US987726A - Process for making roads, pavements, &c. - Google Patents
Process for making roads, pavements, &c. Download PDFInfo
- Publication number
- US987726A US987726A US47695309A US1909476953A US987726A US 987726 A US987726 A US 987726A US 47695309 A US47695309 A US 47695309A US 1909476953 A US1909476953 A US 1909476953A US 987726 A US987726 A US 987726A
- Authority
- US
- United States
- Prior art keywords
- pitch
- road
- mixture
- coal
- oil
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000000034 method Methods 0.000 title description 9
- 230000008569 process Effects 0.000 title description 8
- 239000000203 mixture Substances 0.000 description 21
- 239000003921 oil Substances 0.000 description 17
- 239000000463 material Substances 0.000 description 13
- 239000004576 sand Substances 0.000 description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 11
- 239000011280 coal tar Substances 0.000 description 9
- 239000011295 pitch Substances 0.000 description 9
- 239000011294 coal tar pitch Substances 0.000 description 8
- 239000004568 cement Substances 0.000 description 7
- 239000002184 metal Substances 0.000 description 7
- 238000005096 rolling process Methods 0.000 description 7
- 238000003892 spreading Methods 0.000 description 6
- 230000007480 spreading Effects 0.000 description 6
- 239000004575 stone Substances 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000011347 resin Substances 0.000 description 4
- 229920005989 resin Polymers 0.000 description 4
- 239000011338 soft pitch Substances 0.000 description 3
- 239000011269 tar Substances 0.000 description 3
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 2
- 230000009471 action Effects 0.000 description 2
- 239000011300 coal pitch Substances 0.000 description 2
- BVKZGUZCCUSVTD-UHFFFAOYSA-L Carbonate Chemical compound [O-]C([O-])=O BVKZGUZCCUSVTD-UHFFFAOYSA-L 0.000 description 1
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000019738 Limestone Nutrition 0.000 description 1
- KWYUFKZDYYNOTN-UHFFFAOYSA-M Potassium hydroxide Chemical compound [OH-].[K+] KWYUFKZDYYNOTN-UHFFFAOYSA-M 0.000 description 1
- CDBYLPFSWZWCQE-UHFFFAOYSA-L Sodium Carbonate Chemical compound [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 description 1
- 241000779819 Syncarpia glomulifera Species 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 238000005054 agglomeration Methods 0.000 description 1
- 230000004931 aggregating effect Effects 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 229910021529 ammonia Inorganic materials 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- -1 etc. Substances 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 239000000295 fuel oil Substances 0.000 description 1
- 238000005470 impregnation Methods 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000003208 petroleum Substances 0.000 description 1
- 239000011301 petroleum pitch Substances 0.000 description 1
- 239000001739 pinus spp. Substances 0.000 description 1
- 229940072033 potash Drugs 0.000 description 1
- 235000015320 potassium carbonate Nutrition 0.000 description 1
- BWHMMNNQKKPAPP-UHFFFAOYSA-L potassium carbonate Substances [K+].[K+].[O-]C([O-])=O BWHMMNNQKKPAPP-UHFFFAOYSA-L 0.000 description 1
- 230000008929 regeneration Effects 0.000 description 1
- 238000011069 regeneration method Methods 0.000 description 1
- 239000003079 shale oil Substances 0.000 description 1
- 239000011308 shale pitch Substances 0.000 description 1
- 239000000344 soap Substances 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 229940036248 turpentine Drugs 0.000 description 1
- 239000002023 wood Substances 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
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/48—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
Definitions
- This invention relates to an improved practical method of constructing roads, and according to this invention it is possible to build roads Which can resist the rough usage to'which they are subjected when motor cars pass on them.
- the sand at present utilized for binding together the materials is torn out from the road by the suction produced by the passage of rubber-tired wheels, and the disaggregation thus startedvis continued b the action of other vehicles.
- the present invention utilizes the bituminous cement in question, constituted by a thorough mixture of 80 parts by weight of calcareous-clayey sand, and 20 parts of soft coal-tar pitch as aggregating or binding material, then it becomes possible to make a road by a cold process, that is to say, by means of the processes usually employed.
- the proportions of materials can of course vary in accordance with the nature of the constituent materials of the road and in accordance with the traffic on the same.
- the proportions hereinafter specified are not absolutely essential, they being merely given by way of example and being based on the assumption that the necessary binding material represents about one-fifth of the volume of the stone used:
- the stone must be as hard as possible and broken up in a uniform manner. When the sand is too dry, a little carbonate of lime, limestone, marl, etc., is used to correct it.
