US3262375A - Method of road surface marking - Google Patents
Method of road surface marking Download PDFInfo
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- US3262375A US3262375A US262538A US26253863A US3262375A US 3262375 A US3262375 A US 3262375A US 262538 A US262538 A US 262538A US 26253863 A US26253863 A US 26253863A US 3262375 A US3262375 A US 3262375A
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- asphalt
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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
- E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
- E01C23/16—Devices for marking-out, applying, or forming traffic or like markings on finished paving; Protecting fresh markings
- E01C23/18—Devices for marking-out, applying, or forming traffic or like markings on finished paving; Protecting fresh markings for applying prefabricated markings
- E01C23/185—Tape- or sheet-shape markers or carriers
Definitions
- the present invention is concerned with the art of providing trafiic signs of the above type, consisting of strip material in particular of the so-called eiasto-plastic cold-plastic nature, i.e. of a plastic compound adapted to be laid on and adhesively connected to the road surface in strip form, in essentially cold state.
- marking materials possess several advantageous properties, such as permanent illumination and color contrast effect, also at the edges of the laid strip, durableness either to weathering and to most severe traffic wearing effect, and so on.
- advantageous properties such as permanent illumination and color contrast effect
- durableness either to weathering and to most severe traffic wearing effect, and so on.
- some problems are involved in ensuring proper and full adhesion of such cold-plastic strip material, which unavoidably has a certain thickness, on very rough and,
- an asphalt layer having a width greater than the said given width is spread on the road surface, and a protective film having a width greater than the width of said asphalt layer is laid on said latter layer, so that the asphalt is fully covered by said film, and the said film upper face, above said layer, actuates a smooth and flat surface adapted for laying the said strip thereon.
- a further object of this invention is to provide a new and advantageous apparatus for preparing an irregular road surfaue to be marked by making use of cold-plastic marking material in strip or tape form, upon the provision and the sleeking of an asphalt layer on said surface, along a predetermined marking area defined by a marking line.
- FIGURE 1 is a diagrammatical, perspective and fragmentary view of a road surface wherein a marking material of the considered type is laid on and applied according to the invention.
- FIGURE 2 is a somewhat simplified showing of the essential components of an apparatus adapted for preparing .a road surface to application of said marking material, said components being shown partly in side elevation and partly in section.
- FIG. 1 there is shown a marking material in strip form S, which is laid on a perfectly smooth and fiat surface embodied by the upper face of a laminated or film material 33.
- Such film 33 is at its turn laid on the sleeked upper face of a layer 15 of asphalt or asphalt-like material or composition, or thermoplastic nature, spread over an irregular surface 1 1 of a road or highway.
- the said layer 15 is positively wider than the said marking strip S, so that a smooth flooring for said strip is formed, and the said firm 33 is at its turn wider than said layer 15, so that the said strip is fully protected from the asphalt.
- Such arrangement of parts which is essential and critical of the invention, makes it possible to apply the said 'strip just after applying and sleeking of the asphalt layer, i.e. to perform the whole road marking process as an uninterrupted sequence of steps, including either the preparation of the irregular road surface and the effective laying on and connecting of. a marking strip material of the above considered type thereto.
- Such sequence of steps may be advantageously performed by making use of an apparatus of the type shown in FIG. 2 for example.
- Such apparatus may be advantageously operated as a fore or preparatory assembly of a road-marking apparatus of the type shown in my said prior patent, for example.
- the apparatus of FIG. 2 in some occurrence, may be however operated as an individual unit, to prepare .the road surface for differing marking applications, such as for applying shaped signs, such as arrows, stop-lines and so on, for example.
- the apparatus of FIG. 2, generally indicated 10, has a wheeled frame adapted to travel in direction A on the surface 11 of the road featheredge 12, which is supposed to be seriously irregular and consequently not adapted for direct application of a cold-plastic strip material thereon, the apparatus in operation being progressed in the direction, defined such as by marks on said surface 11, of the area to be marked.
- the control of the apparatus along the desired direction might be facilitated by a guide wheel such as at 13.
