US184817A - Improvement in pavements - Google Patents
Improvement in pavements Download PDFInfo
- Publication number
- US184817A US184817A US184817DA US184817A US 184817 A US184817 A US 184817A US 184817D A US184817D A US 184817DA US 184817 A US184817 A US 184817A
- Authority
- US
- United States
- Prior art keywords
- bars
- pavements
- pavement
- macadam
- transverse
- 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
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 16
- 229910052742 iron Inorganic materials 0.000 description 8
- 210000001503 Joints Anatomy 0.000 description 4
- 239000002184 metal Substances 0.000 description 4
- 229910052751 metal Inorganic materials 0.000 description 4
- 210000000003 Hoof Anatomy 0.000 description 2
- 206010022114 Injury Diseases 0.000 description 2
- 241001465754 Metazoa Species 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
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
- E01C5/00—Pavings made of prefabricated single units
- E01C5/20—Pavings made of prefabricated single units made of units of plastics, e.g. concrete with plastics, linoleum
Definitions
- the invention' relates to an iron frame having open chambers of considerable size adapted to receive macadam or its equivalent, and consists in a subsurface grate, the transverse bars of which are constructed with roughened or indented heads or top flanges, flush with the surface of the street.
- the filling of macadam forms the main part of the pavement, and the frame acts as a lateral support to the filling.
- the heads or top flanges prevent the street from being cut into ruts, while the longitudinal bars, being covered by the filling material, do not cause the slipping of thefeet of animals longitudinally, as the feet either straddle the transverse bars or rest on the filling.
- Figure l is an ,isometric perspective view of the pavement.
- Fig. 2 is a longitudinal section.
- Fig. 3 is a transverse section.
- a A are the transverse bars of the framethat is to say, the bars running cross-wise of the streetand O O are the longitudinal bars.
- the transverse bars have caps B B, of sufficient strength to sustain the jarring of the wheels without injury, and these caps have projections or knobs b, to prevent the transverse slip of the wheels or the horses hoofs thereon.
- the frame A O is intended only as a lateral support to the macadam or gravel with which the cavities are filled, and the macadam itself forms the main portion of the pavement proper, and projects above the frame A O.
- the caps B may be even with the surface of the macadam, and serve to give partial support to the wheels; but the cavities between the bars are so large that the horses feet would at all times rest partly or wholly on the macadam.
- the main purpose of thecaps or bars B isto overcome the tendency of the wheels to cut the street into ruts. When the pavement and the foundation or subpavement, and so the evil action is accelerated.
- the frame-sections may be made two and a half feet, more or less, in width.
- My preferred manner of laying down this pavement is, to first make a solid foundation, if it is not already present, and lay a transverse course of the sections from side to side of the street. In this course the sections are placed in close contact with the projections G, entering the cavities H, so as to hold them firmly in their proper relative positions. When the frame-sections are in position, the cavities between the bars A and (J are rammed with macadam or gravel. The next transverse course is laid with the joints between sections opposite the middle of the sections in the course adjoining, so as to break joints.
- transverse courses should be close together, but they may be separated the distance of the caps B apart, and this space filled. in with gravel or macadam, the same as the other spaces or cavities.
- My pavement is not dangerous, because the surface is mostly of macadam or gravel, and the caps B are notched on the upper surface. Considering its durability, it forms a very cheap pavement, and its cost is not so great as to interfere materially with its adoption, because the bars of metal are so far apart that the weight of metal required is not a matter of reasonable objection. MW
- the subsurface grate A O the transverse bars A of which are constructed with roughened or indented-heads or top flanges B, flush with the surface of the street.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Description
C. R. ANDERSON.
PAVEMENT.
Patented Nov. 28.1876.
VIII/f ATTEST:
THEGRAPNIC C0.N.Y
CHARLES R. ANDERSON, or ST. LOUIS, MISSOURI.
IMPROVEMENT IN PAVEMENTS.
Specification formin g part of Letters Patent N 0. 184,817, dated November 28, 1876; application filed January 26, 1875.
To all whom it may concern:
Be it known that I, CHARLES R. ANDER- SON, of St. Louis, St. Louis county, State of Missouri, have invented a certain new and useful Improvement in Pavements, of which the following is a specification:
The invention'relates to an iron frame having open chambers of considerable size adapted to receive macadam or its equivalent, and consists in a subsurface grate, the transverse bars of which are constructed with roughened or indented heads or top flanges, flush with the surface of the street. The filling of macadam forms the main part of the pavement, and the frame acts as a lateral support to the filling. The heads or top flanges prevent the street from being cut into ruts, while the longitudinal bars, being covered by the filling material, do not cause the slipping of thefeet of animals longitudinally, as the feet either straddle the transverse bars or rest on the filling.
In the drawings, Figure l is an ,isometric perspective view of the pavement. Fig. 2 is a longitudinal section. Fig. 3 is a transverse section.
