[go: up one dir, main page]

US1636114A - Pavement - Google Patents

Pavement Download PDF

Info

Publication number
US1636114A
US1636114A US111288A US11128826A US1636114A US 1636114 A US1636114 A US 1636114A US 111288 A US111288 A US 111288A US 11128826 A US11128826 A US 11128826A US 1636114 A US1636114 A US 1636114A
Authority
US
United States
Prior art keywords
blocks
pavement
foundation
tie
notches
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
US111288A
Inventor
Henry D Streator
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US111288A priority Critical patent/US1636114A/en
Application granted granted Critical
Publication of US1636114A publication Critical patent/US1636114A/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

  • Fig. 1 is a perspective View of a section of pavement, with parts broken away to show details of construction and arrangement.
  • Fig. 2 is an enlarged detail sectional View through a complete section of the pavement, taken on line 2-2 of Figs. 1 and 3, showing the block coupling means embedded in the asphalt.
  • Fig. 3 is a perspective View of one of my improved foundation blocks showing the reinforcing bars in dotted lines and the coupling portion exposed at the notches.
  • Fig. l is an enlarged detail perspective view of the reinforce hairpin connecting means between the blocks.
  • 1 is an individual foundation block substantially cubical in form with a bottom flange 2.
  • these blocks are about one foot square on the base, with the flange projecting substantially one inch and being substantially two inches thick.
  • the upper face of these blocks is smooth.
  • a vertical notch 3 extends midway of each side from the top to the flange 2.
  • Reinforce bars 5 are disposed rectangularly with the body of the block towards its top and bottom with straight parts exposed at each notch 3.
  • the blocks are laid in the pavement on Serial No. 111,288.
  • any suitable foundation which may be gravel, grout, or the compacted and level roadbed of any material.
  • the blocks are slightly spaced, preferably by a piece of thin metal which is removed after the block is placed. This facilitates access of moisture to the concrete, which is very desirable.
  • the projecting parts of the reinforce 5 are side by side and the hairpin 6 is inserted around the same, as seen in Fig. 3.
  • the asphaltic topping is poured onto the pavement,-forming the top layer 7, and downwardly projecting engaging cross ribs 8 which embrace the hairpin 6.
  • the result is that all the foundation blocks are effectively interlocked and retained so that it cannot be displaced and it can expand and contract without becoming detached. from the concrete base.
  • by simply cutting away the asphalt top a section can be removed and, further, it can be readily and accurately replaced.
  • top layer wears down, it is possible to scrape the same down to the foundation blocks and apply a new layer in an effective and satisfactory manner.
  • a foundation block or a line of them can be readily removed by digging out below.
  • the projection 8 of asphalt between the blocks can be varied in thickness and serve its purpose. I show ample thickness for the severest of conditions.
  • I show a concrete shoulder made up of sections 9 three feet long or long enough to embrace a plurality of blocks.
  • base 2 and reinforce rods 5 and is notched at 3 for the hairpin couplings.
  • the sections 9 are similarly notched at their ends for end coupling.
  • a foundation madeup of spaced cubical blocks Each has a llu with flanged bases and vertically notched t the sides, rectangular bar relnforcements in said blocks exposed at and extended across the notches at the sides, a retaining hairpin tie between said blocks embracing the exposed part of the reinforcements in said notches on adjacent blocks, and an asphaltic topping with extensions into the spaces between said blocks embracing the said tie, coacting as specified.
  • a foundation made up of spaced cubical blocks with flanged bases and vertically notched at the sides, rectangular bar reinforcements in said blocks exposed at and extended across the notches at the sides, a tie between said blocks embracing the exposed part of the reinforcements in said notches on adjacent blocks, and an asphaltic topping with extensions into the spaces between said blocks embracing the said tie, co'acting as specitied.
  • a foundation made up of spaced cubical blocks with flanged bases and vertically notched at the sides, reinforcements in said blocks exposed at and extended across the notches at the sides, a tie between said blocks embracing the exposed part of the reinforcements in said notches on adjacent blocks, and an asphaltic topping with extensions into the spaces between said blocks embracing the said tie, coacting as specified.