- the apparatus includes conveying duct means such as '14 for progressively pouring liquefied or substantially liquified asphalt on said surface 11, as the apparatus is progressed, to form the layer 15 thereon.
- conveying duct is fed by a properly heated tank (not shown) constructed and operated according to the art of spreading asphalt on road surfaces.
- the lower outlet portion of conveying duct 14 is provided with valve or floodgate means such as diagrammatically shown at 17 and with a scraper blade such as at 18, pressed by spring means such as at 19, for sleeking the upper face of the asphalt to form the desired smooth upper face thereof.
- the apparatus is further provided with means designed for previously cleaning the road surface 11, such as a rotary brush 20.
- a rotary brush 20 The operation of such brush may be completed by a blast of pressurized air from a shaped outlet 21, fed by a centrifugal blower 22, for example.
- binding agents may be fed in liquid form from a container 23, via ducts 24 and 25, to nozzles 26 and respectively 27 positioned for ejecting metered sprays 28 and respectively 29 of said binding agents on surface 11, just forwardly of outlet of asphalt, and respectively on the surface of asphalt layer 15, just forwardly of the position at which the protective film 33 is laid theron.
- Such protective film 33 is carried on the apparatus in and progressively unwound from a bobbin 30 and laid on the asphalt layer by means of a rotary perforated drum 31; a guide roller 32 causes said film 33 to contact said drum and to progress in adherence relationship therewith.
- a third nozzle 36 fed with pressurized air and located inside the perforated drum 31 ejects a blast 37 just rearwardly of point 38, where the contact between the film 33 and the asphalt layer 15 occurs, through the perforation of said perforated drum, to cause the said film to abandon the drum surface and to be laid on said asphalt layer.
- Reference numeral 44 in FIG. 2 indicates the road sur face as prepared for proper application of the marking material in cold-plastic strip form, where such strip will find a properly smooth and levelled surface and where same strip is spoiled upon contact with asphalt, even if such asphalt is still in softened or also in essentially fluidified state.
- the marking material in strip form may be previously bound to the protective film and therefore applied on and connected to the layer of asphalt in one step of the process.
- the cooling of the asphalt layer may be facilitated and accelerated by suitable means adapted to improve the exhaustion of heat from fiuidified asphalt, in addition to the heat absorbed by the road feath'eredge.
- suitable means adapted to improve the exhaustion of heat from fiuidified asphalt, in addition to the heat absorbed by the road feath'eredge.
- a substantial amount of heat is however exhausted by the blasts of pressurized air ejected by nozzles 34 and 36, and further blasts of air may be provided, if desired, to prevent overheating of the protective film as laid on and made adherent to the asphalt layer and for adsorbing heat therefrom.
- Example 1 This example consider the case of preparation of a road surface embodied by a road featheredge which includes,
- a mixture of asphalt having its softening point of 40 C. and of asphalt having its softening point of 70 C. has been melted at 130 C.; such melted mixture has been spreaded on the road surface to cover a strip area wider than the marking strip to be applied and the excess has been removed while its surface has been sleeked to form the desired smooth upper face.
- Example 2 An asphalt mixture according to Example 1 has beenparts in weight) is the following:
- Example 3 An asphalt mixture according to Example 1 has been melted at a temperature over 200 together with 5% of butyl rubber 218 Esso, while stirring until full dispersion of the rubber. The molten compound has been cooled until 140 C. before spreading thereof on the road surface and sleeking of the layer formed therewith.
- Example 4 A mixture l/1 of acrylonitrilic gum Chemigum No. 600-Goodyear and of indene coumaronic resin (melting point 100 C.) has been laminated by means of a mixer, and an asphalt mixture such as described in Example 1 has been melted at 140 C. together with 7% of the former mixture. The molten compound has been stirred upon full dispersion of its components, and then spread and sleeked on the road surface.
- composition of the binder is composition of the binder:
- Example 5 A mixture, 1 to 1 ratio, of neoprene rubber (of the type manufactured by Dupont, for example) and of an indeno-coumaronic resin having its melting point at 100 C., has been masticated and then laminated from a mixer, and then melted together with an asphalt mixture according to Example 1. The former mixture amounts to 5% of the melt. The melting has been performed at 150 C., under stirring, until throughout dispersion of components, and the compound is spread on the road surface.
