Nothing Special   »   [go: up one dir, main page]

US168805A - Improvement in brick pavements - Google Patents

Improvement in brick pavements Download PDF

Info

Publication number
US168805A
US168805A US168805DA US168805A US 168805 A US168805 A US 168805A US 168805D A US168805D A US 168805DA US 168805 A US168805 A US 168805A
Authority
US
United States
Prior art keywords
bricks
laid
brick
spaces
composition
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
Application number
Publication date
Application granted granted Critical
Publication of US168805A publication Critical patent/US168805A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E01C3/00Foundations for pavings
    • E01C3/006Foundations for pavings made of prefabricated single units

Definitions

  • My invention consists in a pavement, the
  • base or substructure of which is composed of bricks laid with intervening spaces, cells, or recesses between them for the top dressing to flow or settle into to form a union between them, and with interposed sand, gravel, or concrete between them, and a composition covering to form the surface-way and finish.
  • the earth upon which the pavement is to be laid should be first rolled or rammed to make it solid, and over this is placed a thin layer of sand, so as to bed in the bricks in good order.
  • the bricks are represented as laid flatwise, and when two courses of bricks are used the under one is laid flatwise, and the upper one edgewise, with intervening spaces 0 between the bricks of the latter course, to be filled with sand, gravel, broken stone, or concrete, and said upper course is laid diagonal across the under one, by preference.
  • the upper course is laid in lines at right angles to the line of roadway, with intervening spaces between the coursesof bricks to be filled, as above mentioned.
  • the bricks are represented as set upon their 'ends, and in a single course, with intervening spaces to be filled, as above stated.
  • E as seen in Fig.
  • the bricks are shown as in a single course, set upon their edges, and with intervening spaces between them to be filled as stated above.
  • the bricks are shown in edgewise courses alternating with flatwise courses, and a filling of broken stone, sand, gravel, or concrete, or mixtures thereof, between the edgewise bricks and upon the flatwise course.
  • the same general plan as that seen at F is shown, except that, instead of alternating the flat and upright bricks, the latter are at greater distances apart, leaving an enlarged space or cell for the reception of the filling.
  • the bricks are represented in single course-laid or set upon their edges, so as to leave spaces between them for the filling.
  • the foundation or substructure is made of brick, with intervening spaces between them for the reception of broken stone, sand, gravel, or concrete, vor mixtures thereof.
  • the spaces in example H instead of being continuous, alternate with the bricks, the latter being laid in lap-joint, as seen in Fig. 1.
  • the bricks are to be well settled down, and the filling compactly put in, so as to form a solid foundation or substructure.
  • the brick previous to being laid I treat as follows: First, I make a composition of about ninety parts of coal-tar pitch, four parts of kerosene or dead-oil, four parts of unslaked lime, and two parts of sulphur, not, however, confining myself to these precise ingredients or proportions, as other compositions in which coal-tar pitch is the predominating constituent may be used. This composition is heated up to a boiling point or thereabout, and the hard-burned bricks I propose to use are placed in it, and remain therein until thoroughly saturated with the composition.
  • the bricks should be taken from the kiln in and add clean sharp sand until the composition is of the consistency of stiff mortar.
  • pitch and coal-tar having been laid upon the brick foundation, and well-rammed or rolled, then the top or finishing course 0 of the composition above described,about one inch thick, is evenly spread down, and a heavy roller run over it until it is evenly and regularly packed down, and in a few hours it may be driven over.
  • a concrete top dressing composed of coal-tar pitch, dead-oil orcoal-tar, unslaked lime, sulphur, and broken stone, gravel, or sand, prepared and applied substantially as herein described and represented.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Description

