US184817A - Improvement in pavements - Google Patents

Improvement in pavements Download PDF

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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
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Prior art keywords
bars
pavements
pavement
macadam
transverse
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00Pavings made of prefabricated single units
    • E01C5/20Pavings 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.

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  • 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.
US184817D Improvement in pavements Expired - Lifetime US184817A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
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

Cited By (6)

* Cited by examiner, † Cited by third party
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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