US705803A - Asphaltic paving mixture or composition. - Google Patents
Asphaltic paving mixture or composition. Download PDFInfo
- Publication number
- US705803A US705803A US7223001A US1901072230A US705803A US 705803 A US705803 A US 705803A US 7223001 A US7223001 A US 7223001A US 1901072230 A US1901072230 A US 1901072230A US 705803 A US705803 A US 705803A
- Authority
- US
- United States
- Prior art keywords
- composition
- copper
- asphaltic
- mixture
- per centum
- 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
- 239000000203 mixture Substances 0.000 title description 34
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 16
- 239000010949 copper Substances 0.000 description 16
- 229910052802 copper Inorganic materials 0.000 description 16
- 239000004568 cement Substances 0.000 description 12
- 239000000463 material Substances 0.000 description 10
- 239000011435 rock Substances 0.000 description 10
- 239000004576 sand Substances 0.000 description 5
- 239000000428 dust Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000010426 asphalt Substances 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 241001274613 Corvus frugilegus Species 0.000 description 1
- 235000019738 Limestone Nutrition 0.000 description 1
- 238000003831 Wilkinson decarbonylation reaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000004907 flux Effects 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000003208 petroleum Substances 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 238000009827 uniform distribution Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L95/00—Compositions of bituminous materials, e.g. asphalt, tar, pitch
Definitions
- VALTER S. .WILKINSON OF BALTIMORE, MARYLAND, AND CHARLES H. BURCHINAL, OF PITTSBURG, PENNSYLVANIA.
- Our invention relates to bituminous paving or pavement mixtures or compositions.
- bituminous paving or pavement mixtures or compositions Prior to our invention bituminous paving or pavement mixtures or compositions have been commonly made from crushed rock,sand, and other calcareous or non-calcareous materials mixed in suitable quantities with an asphaltic cement, usually an asphaltic compound, containing, say, from ten per centum to fifteen per centum of residuum of petroleum or other flux mixed while heated, the entire mixture being afterward tamped, rolled, or compressed for use.
- asphaltic cement usually an asphaltic compound, containing, say, from ten per centum to fifteen per centum of residuum of petroleum or other flux mixed while heated, the entire mixture being afterward tamped, rolled, or compressed for use.
- proportions or some of them may vary according to circumstaucessuch, for instance, as the maximum coarseness and grading of the stony material and the character of the asphalt employed in making the cement.
- the coarser stony material requires less cement, and the cement must contain more asphalt when Trinidad or other asphalts containing a relatively large proportion of earthy matter are employed.
- This mixture is preferably made while all the materials are in a heated condition, say, from 250 to 350 Fahrenheit, and preferably after the asphaltic cement has been freed in usual manner from any water that may have been contained in it. After having been thoroughly mixed and while still in a heated condition the mass is tamped, rolled, or compressed in usual manner and with usual appliances, after which it is cooled or permitted to cool, when it is ready for use.
- An asphaltic or bituminous paving or pavement mixture or composition containing in accordance with our invention a relatively small per centum of copper produces a pavement that will outwear any heretofore known to us.
- copper sands are obtainable in the vicinities of the conglomeraterock copper-mines and contain a fairly-uniform distribution of copper varying in quantity ordinarily from three-quar-- ters of one per centum to one and one-half per centum.
- the copper sands are better and more economical to use than copper otherwise introduced into the mixture or composition, as we believe, because the particles of copper are more firmly held in position to resist wear by the surrounding rock than when mixed With and held by the asphaltic cement.
- An asphaltic paving or pavement mixture or composition consisting of crushed conglomerate rook bearing one-half of one per centum to one and one-half per centum of native copper; fines; and an asphaltic cement.
- a paving block or tile made from crushed conglomerate rock bearing from one-half of one per centum to one and one-half per centum of native copper, calcareous fines of substantially the condition of an impalpable powder, and an asphaltic cement.
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Health & Medical Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Medicinal Chemistry (AREA)
- Polymers & Plastics (AREA)
- Organic Chemistry (AREA)
- Road Paving Structures (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
to the life of the pavement.
UNITED STATES PATENT OFFICE.
VALTER S. .WILKINSON, OF BALTIMORE, MARYLAND, AND CHARLES H. BURCHINAL, OF PITTSBURG, PENNSYLVANIA.
ASPHALTIC PAVING MIXTURE OR COMPOSITION.
SPECIFICATION formingpart of Letters Patent No. 705,803, dated July 29, 1902.
Application filed August 16, 1901. $erial No. 72,230. (No specimens.)
To all whom it may concern.-
Be it known that we, WVALTER S. WILKIN- SON, residing at Baltimore, in the State of Maryland, and CHARLES H. BUROHINAL, residing at Pittsburg, in the county of Allegheny and State of Pennsylvania, citizens of the United States, have invented an Improvement in Asphaltic Paving Mixture or Composition, of which the following is a specification.
Our invention relates to bituminous paving or pavement mixtures or compositions.