- neoprene rubber of the type manufactured by Dupont, for example
- indeno-coumaronic resin having its melting point at 100 C.
- a .03 millimeter thick film of polyamide Nylon-Dupont is applied, upon Wetting of such face with the following binder.
- the temperature of the coated layer is further lowered by air blasts, before laying on of the marking strip material.
- the binder consists of:
- Hercules 10 Hercolyn DHercules 1 Vinsol (ester)-Hercules 2 Cyclized gum Alpex 450 J-Kurt Albert, Germany 2 Staybelite (ester)Hercu1es 5 Benzol 20 Dichloroethane Q. 10
- Example 7 The asphalt layer has been provided and applied as described in Example 1.
- the surface thereof is pre- Parts Pliolite S5Goodyear 20 Chlorinated rubber Parlon 10 cp-s.Hercules 10 Hercolyn DHercules 1 Benzol 20 Xylene 20 While the invention has been described and shown in several forms of embodiment thereof, it is obvious that the invention itself is not limited to the very details shown, and that further modifications and variations might be made thereto, according to the art.
- the method of providing an essentially irregular road surface with a marking material of cold-plastic type which comprises the steps of melting in fluidified state a bitumenbased compound consisting essentially of a mixture of amajor amount of a bituminous substance and a minor amount of a high molecular weight polymer appertaining to the group of synthetic rubbers, of spread 7 8 ing the molten compound on said road surface to form 2,898,825 8/1959 Walker 941.5 an irregularities covering layer thereon, of sleeking the 2,963,378 12/ 1960 Pal mq-uist 94--1.5 upper face of said layer to form an essentially smooth 3,007,838 11/1961 Eigenmann 156526 face thereon, of unwinding a protective film from a roll of preformed protective film and covering said essen- 5 FOREIGN PATENTS tially smooth surface of said layer with the thus un- 167,201 95 Australia wound protective film While the compound included in 638,429 1962 Canada said layer is still in a plastic state, and of laying a
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Description
July 26, 1966 EIGENMANN 3,262,375
METHOD OF ROAD SURFACE MARKING Filed March 4, 1965 'INVENTOR. Ludwig Eisznmann BY mmhad S. S't kzr A'ITOR Y United States Patent 3,262,375 METHOD OF ROAD SURFACE MARKING Ludwig Eigenmann, 11 Via Spinola, Milan, Italy Filed Mar. 4, 1963, Ser. No. 262,538 1 Claim. (Cl. 94-15) This invention is generally concerned with the art of road and highway marking with strip materials, namely for providing a road or highway surface with centre-lines or with track-dividing lines or the like, prevailingly but not exclusively arranged lengthwise of the road.
More particularly, the present invention is concerned with the art of providing trafiic signs of the above type, consisting of strip material in particular of the so-called eiasto-plastic cold-plastic nature, i.e. of a plastic compound adapted to be laid on and adhesively connected to the road surface in strip form, in essentially cold state.
It is known to those skilled in the art to which this invention appertains that such marking materials possess several advantageous properties, such as permanent illumination and color contrast effect, also at the edges of the laid strip, durableness either to weathering and to most severe traffic wearing effect, and so on. On the other hand, some problems are involved in ensuring proper and full adhesion of such cold-plastic strip material, which unavoidably has a certain thickness, on very rough and,
irregular road surfaces. Such material cannot fully mate any minor irregularity of the road surface, or an unacceptable amount of binding agent would be required to .form a layer filling any road surface irregularity and to support the strip material. In addition, it is further known that such strip materials would be preferably laid on a surface as fiat and smooth as possible, in view of visibility and of resistance to wearing of. Any salient or protruding portion in the applied cold-plastic marking ma terial will cause an irregular light reflection and shadowing effects and the wear of material will develop mostly at such salients and protruding locations.
