US121082A - Improvement in asphalt pavements - Google Patents
Improvement in asphalt pavements Download PDFInfo
- Publication number
- US121082A US121082A US121082DA US121082A US 121082 A US121082 A US 121082A US 121082D A US121082D A US 121082DA US 121082 A US121082 A US 121082A
- Authority
- US
- United States
- Prior art keywords
- improvement
- pavements
- asphalt pavements
- coal
- tar
- 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
- 239000010426 asphalt Substances 0.000 title description 12
- 239000000203 mixture Substances 0.000 description 10
- 229940108066 Coal Tar Drugs 0.000 description 8
- 239000011280 coal tar Substances 0.000 description 8
- 239000004575 stone Substances 0.000 description 8
- 238000005096 rolling process Methods 0.000 description 6
- 239000004576 sand Substances 0.000 description 6
- 239000007787 solid Substances 0.000 description 6
- 239000010883 coal ash Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- -1 gravel Substances 0.000 description 4
- 239000011396 hydraulic cement Substances 0.000 description 4
- IOVCWXUNBOPUCH-UHFFFAOYSA-N nitrous acid Chemical compound ON=O IOVCWXUNBOPUCH-UHFFFAOYSA-N 0.000 description 4
- 238000004821 distillation Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 229920000591 gum Polymers 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000011269 tar Substances 0.000 description 2
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B35/00—Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products
- C04B35/515—Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products based on non-oxide ceramics
- C04B35/52—Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products based on non-oxide ceramics based on carbon, e.g. graphite
- C04B35/528—Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products based on non-oxide ceramics based on carbon, e.g. graphite obtained from carbonaceous particles with or without other non-organic components
- C04B35/532—Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products based on non-oxide ceramics based on carbon, e.g. graphite obtained from carbonaceous particles with or without other non-organic components containing a carbonisable binder
Definitions
- Nrrnn S'rA'rns FFIGE Nrrnn S'rA'rns FFIGE.
- My invention relates to an improved concrete composition for the construction of streets, pavements, roadways, floors, &c., and has for its object the production of a tougher, more solid, and durable surface for the same than is now commonly obtained in asphaltic pavements.
- This plastic concrete thus ob tained is spread in a hot state upon the foundation-bed to a depth of about one and ahalf inches, and then compressed and packed by means of rollers or tamping tools until it is not only condensed into a tough malleable body, but is closely united and cemented to the foundation beneath, forming therewith a firm solid roadway, possessing very great durability.
- This pavement is finished by mopping over its surface while yet warm with hot coal-tar from which the volatile elements have been expelled by distillation, sprinkling it with sand, and finally rolling it to a smooth even surface. So soon as the concrete thus prepared and laid. cools off it becomes hard and tough, so as to resist effectually the wear of the heaviest travel thereon.
- the foundation of broken stones is not required; but the concrete may be laid immediately upon a simple bed of earth, prepared and compacted by rolling and tamping, as hereinbefore set forth. In this case its depth is increased to some two inches.
- I claim as my invention A concrete composition for pavements and floors, composed of equal parts of sand, gravel, coal-ashes, pulverized stone, and marl, combined with about five per cent. of hydraulic cement,
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Road Paving Structures (AREA)
Description
Nrrnn S'rA'rns FFIGE.
IMPROVEMENT IN ASPHALT PAVEMENTS.
Specification forming part of Letters Patent No. 121,082, dated November 21, 1871.
To all whom it may concern:
Be it known that I, CORNELIUS BURLEw,,of the city of Washington, in the District of Columbia, have invented an Improvement in Asphalt Pavements, of which the following is a specification:
My invention relates to an improved concrete composition for the construction of streets, pavements, roadways, floors, &c., and has for its object the production of a tougher, more solid, and durable surface for the same than is now commonly obtained in asphaltic pavements.
To obtain a firm enduring street pavement a good foundation is a primal requisite. This I secure by first making the surface of the street or roadway, after it has been properly graded, as solid and compact as possible by continued heavy rolling or tamping. I then spread thereon a bed of broken stone or gravel to the depth of about five inches, and after sprinkling the same well with hot tar, roll with heavy rollers until the whole becomes thoroughly packed together and consolidated. U pon this hard foundation I spread my improved concrete composition, which is pre pared as follows:
Mix well equal parts .of clean sand, gravel, coal-ashes, pulverized stone or stone-dust, and marl with about five per cent. of good hydraulic cement. Heat this mass thoroughly, so as to expel all moisture therefrom, and then dampen it while hot and thoroughly incorporate therewith a solution composed of about fifteen gallons of roofers pitch or coal-tar bitumen, seven gallons of distilled coal-tar, three gallons of asphaltum, and a half pint of nitrous acid, and heated to about 185 Fahrenheit. This plastic concrete thus ob tained is spread in a hot state upon the foundation-bed to a depth of about one and ahalf inches, and then compressed and packed by means of rollers or tamping tools until it is not only condensed into a tough malleable body, but is closely united and cemented to the foundation beneath, forming therewith a firm solid roadway, possessing very great durability. This pavement is finished by mopping over its surface while yet warm with hot coal-tar from which the volatile elements have been expelled by distillation, sprinkling it with sand, and finally rolling it to a smooth even surface. So soon as the concrete thus prepared and laid. cools off it becomes hard and tough, so as to resist effectually the wear of the heaviest travel thereon.
In applying my improved composition to the construction of cellar floors, foot -pavements, or roads for parks or light travel, the foundation of broken stones is not required; but the concrete may be laid immediately upon a simple bed of earth, prepared and compacted by rolling and tamping, as hereinbefore set forth. In this case its depth is increased to some two inches.
I claim as my invention A concrete composition for pavements and floors, composed of equal parts of sand, gravel, coal-ashes, pulverized stone, and marl, combined with about five per cent. of hydraulic cement,
and saturated with the within-described solution of roofers pitch, coal-tar, gum asphaltum, and nitrous acid.
CORNELIUS BURLEW. Vitnesses:
DAVID A. BURR,
EW'ELL A. DICK. (110)
Publications (1)
Publication Number | Publication Date |
---|---|
US121082A true US121082A (en) | 1871-11-21 |
Family
ID=2190526
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US121082D Expired - Lifetime US121082A (en) | Improvement in asphalt pavements |
Country Status (1)
Country | Link |
---|---|
US (1) | US121082A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3994610A (en) * | 1974-01-17 | 1976-11-30 | Phillips Petroleum Company | Skid resistance of asphalt surface roads |
-
0
- US US121082D patent/US121082A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3994610A (en) * | 1974-01-17 | 1976-11-30 | Phillips Petroleum Company | Skid resistance of asphalt surface roads |
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