A A are the transverse bars of the framethat is to say, the bars running cross-wise of the streetand O O are the longitudinal bars. The transverse bars have caps B B, of sufficient strength to sustain the jarring of the wheels without injury, and these caps have projections or knobs b, to prevent the transverse slip of the wheels or the horses hoofs thereon. The frame A O is intended only as a lateral support to the macadam or gravel with which the cavities are filled, and the macadam itself forms the main portion of the pavement proper, and projects above the frame A O.
The caps B may be even with the surface of the macadam, and serve to give partial support to the wheels; but the cavities between the bars are so large that the horses feet would at all times rest partly or wholly on the macadam. The main purpose of thecaps or bars B isto overcome the tendency of the wheels to cut the street into ruts. When the pavement and the foundation or subpavement, and so the evil action is accelerated.
The frame-sections may be made two and a half feet, more or less, in width.
My preferred manner of laying down this pavement is, to first make a solid foundation, if it is not already present, and lay a transverse course of the sections from side to side of the street. In this course the sections are placed in close contact with the projections G, entering the cavities H, so as to hold them firmly in their proper relative positions. When the frame-sections are in position, the cavities between the bars A and (J are rammed with macadam or gravel. The next transverse course is laid with the joints between sections opposite the middle of the sections in the course adjoining, so as to break joints.
It is not necessary that the transverse courses should be close together, but they may be separated the distance of the caps B apart, and this space filled. in with gravel or macadam, the same as the other spaces or cavities.
I propose, generally, to lay my pavement upon streets which have been already macadamized, and in such case it is only necessary to even off the surface and lower it, if required. Thus no additional expense would be incurred in making a special foundation, but that already there and consolidated by travel would be brought into requisition.
I am aware that iron pavements, consisting of .cross ortrellised bars placed so near together as to give sole support to the foot of the horse, have been befor e used, and I do not claim, broadly, a pavement composed of iron frames or sections. These pavements have been found dangerous, or expensive, or both. They are dangerous, because the surface wears smooth, and horses and pedestrians slip thereon. They are expensive, because of the weight of iron required to give the necessary strength and close surface-bearing; and, con sequently, these pavements have been very generally or wholly discarded.
My pavement is not dangerous, because the surface is mostly of macadam or gravel, and the caps B are notched on the upper surface. Considering its durability, it forms a very cheap pavement, and its cost is not so great as to interfere materially with its adoption, because the bars of metal are so far apart that the weight of metal required is not a matter of reasonable objection. MW
Having thus described my invention, the following is what I claim as new and desire to secure by Letters Patent:
The subsurface grate A O, the transverse bars A of which are constructed with roughened or indented-heads or top flanges B, flush with the surface of the street. CHARLES R. ANDERSON.
Witnesses:
Sum. KNIGHT, ROBERT BURNS.
Publications (1)
Publication Number | Publication Date |
---|---|
US184817A true US184817A (en) | 1876-11-28 |
Family
ID=2254222
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US184817D Expired - Lifetime US184817A (en) | Improvement in pavements |
Country Status (1)
Country | Link |
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US (1) | US184817A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5036639A (en) * | 1989-05-05 | 1991-08-06 | Rheinhold & Mahla Gmbh | Plate for false floors |
US20050039653A1 (en) * | 2003-08-21 | 2005-02-24 | D'agostini Mark Daniel | Oxygen-enriched co-firing of secondary fuels in slagging cyclone combustors |
US20050039654A1 (en) * | 2003-08-21 | 2005-02-24 | D'agostini Mark Daniel | Selective oxygen enrichment in slagging cyclone combustors |
US20050098704A1 (en) * | 2002-07-12 | 2005-05-12 | Martin Bucknell | Paving system |
US20110178177A1 (en) * | 2008-09-27 | 2011-07-21 | Taraxos Inc. | Topical formulations for treatment of neuropathy |
-
0
- US US184817D patent/US184817A/en not_active Expired - Lifetime
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5036639A (en) * | 1989-05-05 | 1991-08-06 | Rheinhold & Mahla Gmbh | Plate for false floors |
US20050098704A1 (en) * | 2002-07-12 | 2005-05-12 | Martin Bucknell | Paving system |
US7000884B2 (en) * | 2002-07-12 | 2006-02-21 | Martin Bucknell | Paving system |
US20050039653A1 (en) * | 2003-08-21 | 2005-02-24 | D'agostini Mark Daniel | Oxygen-enriched co-firing of secondary fuels in slagging cyclone combustors |
US20050039654A1 (en) * | 2003-08-21 | 2005-02-24 | D'agostini Mark Daniel | Selective oxygen enrichment in slagging cyclone combustors |
US20110178177A1 (en) * | 2008-09-27 | 2011-07-21 | Taraxos Inc. | Topical formulations for treatment of neuropathy |
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