It has been proposed to prepare a road surface for laying a strip marking material thereon, by covering the 'road surface portions, where the material is to be laid on,
with a relatively thin layer of asphalt or like matter, capable of thoroughly filling any road surface porosity, holes and hollows, by sleeking said asphalt layer upper face, and then by applying the strip material on said upper face.
Such proposed mode of preparing a road surface to application of marking strip materials thereon, while being effective and advantageous in view of pro-per application and service of the strip material, is subject to the serious objection that the asphalt layer requires a very long time to cool and set on the road surface, prior than the strip of alast-o-plastic cold marking material could be laid on and secured to the smooth upper face of said asphalt.
Such time interval will seriously disturb the roadableness of the highway, and the traffic must be kept far from the areas to be marked. Ifthe strip material is laid on the asphalt when the latter material is still soft, the asphalt will darken and spoil the required high visibility of the strip. Such objection is more particularly severe when fast mechanical marking of road surfaces is desired, such as performed by making use of a fast travelling and operating road-marking apparatus of the type shown in my prior US. Patent No. 3,007,838, for example.
It is therefore an object of this invention to provide a new and advantageous method for marking a road sur- 3,262,375 Patented July 26, 1966 hoe face, in particular an irregular or coarse road surface not properly adapted for direct laying on and connecting thereto a marking strip material [of considered cold-plastic nature, the same method including the steps of defining on said road surface an area to be marked, of forming a layer of asphalt-like material on said area by spreading on said area said material in fluidified state, of sleeking said layer to form a smooth upper face thereof, of laying a thin protective film on said upper face prior to solidification of such material, and of laying on and connecting to said protective film the marking strip.
For proper protection of said marking strip from the underlaid asphalt layer, and for actuating a proper smooth surface for application of said strip, which has a given width, an asphalt layer having a width greater than the said given width is spread on the road surface, and a protective film having a width greater than the width of said asphalt layer is laid on said latter layer, so that the asphalt is fully covered by said film, and the said film upper face, above said layer, actuates a smooth and flat surface adapted for laying the said strip thereon.
A further object of this invention is to provide a new and advantageous apparatus for preparing an irregular road surfaue to be marked by making use of cold-plastic marking material in strip or tape form, upon the provision and the sleeking of an asphalt layer on said surface, along a predetermined marking area defined by a marking line.
These and other objects and advantages of the invenas this description proceeds, and the features which are believed to be new and characteristic of the invention are in particular set forth in the appended claim. The invention itself, however, will be best understood from the following detailed description of a preferred form of embodiment thereof, when taken in conjunction with the accompanying drawings, forming an essential component of this disclosure, and wherein:
FIGURE 1 is a diagrammatical, perspective and fragmentary view of a road surface wherein a marking material of the considered type is laid on and applied according to the invention; and
FIGURE 2 is a somewhat simplified showing of the essential components of an apparatus adapted for preparing .a road surface to application of said marking material, said components being shown partly in side elevation and partly in section.
Referring first to FIG. 1, there is shown a marking material in strip form S, which is laid on a perfectly smooth and fiat surface embodied by the upper face of a laminated or film material 33. Such film 33 is at its turn laid on the sleeked upper face of a layer 15 of asphalt or asphalt-like material or composition, or thermoplastic nature, spread over an irregular surface 1 1 of a road or highway. The said layer 15 is positively wider than the said marking strip S, so that a smooth flooring for said strip is formed, and the said firm 33 is at its turn wider than said layer 15, so that the said strip is fully protected from the asphalt.
Such arrangement of parts, which is essential and critical of the invention, makes it possible to apply the said 'strip just after applying and sleeking of the asphalt layer, i.e. to perform the whole road marking process as an uninterrupted sequence of steps, including either the preparation of the irregular road surface and the effective laying on and connecting of. a marking strip material of the above considered type thereto.
Such sequence of steps may be advantageously performed by making use of an apparatus of the type shown in FIG. 2 for example. Such apparatus may be advantageously operated as a fore or preparatory assembly of a road-marking apparatus of the type shown in my said prior patent, for example. It is obvious that the apparatus of FIG. 2, in some occurrence, may be however operated as an individual unit, to prepare .the road surface for differing marking applications, such as for applying shaped signs, such as arrows, stop-lines and so on, for example.