Landscapes

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

Description

July 19,1927. 1,636,114
H. 'D. STREATOR PAVEMENT Filed May 24, 1926 INVENTOR Q J/rea/or Patented July 19, 1927.
UNITED STATES HENRY D. STREATOR, OF GALESBURG, MICHIGAN.
PAVEMENT.
Application filed May 24, 1926.-
The objects of this invention are:
First, to provide a pavement containing in its composite structure all of the advantages of a concrete pavement and at the same time all the advantages of an asphalt pavement, and which may be readily opened and repaired or parts be replaced.
Second, to provide in such a structure a topping which can be readily renewed.
Third, to provide such a pavement in which ample provision is made for expansion.
Fourth, to provide such a pavement which is fully reinforced and at the same time can be readily repaired.
Objects pertaining to details will appear from the detailed description to follow. The invention is defined and pointed out in the claims.
A structure which is a preferred embodiment of my invention is illustrated in the accompanying drawing, forming a part of this application, in which:
Fig. 1 is a perspective View of a section of pavement, with parts broken away to show details of construction and arrangement.
Fig. 2 is an enlarged detail sectional View through a complete section of the pavement, taken on line 2-2 of Figs. 1 and 3, showing the block coupling means embedded in the asphalt.
Fig. 3 is a perspective View of one of my improved foundation blocks showing the reinforcing bars in dotted lines and the coupling portion exposed at the notches.
Fig. l is an enlarged detail perspective view of the reinforce hairpin connecting means between the blocks.
In the drawing like parts are identified by the same numerals of reference throughout views.
Considering the drawing, 1 is an individual foundation block substantially cubical in form with a bottom flange 2. For ordinary pavement work these blocks are about one foot square on the base, with the flange projecting substantially one inch and being substantially two inches thick. The upper face of these blocks is smooth. A vertical notch 3 extends midway of each side from the top to the flange 2.
Reinforce bars 5 are disposed rectangularly with the body of the block towards its top and bottom with straight parts exposed at each notch 3.
The blocks are laid in the pavement on Serial No. 111,288.
any suitable foundation, which may be gravel, grout, or the compacted and level roadbed of any material. The blocks are slightly spaced, preferably by a piece of thin metal which is removed after the block is placed. This facilitates access of moisture to the concrete, which is very desirable.
The projecting parts of the reinforce 5 are side by side and the hairpin 6 is inserted around the same, as seen in Fig. 3.
hen the foundation blocks have been thus laid, the asphaltic topping is poured onto the pavement,-forming the top layer 7, and downwardly projecting engaging cross ribs 8 which embrace the hairpin 6. The result is that all the foundation blocks are effectively interlocked and retained so that it cannot be displaced and it can expand and contract without becoming detached. from the concrete base. At the same time, when it is desired to open the pavement or to repair the same for any reason, by simply cutting away the asphalt top a section can be removed and, further, it can be readily and accurately replaced.
Also, when the top layer wears down, it is possible to scrape the same down to the foundation blocks and apply a new layer in an effective and satisfactory manner. A foundation block or a line of them can be readily removed by digging out below.
I have shown my improved foundation blocks cubical in form. They may be of various shapes. It is clear they will be ef fective in this relation if they are not provided with a reinforce, although the particular reinforce I provide locates the same effectively and serves as a binding means for the entire section, and at the same time is very accessible and readily repaired.
The projection 8 of asphalt between the blocks can be varied in thickness and serve its purpose. I show ample thickness for the severest of conditions.
I show a concrete shoulder made up of sections 9 three feet long or long enough to embrace a plurality of blocks. base 2 and reinforce rods 5 and is notched at 3 for the hairpin couplings. The sections 9 are similarly notched at their ends for end coupling.
Having thus described my invention, What I claim as new and desire to secure by Letters Patent is:
1. In a pavement, the combination of a foundation madeup of spaced cubical blocks Each has a llu with flanged bases and vertically notched t the sides, rectangular bar relnforcements in said blocks exposed at and extended across the notches at the sides, a retaining hairpin tie between said blocks embracing the exposed part of the reinforcements in said notches on adjacent blocks, and an asphaltic topping with extensions into the spaces between said blocks embracing the said tie, coacting as specified.
In a pavement, the combination of a foundation made up of spaced cubical blocks with flanged bases and vertically notched at the sides, rectangular bar reinforcements in said blocks exposed at and extended across the notches at the sides, a tie between said blocks embracing the exposed part of the reinforcements in said notches on adjacent blocks, and an asphaltic topping with extensions into the spaces between said blocks embracing the said tie, co'acting as specitied.
, 8. In a pavement, the combination of a foundation made up of spaced cubical blocks with flanged bases and vertically notched at the sides, reinforcements in said blocks exposed at and extended across the notches at the sides, a tie between said blocks embracing the exposed part of the reinforcements in said notches on adjacent blocks, and an asphaltic topping with extensions into the spaces between said blocks embracing the said tie, coacting as specified.
4. In a pavement, the combination of a foundation made up of spaced cubical blocks with flanged bases, a tie between said blocks above said flanges, and an asphaltic topping with extensions into the spaces between said blocks above said flanges embracing the said tie, coacting as specified.
In witness whereof I have hereunto set my hand.
HENRY D. STREATOR.
US111288A 1926-05-24 1926-05-24 Pavement Expired - Lifetime US1636114A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US111288A US1636114A (en) 1926-05-24 1926-05-24 Pavement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US111288A US1636114A (en) 1926-05-24 1926-05-24 Pavement

