US510233A - Method of making concrete pavements - Google Patents
Method of making concrete pavements Download PDFInfo
- Publication number
- US510233A US510233A US510233DA US510233A US 510233 A US510233 A US 510233A US 510233D A US510233D A US 510233DA US 510233 A US510233 A US 510233A
- Authority
- US
- United States
- Prior art keywords
- excavation
- pavements
- pavement
- concrete pavements
- 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
- 239000004567 concrete Substances 0.000 title description 7
- 238000004519 manufacturing process Methods 0.000 title description 3
- 238000009412 basement excavation Methods 0.000 description 12
- 238000000034 method Methods 0.000 description 8
- 239000004568 cement Substances 0.000 description 3
- 238000009738 saturating Methods 0.000 description 3
- 238000012856 packing Methods 0.000 description 2
- 239000003208 petroleum Substances 0.000 description 2
- 229920006395 saturated elastomer Polymers 0.000 description 2
- 239000011398 Portland cement Substances 0.000 description 1
- 239000012267 brine Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000004040 coloring Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 238000009877 rendering Methods 0.000 description 1
- HPALAKNZSZLMCH-UHFFFAOYSA-M sodium;chloride;hydrate Chemical compound O.[Na+].[Cl-] HPALAKNZSZLMCH-UHFFFAOYSA-M 0.000 description 1
Images
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
- E01C11/00—Details of pavings
- E01C11/005—Methods or materials for repairing pavings
Definitions
- FIG 2* is a diagrammatic representation of FIG. 1
- ro My invention comprises a novel method of f constructing non freezing concrete pavements, sidewalks, roadways, &c., the princi ⁇ pal steps in this method being shown in the accompanying drawings, in whichi 5 Figure l is a cross section of an excavation within which the base of a pavement is to be laid. Fig. 2 is a similar section of' a complete pavement.
- the first or lower coat of oil B performs an important part in preservingthe pavement, as it renders it impossible for frost to penetrate the base of the structure.
- the excavation A may be two or three feet deep, and the filling rammed therein may be made of rubble instead of gravel.
- the 7o .cement coating D may be mixed with a coloring medium, so as to add to the finished appearance of the pavement.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Description
(No Model.)
(1.11. 131111110011. METHOD 0E MAKING CONCRETE PAVEMENTS. No. 510,233.
Patented Dec. 5, 1893.l
FIG 2*.
buren tor. fr? 4. fai/fm@ i NITED STATES GEORGE A. BEDGOOD,
PATENT OFFICE.
METHOD OF MAKING CON-CRETE PAVEMENTS.
SPECIFICATION forming part of Letters Patent No. 510,233, dated December 5, 1893.
Application filed .T une 29, 1893. Serial No. 479,165. (No model.)
To aZZ whom/.it may concern:
Be it known that I, GEORGE A. BEDGooD, a citizen of the United States, residing at Cincinnati, in the county of Hamilton and State of Ohio, have invented certain new and useful Improvementsin Methods of' Making Concrete Pavements; and I do hereby declare the following to be a full, clear, and exact description of the invention.
ro My invention comprises a novel method of f constructing non freezing concrete pavements, sidewalks, roadways, &c., the princi` pal steps in this method being shown in the accompanying drawings, in whichi 5 Figure l is a cross section of an excavation within which the base of a pavement is to be laid. Fig. 2 is a similar section of' a complete pavement.
In order to illustrate my method of making zo pavements, I will suppose that a sidewalk is to be constructed, in which event the first step will be the digging of an excavation A,
of the same length and width as the pavement, and of any suitable depth. The dis- 2 5 tance the excavation is carried down will be determined by the nature of the ground, but need not exceed six or eight inches, unless the sidewalk is to be laid where frost penetrates a great way. After the'excavation is 3o made, its bottom is 4thoroughly saturated with oil, as indicated at B, crude petroleum being preferred on account of its cheapness, although the invention is not limited in this respect. The oil is poured into the trench without preparing t-he latter in any manner, so as to preserve a natural foundation for the pavement, which base cannot be injured by frost. The next step consists in filling the trench or excavation almost full of a con- 4o crete or grouting O, prepared as follows: I-
has hardened, I ram it very thoroughly, so as to produce an even, upper surface, which ramming causes some oil to lwork up through the interstices of said filling. The concrete 5o O is now covered with a finishing layer of cement 'mixed with the above-described brine, which last coatD may be two or three inches thick. Portland cement is generally used for this finishing coat, and when it is dried, the pavement is saturated with as much crude petroleum as it will absorb. This act completes the method of construction, and af'- fords a safe pavement to walk upon, as the final coat of oil prevents frost and ice form- 6o ing on the wearing surface D, and rendering it slippery.
The first or lower coat of oil B performs an important part in preservingthe pavement, as it renders it impossible for frost to penetrate the base of the structure.
In preparing roadways for heavy traffic, the excavation A may be two or three feet deep, and the filling rammed therein may be made of rubble instead of gravel.` Finally,4 the 7o .cement coating D may be mixed with a coloring medium, so as to add to the finished appearance of the pavement.
I claim as my invention--V l. The Within-described ymethod of laying pavements &c., which method consists in making an excavation in the ground, then saturating the bottom of said excavation Vwith oil, and finally packing said excavation with a concrete filling, for the purpose stated. 8o
2. The Within-described method ot laying pavements o., which method consists in making an excavation in the ground, then saturating the bottom of said excavation with oil, then packing said excavation with a con- 85 crete iilling, then covering this filling with a cement coat, and finally saturating said coat with oil, for the purpose stated.
In testimony whereof I aiix my signature in presence of two witnesses.
GEORGE A. BEDGOOD. Witnesses:
JAMES H. LAYMAN, HENRY VARwIe.
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US510233A true US510233A (en) | 1893-12-05 |
Family
ID=2579061
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US510233D Expired - Lifetime US510233A (en) | Method of making concrete pavements |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US510233A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5964549A (en) * | 1997-08-20 | 1999-10-12 | Kansas Department Of Transportation | Structural beam for crack repair |
-
0
- US US510233D patent/US510233A/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5964549A (en) * | 1997-08-20 | 1999-10-12 | Kansas Department Of Transportation | Structural beam for crack repair |
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