The apparatus of FIG. 2, generally indicated 10, has a wheeled frame adapted to travel in direction A on the surface 11 of the road featheredge 12, which is supposed to be seriously irregular and consequently not adapted for direct application of a cold-plastic strip material thereon, the apparatus in operation being progressed in the direction, defined such as by marks on said surface 11, of the area to be marked. The control of the apparatus along the desired direction might be facilitated by a guide wheel such as at 13.
The apparatus includes conveying duct means such as '14 for progressively pouring liquefied or substantially liquified asphalt on said surface 11, as the apparatus is progressed, to form the layer 15 thereon. Such conveying duct is fed by a properly heated tank (not shown) constructed and operated according to the art of spreading asphalt on road surfaces. The lower outlet portion of conveying duct 14 is provided with valve or floodgate means such as diagrammatically shown at 17 and with a scraper blade such as at 18, pressed by spring means such as at 19, for sleeking the upper face of the asphalt to form the desired smooth upper face thereof.
The apparatus is further provided with means designed for previously cleaning the road surface 11, such as a rotary brush 20. The operation of such brush may be completed by a blast of pressurized air from a shaped outlet 21, fed by a centrifugal blower 22, for example.
The firm and most complete anchoring of the asphalt layer to the road featheredge 12 and of the protective film to said layer is preferably ensured by making use of suitable binding agents. Such agents may be fed in liquid form from a container 23, via ducts 24 and 25, to nozzles 26 and respectively 27 positioned for ejecting metered sprays 28 and respectively 29 of said binding agents on surface 11, just forwardly of outlet of asphalt, and respectively on the surface of asphalt layer 15, just forwardly of the position at which the protective film 33 is laid theron.
Such protective film 33 is carried on the apparatus in and progressively unwound from a bobbin 30 and laid on the asphalt layer by means of a rotary perforated drum 31; a guide roller 32 causes said film 33 to contact said drum and to progress in adherence relationship therewith. A further blast of pressurized air ejected by a second shaped nozzle 34 fed by said blower 22 via a second duct 35, keeps said film 33 adjacent to said drum 31 until contact with the asphalt layer surface. A third nozzle 36 fed with pressurized air and located inside the perforated drum 31 ejects a blast 37 just rearwardly of point 38, where the contact between the film 33 and the asphalt layer 15 occurs, through the perforation of said perforated drum, to cause the said film to abandon the drum surface and to be laid on said asphalt layer.
Reference numeral 44 in FIG. 2 indicates the road sur face as prepared for proper application of the marking material in cold-plastic strip form, where such strip will find a properly smooth and levelled surface and where same strip is spoiled upon contact with asphalt, even if such asphalt is still in softened or also in essentially fluidified state.
It is obvious that the typical sequence of the above described operations might be modified. For example, the marking material in strip form may be previously bound to the protective film and therefore applied on and connected to the layer of asphalt in one step of the process.
In addition, the cooling of the asphalt layer may be facilitated and accelerated by suitable means adapted to improve the exhaustion of heat from fiuidified asphalt, in addition to the heat absorbed by the road feath'eredge. A substantial amount of heat is however exhausted by the blasts of pressurized air ejected by nozzles 34 and 36, and further blasts of air may be provided, if desired, to prevent overheating of the protective film as laid on and made adherent to the asphalt layer and for adsorbing heat therefrom.
For best exploitation of the method of the invention it is preferred to apply the asphalt or another matter of like character as more fluidified as possible, to ensure full and intimate penetration of the matter into the road featheredge porosities and a positive anchoring of the layer thereto. I have surprisingly found that very advantegeous unexpected results may be attained by modifying the asphalt composition by adding high molecular weight organic compounds thereto, such as a synthetic rubber.
It has been surprisingly found that, upon such addition, the fused asphalt will be adsorbed within the microstructure network of the additive organic compound and the resulting matter will acquire an extremely plastic state at a temperature well over to the melting point of asphalt, in particular a state which may be compared to a gelled molten matter. Such modified asphalt-based compounds had been proved as extremely useful when the layer is applied to road featheredges particularly rich of siliceous components.