Publications (1)

Publication Number Publication Date
US1636114A true US1636114A (en) 1927-07-19

Family

ID=22337625

Family Applications (1)

Application Number Title Priority Date Filing Date
US111288A Expired - Lifetime US1636114A (en) 1926-05-24 1926-05-24 Pavement

Country Status (1)

Country Link
US (1) US1636114A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3421417A (en) * 1965-11-17 1969-01-14 Jan Carel Pilaar Pavement
US3557669A (en) * 1968-06-19 1971-01-26 Matthew Robert Fenton Paving block and paving formed therewith
US4896996A (en) * 1989-01-23 1990-01-30 Mouton William J Wave actuated coastal erosion reversal system for shorelines
US4998844A (en) * 1989-01-23 1991-03-12 Charles C. Garvey, Jr. Wave actuated coastal erosion reversal system for shorelines
US6146054A (en) * 1996-04-18 2000-11-14 Screg Lightweight embankment
US20070186499A1 (en) * 2000-08-17 2007-08-16 Marshall Richard G Structural module
US9499950B1 (en) * 2015-11-06 2016-11-22 Lee A. Smith Revetment block mat with linear sides

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3421417A (en) * 1965-11-17 1969-01-14 Jan Carel Pilaar Pavement
US3557669A (en) * 1968-06-19 1971-01-26 Matthew Robert Fenton Paving block and paving formed therewith
US4896996A (en) * 1989-01-23 1990-01-30 Mouton William J Wave actuated coastal erosion reversal system for shorelines
US4998844A (en) * 1989-01-23 1991-03-12 Charles C. Garvey, Jr. Wave actuated coastal erosion reversal system for shorelines
US6146054A (en) * 1996-04-18 2000-11-14 Screg Lightweight embankment
US20070186499A1 (en) * 2000-08-17 2007-08-16 Marshall Richard G Structural module
US7704011B2 (en) * 2000-08-17 2010-04-27 Permavoid Ltd Structural module
US9605389B1 (en) 2014-11-06 2017-03-28 Lee A. Smith Revetment block mat using toe blocks with linear sides
US9499950B1 (en) * 2015-11-06 2016-11-22 Lee A. Smith Revetment block mat with linear sides

Similar Documents

Publication Publication Date Title
US1379440A (en) Paving-block
US1636114A (en) Pavement
US1746566A (en) Sewer construction
US2282335A (en) Expansion joint construction
US1393699A (en) Pavement for roads and streets
US1636113A (en) Pavement
US1849421A (en) Road making
US2294582A (en) Paving block
US1687782A (en) Floor block for disposal tanks
US1916620A (en) Pavement and paving unit
US1110295A (en) Pavement.
US1553158A (en) Concrete pole
US2082805A (en) Expansion joint construction
US1780588A (en) Concrete road construction
US1460841A (en) Contraction joint for roadways
US1983772A (en) Concrete mat
US1984944A (en) Pavement slab
US1574180A (en) Automorile body
US379027A (en) Block for paving
US1521430A (en) Reenforced cement tile structure
US1745747A (en) Roadbed construction for railways
US1358042A (en) Roadway reinforcement
US2408133A (en) Pavement slab connecting means
US1304651A (en) Wall and wall-tie
US23189A (en) Jambs montgomery