- Coal-tar oil which has the advantage of best dissolving the pitch and of being cheaper than other oils, could of course be replaced by some of the latter oils.
- petroleum oils, shale oil, etc., or a mixture of tar and oil, or even pure tar, or any other dissolving materials could be used.
- Coal pitch could also be replaced 'by petroleum pitch, shale pitch, wood pitch, resin pitch, etc., which, however, have the disadvantage of being more expensive.
- the Water generally used in rolling must be done away with in metaling in accordance with'the present invention asit would impregnate the agglomerating mixture and Sand, preferably clayeyprevent coal-tar oil, which in its natural state is completely insoluble, from penetrating into it, and forming the soft pitch which it is desired to obtain. Consequently it is necessary to select for making the road hot weather, or at least fine weather, in order that the thorough and quick agglomeration of the materials used should be facilitated by the action of the sun.
- the disadvantages met with in bad weather could however be obviated by making the coal-tar oil,intended for the regeneration of the pitch, soluble in water, and by carrying out the work, as is generally done, by the wet. process.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Description
NrrED STAES PROCESS FOR MAKING ROADS, PAVEMENTS, &c.
No Drawing.
Specification of Letters Patent.
Application filed February 9, 1909. Serial No. 476,953.
Patented Mar. 28, 191 1.
To all whom it may concern:
Be it known that I, J ULES LASSAILLY, engineer, citizen of the Republic of France, residing at 40 Route des Moulineaux, Issy-les' Moulineaux, in the Department of Seine, in the Republic of France, have invented certain new and useful Improvementsin Processe's for Making Roads, Pavements, &c., (for which I have obtained a patent in Belgium, No; 205,811, dated February 11, 1908, and an additional patent in Belgium, No. 211,480, dated October 23, 1908;) and I do hereby declare the following to be a full, clear, and exact description of the invention, such as will enable others skilled-in the art to which it appertains to make and use the same.
This invention relates to an improved practical method of constructing roads, and according to this invention it is possible to build roads Which can resist the rough usage to'which they are subjected when motor cars pass on them. It is known in fact that the sand at present utilized for binding together the materials, is torn out from the road by the suction produced by the passage of rubber-tired wheels, and the disaggregation thus startedvis continued b the action of other vehicles. It has, there ore, been found necessary to look for some materials with greater binding property than sand, and it has been suggested to use tar either when making the road, or as a superficial or surface cover for the road, but the processes in question did not give the expected eifects as regards economy and durability.
' It would be possible to obtain a monolithicl road by pouring into the interstices between the stones bituminous cement such as that used in making side-walks. But in that case, the expenses would be very high, and it would be practically impossible to use such a product, because it wouldbe first necessary to heat it and then to pour it by means of buckets, in which case it would become solidified almost instantaneously. Consequently, the rolling, which is an essential operation for giving to the road the necessary compression in order to insure its solidity, could not be carried out. The present invention, startingfrom this idea, utilizes the bituminous cement in question, constituted by a thorough mixture of 80 parts by weight of calcareous-clayey sand, and 20 parts of soft coal-tar pitch as aggregating or binding material, then it becomes possible to make a road by a cold process, that is to say, by means of the processes usually employed.
As it is practically impossible to mix soft cold coal tar pitch with sand, sand is mixed with common dry coal tar pitch, finely pul- -veriaed, the said pitch is then turned into soft pitch by adding to the mixture the necessary quantity of coal-tar oilabout 12% by weight of the quantity of pitcheither before or after the mixture is spread upon the road. The rolling is then carried on until the mixture or binding material can no longer be absorbed by the road metal.
Experience has proved that with sulliciently dry sand, the mixture can be easily made, perfectly applied, and that the road with bituminous cement can be obtained at a very moderate price. The proportions of materials can of course vary in accordance with the nature of the constituent materials of the road and in accordance with the traffic on the same. The proportions hereinafter specified are not absolutely essential, they being merely given by way of example and being based on the assumption that the necessary binding material represents about one-fifth of the volume of the stone used:
The stone must be as hard as possible and broken up in a uniform manner. When the sand is too dry, a little carbonate of lime, limestone, marl, etc., is used to correct it.
The previous mixing of the elements which the binding cement consists of must be carefully done on the spot before the spreading operations take place. Coal-tar oil, which has the advantage of best dissolving the pitch and of being cheaper than other oils, could of course be replaced by some of the latter oils.- Thus, for instance, petroleum oils, shale oil, etc., or a mixture of tar and oil, or even pure tar, or any other dissolving materials could be used. Coal pitch could also be replaced 'by petroleum pitch, shale pitch, wood pitch, resin pitch, etc., which, however, have the disadvantage of being more expensive.