In addition, by making use of suitable solvents, either the plastification and the dispersion of the additive polymer or high molecular weight compound in the asphalt will be substantially improved.
Some example of formulations and of proceedings which had been found as advantageous for carrying out the invention follow, such examples being however intended as not limitative of same invention.
Example 1 This example consider the case of preparation of a road surface embodied by a road featheredge which includes,
a relatively high amount of asphalt in its own composi tion, and it is assumed that it is desired that the whole procedure of road surface preparation and of the marking thereof with strip material of the cold-plastic nature will lead to minimum traific disturbance.
A mixture of asphalt having its softening point of 40 C. and of asphalt having its softening point of 70 C. has been melted at 130 C.; such melted mixture has been spreaded on the road surface to cover a strip area wider than the marking strip to be applied and the excess has been removed while its surface has been sleeked to form the desired smooth upper face.
When the asphalt layer has been cooled at C. about (such cooling occurred in a very short time, under air blast) on the surface thereof a thin film of polyethylene (.04 millimeter thick about) has been laid. The marking cold-plastic material in strip form has been applied shortly after the application of the said protective film.
Example 2 An asphalt mixture according to Example 1 has beenparts in weight) is the following:
Parts Modified polyvinyl-chloroacetate (such as Vinilite VMCH) 90 Acrylonitrilic gum (Chemigum No. 3Goodyear) I Benzol 10 Cyclohexanone 100 Example 3 An asphalt mixture according to Example 1 has been melted at a temperature over 200 together with 5% of butyl rubber 218 Esso, while stirring until full dispersion of the rubber. The molten compound has been cooled until 140 C. before spreading thereof on the road surface and sleeking of the layer formed therewith.
As the surface temperature of such layer has been cooled at 90 C. about, upon air blast, and upon slight wetting with a binder such as described in Example 2, a .05 millimeter thick film of polyvinyl chloride has been laid on and connected to the smoothed surface of said layer. A further cooling by air blast has been caused before the application of the strip marking material.
Example 4 A mixture l/1 of acrylonitrilic gum Chemigum No. 600-Goodyear and of indene coumaronic resin (melting point 100 C.) has been laminated by means of a mixer, and an asphalt mixture such as described in Example 1 has been melted at 140 C. together with 7% of the former mixture. The molten compound has been stirred upon full dispersion of its components, and then spread and sleeked on the road surface.
As the surface temperature of the asphalt-based layer has been cooled at 100 C. about, a .04 millimeter thick film of terephthalate polymer Videne-Goodyear has been laid on and bound to said layer by making use of the binder formulated as hereinbelow. A further fast cooling of the thus coated layer has been performed upon air blast before laying on and application of the marking strip.
Composition of the binder:
Parts Terephthalic polymer Vitel P. 200Goodyear Methylethylketone 5 Cellosolve acetate 5 B-utyl acetate 5 Toluene 5 Example 5 A mixture, 1 to 1 ratio, of neoprene rubber (of the type manufactured by Dupont, for example) and of an indeno-coumaronic resin having its melting point at 100 C., has been masticated and then laminated from a mixer, and then melted together with an asphalt mixture according to Example 1. The former mixture amounts to 5% of the melt. The melting has been performed at 150 C., under stirring, until throughout dispersion of components, and the compound is spread on the road surface.
Upon cooling of the layer surface to 115 C., to the upper face thereof a .03 millimeter thick film of polyamide Nylon-Dupont is applied, upon Wetting of such face with the following binder. The temperature of the coated layer is further lowered by air blasts, before laying on of the marking strip material.
6 The binder consists of:
' Parts Chlorinated rubber Parlon 10 cps. Hercules 10 Hercolyn DHercules 1 Vinsol (ester)-Hercules 2 Cyclized gum Alpex 450 J-Kurt Albert, Germany 2 Staybelite (ester)Hercu1es 5 Benzol 20 Dichloroethane Q. 10
On the sleeked asphalt-based layer, upon cooling at C. about, a .04 millimeter thick protective film of PliofilmGoodyear is applied, and then the temperature of the coated layer is further lowered by air blasts prior to marking strip application.