. H m. new. Brick Pavement.
Patented Oct. 11, 1875.
gfgmmi UNITED STATES PATENT OFFICE.
HENRY M. STOW, OF SAN FRANCISCO, CALIFORNIA.
IMPROVEMENT IN BRICK PAVEMENTS.
Specification forming part of Letters Patent No. 168,805, dated October 11, 1875 application filed July 20, 1575.
To all whom it may concern:
Be it known that I, HENRYM. Srow, of San Francisco, in the county of San Francisco and State of California, have invented certain new and useful Improvements in Pavements for Road or Carriage Ways; and I do hereby declare thefollowing to be a full, clear, and exact description of the same, reference being had to the accompanying drawings making a part of this specification, in which- Figure 1 represents, in perspective, a portion of the pavement, partially completed and partially uncovered, so as to show the materialof and the manner of preparing the foundation. Fig. 2 represents a longitudinal vertical section taken through the plan, as shown in Fig. 1.
My invention consists in a pavement, the
. base or substructure of which is composed of bricks laid with intervening spaces, cells, or recesses between them for the top dressing to flow or settle into to form a union between them, and with interposed sand, gravel, or concrete between them, and a composition covering to form the surface-way and finish.
To enable those skilled in the art to make and use my invention, I will proceed to descrlbe thesame, with reference to the drawlngs, which show the several forms in which I can apply and use my invention.
The earth upon which the pavement is to be laid should be first rolled or rammed to make it solid, and over this is placed a thin layer of sand, so as to bed in the bricks in good order. Upon this foundation, or upon any other, more or less elaborate and expensive one, I place or lay bricks a in any of the forms-flatwise, edgewise, endwise, or portions of each-in which bricks are or can be laid or embedded, so as to leave spaces, cells, or recesses between, to better hold the top dressing by allowing it to flow or settle into such spaces, cells, or recesses, examples of which are shown as follows:
At B the bricks are represented as laid flatwise, and when two courses of bricks are used the under one is laid flatwise, and the upper one edgewise, with intervening spaces 0 between the bricks of the latter course, to be filled with sand, gravel, broken stone, or concrete, and said upper course is laid diagonal across the under one, by preference. At 0 the upper course is laid in lines at right angles to the line of roadway, with intervening spaces between the coursesof bricks to be filled, as above mentioned. At D, as seen in Fig. 2, the bricks are represented as set upon their 'ends, and in a single course, with intervening spaces to be filled, as above stated. At E, as seen in Fig. 2, the bricks are shown as in a single course, set upon their edges, and with intervening spaces between them to be filled as stated above. At F the bricks are shown in edgewise courses alternating with flatwise courses, and a filling of broken stone, sand, gravel, or concrete, or mixtures thereof, between the edgewise bricks and upon the flatwise course. At G the same general plan as that seen at F is shown, except that, instead of alternating the flat and upright bricks, the latter are at greater distances apart, leaving an enlarged space or cell for the reception of the filling. At H the bricks are represented in single course-laid or set upon their edges, so as to leave spaces between them for the filling. V
In all of these examples the foundation or substructure is made of brick, with intervening spaces between them for the reception of broken stone, sand, gravel, or concrete, vor mixtures thereof. The spaces in example H, instead of being continuous, alternate with the bricks, the latter being laid in lap-joint, as seen in Fig. 1. The bricks are to be well settled down, and the filling compactly put in, so as to form a solid foundation or substructure. The brick previous to being laid I treat as follows: First, I make a composition of about ninety parts of coal-tar pitch, four parts of kerosene or dead-oil, four parts of unslaked lime, and two parts of sulphur, not, however, confining myself to these precise ingredients or proportions, as other compositions in which coal-tar pitch is the predominating constituent may be used. This composition is heated up to a boiling point or thereabout, and the hard-burned bricks I propose to use are placed in it, and remain therein until thoroughly saturated with the composition. It is preferable to heat the bricks before their immersion in the composition, and as a matter of economy the bricks should be taken from the kiln in and add clean sharp sand until the composition is of the consistency of stiff mortar. A layer of broken stone, gravel, or sand, or mixtures of each, of from one to two inches in i thickness, Well'saturated with hot pitch, of
pitch and coal-tar, having been laid upon the brick foundation, and well-rammed or rolled, then the top or finishing course 0 of the composition above described,about one inch thick, is evenly spread down, and a heavy roller run over it until it is evenly and regularly packed down, and in a few hours it may be driven over.
While the ingredients and proportions given for the top or finishing course will answer for most temperatures, it may require some modification for extreme temperatures. The coaltar pitch,vhowever, is always the predominating ingredient in the composition. The saturation of the bricks with the composition makes them harder, tougher, and less liable to fracture than the untreated bricks. They add somewhat to the cost of the pavement thus prepared, but. it is more enduring. A cheaper brick foundation may be made by using hard-burned bricks as they come from the kiln; but this would be a brick foundation and come within the scope of my invention and claim therefor; and in-this latter case the bricks are laid, with interveniii g spaces, cells,
. or recesses, sharp sand being well worked into the joints, and then with a maul or large flat swage driven or settled down until they are smooth on the surface and firm on the founda- ,tion, the spaces, cells, or recesses being left for the top dressing to bed into, and so firmly hold to the bricks. I then flood the pavement with boiling-hot coal-tar, or a composition of about seventy-five parts of coal-tar, twenty parts of dead-oils, and five parts of unslaked lime, whichwill fill the cells gr pores of thebrick, and render them durable by making them impervious to water or moisture.
Having thus fully described my invention, what I claim is 1. A pavement composed of hard-burned bricks placed on an earth foundation, with intervening spaces, cells, or recesses for the top dressing to bed into, and thereby firmly unite with the brick substructure, and so prevent peeling off, as described and represented.
2. In a pavement having a hard-brick foundation laid with intervening spaces, cells, or recesses a concrete top dressing, composed of coal-tar pitch, dead-oil orcoal-tar, unslaked lime, sulphur, and broken stone, gravel, or sand, prepared and applied substantially as herein described and represented.
Witnesses:
EDMUND MASSON,
THOMAS C. GoNNoLLY.
HENRY M. STOW.
US168805D Improvement in brick pavements Expired - Lifetime US168805A (en)

