US179831A - Improvement in concrete pavements - Google Patents
Improvement in concrete pavements Download PDFInfo
- Publication number
- US179831A US179831A US179831DA US179831A US 179831 A US179831 A US 179831A US 179831D A US179831D A US 179831DA US 179831 A US179831 A US 179831A
- Authority
- US
- United States
- Prior art keywords
- tar
- concrete
- coal
- improvement
- concrete pavements
- 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
- KHPCPRHQVVSZAH-HUOMCSJISA-N Rosin Natural products O(C/C=C/c1ccccc1)[C@H]1[C@H](O)[C@@H](O)[C@@H](O)[C@@H](CO)O1 KHPCPRHQVVSZAH-HUOMCSJISA-N 0.000 description 12
- 229940108066 Coal Tar Drugs 0.000 description 10
- 239000010426 asphalt Substances 0.000 description 10
- 239000011280 coal tar Substances 0.000 description 10
- 239000011294 coal tar pitch Substances 0.000 description 10
- 150000001875 compounds Chemical class 0.000 description 10
- 239000000295 fuel oil Substances 0.000 description 6
- 239000003208 petroleum Substances 0.000 description 6
- 239000011269 tar Substances 0.000 description 6
- 239000000463 material Substances 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- 239000004575 stone Substances 0.000 description 4
- 235000002918 Fraxinus excelsior Nutrition 0.000 description 2
- 206010022114 Injury Diseases 0.000 description 2
- 239000002956 ash Substances 0.000 description 2
- 239000000470 constituent Substances 0.000 description 2
- 230000002542 deteriorative Effects 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 239000004615 ingredient Substances 0.000 description 2
- 238000004642 transportation engineering Methods 0.000 description 2
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
- E01C3/00—Foundations for pavings
- E01C3/06—Methods or arrangements for protecting foundations from destructive influences of moisture, frost or vibration
Definitions
- This difficulty I have obviated by applying to a pavement composed of a concrete containing coal-tar or coal-tar pitch a protecting layer of native bitumen or asphaltum, or a compound made of native bitumen, or asphaltum, or rosin, and of the heavy oil or residuum of petroleum or candle-tar, to which may also be added sand, ashes, broken stones, or equivalent material;
- My compound is prepared by fusing bitumen or rosin together with a suitable quantity of the heavy oil or residuum of petroleum or candle-tar.
- my compound hardens, and itcan be easily put up in barrels for convenient transportation.
- the barrels are broken up, the compound is heated, and it can be readily spread on the concrete.
- the protecting layer being composed of materials-almost entirely free from volatile constituents, is not liable to deteriorate by the influence of the atmosphere, and it serve' s'to protect the foundation of inferior concrete against the deteriorating influence of the atmosphere.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Description
CYRUS M, WARREN, OF BROOKLINE, MASSACHUSETTS.
IMPROVEMENT IN CONCRETE PAVEMENTS.
Specification forming part of Letters Patent No. 179,831, dated July 11, 1876; application filed J anuary 11, 1876.
To all whom it may concern:
Be it known that I, CYRUS MQWARREN, of
rosin and the tarry residuum or heavy oil of petroleum or candle-tar.
Concrete composed principally of coal-tar or coal-tar pitch and sand, broken stone, or
equivalent, has been used for a long time as a pavement, and the utilization of such concrete is very desirable, on account of its low cost. Pavements made't'rom such concrete, howevei, very soon deteriorate. The volatile matters, largely mixed with coal-tar or coal-tar pitch, evaporate by the influence of the atmosphere, and the concrete becomes brittle, and in a short time the pavement is full of cracks and holes.
This difficulty I have obviated by applying to a pavement composed of a concrete containing coal-tar or coal-tar pitch a protecting layer of native bitumen or asphaltum, or a compound made of native bitumen, or asphaltum, or rosin, and of the heavy oil or residuum of petroleum or candle-tar, to which may also be added sand, ashes, broken stones, or equivalent material;
In the preparation of this compound I have selected ingredients which are free, or nearly so, of volatile matter, and which at the same time can be obtained at a low cost.
My compound is prepared by fusing bitumen or rosin together with a suitable quantity of the heavy oil or residuum of petroleum or candle-tar. When cold my compound hardens, and itcan be easily put up in barrels for convenient transportation. When it is to be used the barrels are broken up, the compound is heated, and it can be readily spread on the concrete.
By applying this protecting layer to a concrete'pavement containing coal-tar or coal-tar pitch the following desirable objects are attained: first, increased durability without much additional cost second,inereased solidity when new,admitting of immediate-use without injury and without the liability to crack and crumble to dust when old or during the prevalence of cold weather; third, the continued utilization,
of coal-tar and coal-tar pitch as a paving material of a low cost, but under improved eondit1ons,wh1ch ett'ectually overcome the wellknown objections to its use as now employed.-
The protecting layer, being composed of materials-almost entirely free from volatile constituents, is not liable to deteriorate by the influence of the atmosphere, and it serve' s'to protect the foundation of inferior concrete against the deteriorating influence of the atmosphere.
A pavement-can thus be produced which is I equal in durability to a pavement composed day of January, 1876.
CYRUS M. WARREN. [L. s.] Witnesses:
W. HAUFF,
E. FJKASTENHUBER.
Publications (1)
Publication Number | Publication Date |
---|---|
US179831A true US179831A (en) | 1876-07-11 |
Family
ID=2249237
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US179831D Expired - Lifetime US179831A (en) | Improvement in concrete pavements |
Country Status (1)
Country | Link |
---|---|
US (1) | US179831A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6387175B1 (en) | 2000-10-05 | 2002-05-14 | Bethlehem Steel Corporation | Roadway base intermediate, roadway base, and methods of manufacture |
-
0
- US US179831D patent/US179831A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6387175B1 (en) | 2000-10-05 | 2002-05-14 | Bethlehem Steel Corporation | Roadway base intermediate, roadway base, and methods of manufacture |
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