Example 7 The asphalt layer has been provided and applied as described in Example 1. In the case that the road featheredge is poor of bitument or otherwise not properly adapted for application, the surface thereof is pre- Parts Pliolite S5Goodyear 20 Chlorinated rubber Parlon 10 cp-s.Hercules 10 Hercolyn DHercules 1 Benzol 20 Xylene 20 While the invention has been described and shown in several forms of embodiment thereof, it is obvious that the invention itself is not limited to the very details shown, and that further modifications and variations might be made thereto, according to the art.
It is moreover believed to be evident that the present invention includes a plurality of advantageous features,
. and it will be understood that each of the new features described and any combination thereof may find useful application in other road marking strip applications and preliminaries differing from the ones described.
Without further analysis, the fore-going will so fully reveal the gist of this invention that others can, by applying current knowledge, readily adapt it for various applications without omitting features that, from the standpoint of prior art, fairly constitute essential characteristics of this invention and, therefore, such adaptation should and are intended to be comprehended within the spirit, meaning equivalence of the invention, as defined in and by the appended claim.
Having thus described the invention and the mode of carrying out thereof, what is claimed as new and desired to have protected by Letters Patent is:
The method of providing an essentially irregular road surface with a marking material of cold-plastic type, which comprises the steps of melting in fluidified state a bitumenbased compound consisting essentially of a mixture of amajor amount of a bituminous substance and a minor amount of a high molecular weight polymer appertaining to the group of synthetic rubbers, of spread 7 8 ing the molten compound on said road surface to form 2,898,825 8/1959 Walker 941.5 an irregularities covering layer thereon, of sleeking the 2,963,378 12/ 1960 Pal mq-uist 94--1.5 upper face of said layer to form an essentially smooth 3,007,838 11/1961 Eigenmann 156526 face thereon, of unwinding a protective film from a roll of preformed protective film and covering said essen- 5 FOREIGN PATENTS tially smooth surface of said layer with the thus un- 167,201 95 Australia wound protective film While the compound included in 638,429 1962 Canada said layer is still in a plastic state, and of laying a mark- 667,193 1,952 Great Britain mg materlal en mi 868,860 1961 Great Britain.
' 10 References Cited y the Exammer CHARLES E. OQONNELL, Primary Examiner.
UNITED STATES PATENTS JACOB L. NACKENOFF, Examiner.
2,347,233 4/1944 Abernathy 94-1.5 J. E. MURTAGH, Assistant Examiner.
2,897,732 4/1959 Shuger 94 1.5 15
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Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3477352A (en) * | 1966-12-28 | 1969-11-11 | Universal Highway Contracting | Self-propelled apparatus for applying markings to roads and the like |
US3810707A (en) * | 1969-08-22 | 1974-05-14 | Minnesota Mining & Mfg | Joint structure and method |
US3832079A (en) * | 1972-08-10 | 1974-08-27 | W Moorhead | Concrete forming apparatus and process |
US3886011A (en) * | 1973-09-14 | 1975-05-27 | Ludwig Eigenmann | Apparatus and procedure for applying marking stripes |
US3902939A (en) * | 1971-12-02 | 1975-09-02 | Ludwig Eigenmann | Method for forming traffic regulating signs on road surfaces |
US3964835A (en) * | 1972-04-15 | 1976-06-22 | Ludwig Eigenmann | Device for forming marking stripes on road surfaces |
DE3346817A1 (en) * | 1982-12-24 | 1984-06-28 | Ludwig Dr. Vacallo Tessin Eigenmann | AUXILIARY DEVICE FOR A ROAD MARKING MACHINE |