Publications (1)

Publication Number Publication Date
US168805A true US168805A (en) 1875-10-11

Family

ID=2238214

Family Applications (1)

Application Number Title Priority Date Filing Date
US168805D Expired - Lifetime US168805A (en) Improvement in brick pavements

Country Status (1)

Country Link
US (1) US168805A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20030109692A1 (en) * 2000-12-18 2003-06-12 Muralidhara Padigaru Novel proteins and nucleic acids encoding same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20030109692A1 (en) * 2000-12-18 2003-06-12 Muralidhara Padigaru Novel proteins and nucleic acids encoding same

Similar Documents

Publication Publication Date Title
US168805A (en) Improvement in brick pavements
US400997A (en) Paving-block
US144748A (en) Improvement in pavements
US192349A (en) Improvement in pavements
US382683A (en) William bignell
US162218A (en) Improvement in wood pavememts
US185609A (en) Improvement in concrete pavements
US115887A (en) Improvement in concrete asphaltic pavements
US193051A (en) Improvement in wood pavements
US447612A (en) Paving-brick
US675430A (en) Pavement or roadway.
US401030A (en) Pavement and paving-brick
US198606A (en) Improvement in pavements
US1573923A (en) Pavement and process of making
US791137A (en) Pavement.
US725983A (en) Road, &c.
US111879A (en) Improvement in concrete pavements
US1541830A (en) Construction of roads and ways
US748248A (en) Roadway.
US143965A (en) Improvement in pavements
US792873A (en) Construction of bituminous macadam or other pitch pavements.
US255687A (en) Pavement
US173520A (en) Improvement in pavements
US166822A (en) Improvement in brick pavements
US748247A (en) Method of laying asphalt or bituminous roadways.