Prior to our invention bituminous paving or pavement mixtures or compositions have been commonly made from crushed rock,sand, and other calcareous or non-calcareous materials mixed in suitable quantities with an asphaltic cement, usually an asphaltic compound, containing, say, from ten per centum to fifteen per centum of residuum of petroleum or other flux mixed while heated, the entire mixture being afterward tamped, rolled, or compressed for use. Such paving or pavement mixtures or compositions being well known in the markets of the present day and their construction and mode of manufacture being thoroughly understood by those skilled in the art, no further description thereof is required herein.
In our efforts to provide a bituminous paving or pavement mixture or composition that would be more durable and more permanent than any yet produced we have discovered that a small percentage of comminuted copper if properly distributed throughout the mass of mixture or composition adds greatly We have found one-half of one per centum to three per centum of copper to produce excellent results.
If the conditions require the use of a larger proportion of dust or fines than results from the crushing of the rock itself or than is fou nd mixed with the iinely-comminuted rock or sand, such dust or fines in desired quantity may be supplied from other sources and would be perhaps most suitably of a calcareous nature. This crushed rock or sand, copper,
' and limestone or other dust or fines are or may be mixed in usual manner with an asphaltic compound or cement such as now commonly known in the art. \Ve have found the following to produce excellent results under average conditionsnamely, body material of crushed rock, sand, or stony material, sixty per centum to seventy-one per centum in weight of the whole; comminuted copper, one -half of one per centum to three per centum of such body material; calcareous or other dust or fines, fifteen per centum to twentydive per centum of the whole, and asphaltic cement, ten per centum to twenty per centum of the whole. These proportions or some of them may vary according to circumstaucessuch, for instance, as the maximum coarseness and grading of the stony material and the character of the asphalt employed in making the cement. The coarser stony materialrequires less cement, and the cement must contain more asphalt when Trinidad or other asphalts containing a relatively large proportion of earthy matter are employed. This mixture is preferably made while all the materials are in a heated condition, say, from 250 to 350 Fahrenheit, and preferably after the asphaltic cement has been freed in usual manner from any water that may have been contained in it. After having been thoroughly mixed and while still in a heated condition the mass is tamped, rolled, or compressed in usual manner and with usual appliances, after which it is cooled or permitted to cool, when it is ready for use.
An asphaltic or bituminous paving or pavement mixture or composition containing in accordance with our invention a relatively small per centum of copper produces a pavement that will outwear any heretofore known to us.
We have found the copper to be most conveniently and economically introduced into the mixture or composition by employing a crushed and partly-pulverized conglomerate rock containing native copper-and commonly known as copper sands. Such copper sands are obtainable in the vicinities of the conglomeraterock copper-mines and contain a fairly-uniform distribution of copper varying in quantity ordinarily from three-quar-- ters of one per centum to one and one-half per centum.
The copper sands are better and more economical to use than copper otherwise introduced into the mixture or composition, as we believe, because the particles of copper are more firmly held in position to resist wear by the surrounding rock than when mixed With and held by the asphaltic cement.
Obviously the materials and the mode of manufacturing or manipulating the same in the production of a paving or pavement mixture or composition may be varied as required or suggested by those skilled in the art to which our invention relates and to suit the varying conditions and requirements of use.
Having described our invention and without limiting ourselves to details, what we claim, and desire to secure by Letters Patent, 1s-- 1. A bituminous paving or pavement mixture or composition wherein the body material is crushed rock or sand, said mixture or composition containing a small percentage of comminuted copper in amount not exceeding three per cent. of the body material, and a bituminous cement.
2. An asphaltic paving or pavement mixture or composition wherein the body material is crushed conglomerate rock bearing a small percentage of copper; and an asphaltic cement.
3. An asphaltic paving or pavement mixture or composition consisting of crushed conglomerate rook bearing one-half of one per centum to one and one-half per centum of native copper; fines; and an asphaltic cement.
4. As anew article of manufacture, a paving block or tile made from crushed conglomerate rock bearing from one-half of one per centum to one and one-half per centum of native copper, calcareous fines of substantially the condition of an impalpable powder, and an asphaltic cement.
In testimony whereof we have signed our names to this specification in the presence of two subscribing witnesses.
' WALTER S. WILKINSON.
CHARLES H. BURCHINAL. Witnesses:
FREDERICK L. EMERY, W. V. BURNS.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US7223001A US705803A (en) | 1901-08-16 | 1901-08-16 | Asphaltic paving mixture or composition. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US7223001A US705803A (en) | 1901-08-16 | 1901-08-16 | Asphaltic paving mixture or composition. |
Publications (1)
Publication Number | Publication Date |
---|---|
US705803A true US705803A (en) | 1902-07-29 |
Family
ID=2774333
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US7223001A Expired - Lifetime US705803A (en) | 1901-08-16 | 1901-08-16 | Asphaltic paving mixture or composition. |
Country Status (1)
Country | Link |
---|---|
US (1) | US705803A (en) |
-
1901
- 1901-08-16 US US7223001A patent/US705803A/en not_active Expired - Lifetime
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