US20080299320A1 (en) * | 2003-12-12 | 2008-12-04 | Building Materials Investment Corporation | Impact resistant roofing shingles and process of making same |
US8992118B2 (en) | 2013-03-15 | 2015-03-31 | William B. Coe | Pavement repair system utilizing solid phase autoregenerative cohesion |
US9057163B1 (en) | 2013-03-15 | 2015-06-16 | William B. Coe | Pavement repair system |
US9637870B1 (en) | 2013-03-15 | 2017-05-02 | William B. Coe | Pavement repair system |
US11186959B2 (en) | 2017-02-14 | 2021-11-30 | William B. Coe | Apparatus and method for preparing asphalt and aggregate mixture |
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US3477352A (en) * | 1966-12-28 | 1969-11-11 | Universal Highway Contracting | Self-propelled apparatus for applying markings to roads and the like |
US3810707A (en) * | 1969-08-22 | 1974-05-14 | Minnesota Mining & Mfg | Joint structure and method |
US3902939A (en) * | 1971-12-02 | 1975-09-02 | Ludwig Eigenmann | Method for forming traffic regulating signs on road surfaces |
US3964835A (en) * | 1972-04-15 | 1976-06-22 | Ludwig Eigenmann | Device for forming marking stripes on road surfaces |
US3832079A (en) * | 1972-08-10 | 1974-08-27 | W Moorhead | Concrete forming apparatus and process |
US3886011A (en) * | 1973-09-14 | 1975-05-27 | Ludwig Eigenmann | Apparatus and procedure for applying marking stripes |
DE3346817A1 (en) * | 1982-12-24 | 1984-06-28 | Ludwig Dr. Vacallo Tessin Eigenmann | AUXILIARY DEVICE FOR A ROAD MARKING MACHINE |
US20080299320A1 (en) * | 2003-12-12 | 2008-12-04 | Building Materials Investment Corporation | Impact resistant roofing shingles and process of making same |
US8226790B2 (en) * | 2003-12-12 | 2012-07-24 | Tommy Rodriques | Impact resistant roofing shingles and process of making same |
US9127413B2 (en) | 2013-03-15 | 2015-09-08 | William B. Coe | Pavement repair system utilizing solid phase autoregenerative cohesion |
US9551114B2 (en) | 2013-03-15 | 2017-01-24 | William B. Coe | Pavement repair system |
US9074328B1 (en) | 2013-03-15 | 2015-07-07 | William B. Coe | Pavement repair system utilizing solid phase autoregenerative cohesion |
US8992118B2 (en) | 2013-03-15 | 2015-03-31 | William B. Coe | Pavement repair system utilizing solid phase autoregenerative cohesion |
US9169606B2 (en) | 2013-03-15 | 2015-10-27 | William B. Coe | Emitter unit for asphalt pavement repair utilizing solid phase autoregenerative cohesion |
US9347187B2 (en) | 2013-03-15 | 2016-05-24 | William B. Coe | Pavement repair system |
US9481967B2 (en) | 2013-03-15 | 2016-11-01 | William B. Coe | Pavement repair system utilizing solid phase autoregenerative cohesion |
US9057163B1 (en) | 2013-03-15 | 2015-06-16 | William B. Coe | Pavement repair system |
US9551117B2 (en) | 2013-03-15 | 2017-01-24 | William B. Coe | Pavement repair system utilizing solid phase autoregenerative cohesion |
US9624625B2 (en) | 2013-03-15 | 2017-04-18 | William B. Coe | Pavement repair system |
US9637870B1 (en) | 2013-03-15 | 2017-05-02 | William B. Coe | Pavement repair system |
US10081920B2 (en) | 2013-03-15 | 2018-09-25 | William B. Coe | Hot asphalt pavement installation method utilizing solid phase autoregenerative cohesion |
US10364534B2 (en) | 2013-03-15 | 2019-07-30 | William B. Coe | Pavement repair system |
US10724183B2 (en) | 2013-03-15 | 2020-07-28 | William B. Coe | Pavement repair system |
US10934669B2 (en) | 2013-03-15 | 2021-03-02 | William B. Coe | Method for preparing asphalt paving material utilizing solid phase autoregenerative cohesion |
US11186959B2 (en) | 2017-02-14 | 2021-11-30 | William B. Coe | Apparatus and method for preparing asphalt and aggregate mixture |
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