other traffic routes </B> The present invention relates to a coating making it possible to eliminate ice and snow covering a roadway.
We know the danger represented in winter by the unexpected presence of ice or frozen snow on a roadway, in particular on bridges, where the formation of worm is favored.
Several ways are known to prevent the formation of ice or to remove snow and ice already deposited. In addition to purely mechanical means (snow plows), there are chemical means (NaCl, CaCl salts) which lower the freezing point of water;
- heat-generating means (heating cables or wires, embedded in the mass of the pavement or on the surface, pipes distributing a heat-carrying fluid on the roadway), which obtain the melting of the snow or ice by adding calories required.
Purely mechanical means do not remove the last layer of snow or ice.
Chemical means are generally corrosive and consequently destructive and ruinous for the road; they are also quickly eliminated by the circulation and must be renewed frequently.
The heat generating means are expensive to install and operate; some even cannot be installed without having to completely redo the roadway.
The object of the present invention is to overcome these disadvantages.
It consists of an anti-glaze and anti-snow coating to be applied on a roadway, characterized by its constitution comprising in a binder impermeable to water and water vapor, an aggregate made up of highly hygroscopic salts lowering the freezing point of the water. 'water and / or products causing an exothermic reaction on contact with water. The coating is therefore composed of two distinct groups 1) the binder 2) the aggregate.
1) The binder can be made of synthetic resins reacting by polyaddition or polymerization, such as epoxy or polyester resins, optionally provided with colored pigments. <B> It </B> can also be constituted by other materials , however, it is important that it is completely watertight and water vapor tight.
Excellent results have been obtained in particular with epoxy resins, during laboratory tests relating to - the resistance of the coating to traction and to compression; - its resistance to abrasion; - its behavior during cyclic freezing and thawing tests; - its waterproofness; - its grip on a roadway.
2) The aggregate consists of chemicals, generally highly hygroscopic, such as calcium chloride, sodium chloride, silver iodide, for example. Use will preferably be made of calcium chloride, which is very highly hygroscopic and inexpensive; in addition, it has the advantage of greatly lowering the freezing point of water.
These highly hygroscopic salts will usually be mixed with chemicals having the characteristic that in contact with humidity an exothermic reaction occurs. It is therefore possible to use quicklime, the reaction of which is strong and rapid, by adding thereto, for example, powdered magnesium or in crystals, the reaction of which is slower, or caustic soda.
In the plaster thus prepared, each molecule or group of molecules of the mixture of the different chemicals constituting the aggregate will be enveloped by the binder impermeable to. humidity. The coating will thus be in the form of a very large quantity of cavities containing the aggregate, stuck to each other by the binder, but without communication between them.
Thus when a vehicle or a pedestrian passes over the pavement thus coated and by the friction of the tires or the soles on the plaster, a large number of cavities will be opened and will provide passage to humidity, which, coming into contact with the various chemicals composing the aggregate, will cause the desired chemical reactions, namely a release of calories, preventing the formation or causing the fusion of the worm and / or the lowering of the freezing point of the water, preventing new ice formation.
If a snowfall occurs, this salt-saturated water will melt the flakes as they fall onto the pavement.
The more intense the traffic, the stronger and more prolonged the reaction, since a greater quantity of chemicals is. The coating must therefore exhibit a carefully chosen abrasion resistance.
The service life of the coating therefore depends on its thickness, its abrasion resistance and the intensity of the traffic. It must be composed and applied according to these different factors. .
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH1331167A CH480505A (en) | 1967-09-22 | 1967-09-22 | Anti-ice and anti-snow coating for roads, bridges, and other traffic routes |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH1331167A CH480505A (en) | 1967-09-22 | 1967-09-22 | Anti-ice and anti-snow coating for roads, bridges, and other traffic routes |
Publications (1)
Publication Number | Publication Date |
---|---|
CH480505A true CH480505A (en) | 1969-10-31 |
Family
ID=4391309
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CH1331167A CH480505A (en) | 1967-09-22 | 1967-09-22 | Anti-ice and anti-snow coating for roads, bridges, and other traffic routes |
Country Status (1)
Country | Link |
---|---|
CH (1) | CH480505A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2333088A2 (en) * | 1975-11-25 | 1977-06-24 | Plastiroute Sa | MIXED MATERIAL FOR THE MANUFACTURE OF ANTIFREEZE ROAD COATING |
DE3038152A1 (en) * | 1979-10-11 | 1981-04-23 | Selfixat S.A., 1206 Genève | METHOD FOR PREVENTING ICE CREATION ON ROADS AND COMPOSITION FOR CARRYING OUT THE METHOD |
DK153846B (en) * | 1973-06-13 | 1988-09-12 | Verglimit Holding Sa | BITUMINOEST OR ASPHALTY MIXING GOODS FOR THE PREPARATION OF A PREVENTION THAT IS INHIBITING CREATION AND TAKING SNOW. |
-
1967
- 1967-09-22 CH CH1331167A patent/CH480505A/en not_active IP Right Cessation
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DK153846B (en) * | 1973-06-13 | 1988-09-12 | Verglimit Holding Sa | BITUMINOEST OR ASPHALTY MIXING GOODS FOR THE PREPARATION OF A PREVENTION THAT IS INHIBITING CREATION AND TAKING SNOW. |
FR2333088A2 (en) * | 1975-11-25 | 1977-06-24 | Plastiroute Sa | MIXED MATERIAL FOR THE MANUFACTURE OF ANTIFREEZE ROAD COATING |
DE3038152A1 (en) * | 1979-10-11 | 1981-04-23 | Selfixat S.A., 1206 Genève | METHOD FOR PREVENTING ICE CREATION ON ROADS AND COMPOSITION FOR CARRYING OUT THE METHOD |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PL | Patent ceased |