The Water generally used in rolling must be done away with in metaling in accordance with'the present invention asit would impregnate the agglomerating mixture and Sand, preferably clayeyprevent coal-tar oil, which in its natural state is completely insoluble, from penetrating into it, and forming the soft pitch which it is desired to obtain. Consequently it is necessary to select for making the road hot weather, or at least fine weather, in order that the thorough and quick agglomeration of the materials used should be facilitated by the action of the sun. The disadvantages met with in bad weather could however be obviated by making the coal-tar oil,intended for the regeneration of the pitch, soluble in water, and by carrying out the work, as is generally done, by the wet. process. that end, a small proportion of resin, turpentine, pitch, colophony or the like is dissolvedin the said oil, either cold or hot, and the solution is treated with any lye, soda potash or ammonia, so as to form a liquid soap with coal-tar oil soluble in any proportion with water. In that case it is sufficient to add to the water used such a quantity of soluble coal-tar oil, that the mixture of insoluble heavy oil and resin is from nine to ten kilograms per cubic meter of stone used, as the resin can replace its weight of coaltar pitch. Then the mixture will have the following composition:
Stone 1 cubic meter calcareous"; 0.170 cubic meter Dry 'coal pitch kilograms \Vater 0. 5 cubic meter Soluble coal-tar oil 10 kilograms It is obvious that this formula may vary according to circumstances and especially the quantity of water used, which may greatly vary according to the toughness of ground. It is not necessary to use soluble oil in the water used for the preliminary softening of the ground before spreading the stone. The said oil is added only to the water used for the sprinkling of the binding mixture. Moreover it is necessary to stir the mixture of soluble coal tar oil and water in each sprinkling vat in order to obtain a homogenous solution and uniform impreg nation of the mixture of dry coal tar pitch and sand.
By this process it is possible to make a road in any weather. After the evaporation of the water the desired road made with bituininous cement similar to reinforced as phalt is obtained. The road could be, more i over, built of dilferent materials to a more or less great depth on ordinary support or on concrete support, and protected against Wear by the application of superficial or surface tarring in the usual manner.
Having thus fully described my invention, what I claim as new and desire to secure by Letters Patent of the United States, is:
1. The method of making roads, paths, side-walks, etc., which consists .in mixing calcareous-clayey sand 80% and dry coaltar pitch 20%, then spreading the mixture upon a base, then adding a solvent and turning said mixtureinto a soft pitch and a bituminous cement.
2. The method of making roads, paths, side walks, etc., consisting in using as bind. ing material a mixture of sand and pulverized dry pitch, in spreading the said mixture upon the road metal previou ly spread on the ground, in rolling the said mixture and sprinkling it with water to which is added the necessary quantity of coal tar oil, to turn dry coal tar pitch into soft coal tar pitch, and obtain the bituminous cement.
3. The method of making roads, paths, side Walks, etc., by using as a binding material for the road metal, in the proportion of 1 fifth of the total volume of the latter, .a mixture consisting by weight of 4- parts of sand and 1 part of pulverized dry pitch, in spreading the said mixture upon the road metal, in rolling it, then sprinkling the road, with oil in the proportion of about 7 kgs. per cubic meter of spread road metal.
4. The method of making roads, paths, side walks, etc., by using as a binding mate rial of the road metal, in the proportion of 1 fifth of the volume of the latter, a mixture consistin by weight of 4 parts of sand and 1 part 0 pulverized dry pitch; by spreading the said mixture upon the road metal; by rolling the road and watering it during the rolling process with water to which about 10 kgs.,per cubic meter of road metal-, of oil, made soluble, are added.
In testimony whereof I aifix my signature.
IJrhSiSALIIJlJhT.
In the presence of THEODORE REDIG, CHARLES BLANDEL.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US47695309A US987726A (en) | 1909-02-09 | 1909-02-09 | Process for making roads, pavements, &c. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US47695309A US987726A (en) | 1909-02-09 | 1909-02-09 | Process for making roads, pavements, &c. |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US987726A true US987726A (en) | 1911-03-28 |
Family
ID=3056064
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US47695309A Expired - Lifetime US987726A (en) | 1909-02-09 | 1909-02-09 | Process for making roads, pavements, &c. |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US987726A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3907449A (en) * | 1974-08-28 | 1975-09-23 | Phillips Petroleum Co | Stabilizing open graded asphalt-concrete |
-
1909
- 1909-02-09 US US47695309A patent/US987726A/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3907449A (en) * | 1974-08-28 | 1975-09-23 | Phillips Petroleum Co | Stabilizing open graded asphalt-concrete |
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