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US1742651A - Expansion joint for concrete roads - Google Patents

Expansion joint for concrete roads Download PDF

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Publication number
US1742651A
US1742651A US47176A US4717625A US1742651A US 1742651 A US1742651 A US 1742651A US 47176 A US47176 A US 47176A US 4717625 A US4717625 A US 4717625A US 1742651 A US1742651 A US 1742651A
Authority
US
United States
Prior art keywords
expansion joint
asphalt
ribbon
fibrous
concrete roads
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
US47176A
Inventor
Albert C Fischer
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.)
Philip Carey Manufacturing Co
Original Assignee
Philip Carey Manufacturing Co
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 Philip Carey Manufacturing Co filed Critical Philip Carey Manufacturing Co
Priority to US47176A priority Critical patent/US1742651A/en
Application granted granted Critical
Publication of US1742651A publication Critical patent/US1742651A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E01C11/00Details of pavings
    • E01C11/02Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/10Packing of plastic or elastic materials, e.g. wood, resin
    • E01C11/106Joints with only prefabricated packing; Packings therefor

Definitions

  • the fibrous material used has been selected so as to overcomethe likelihood of the same tearing out of the asphalt due to lack of a relatively wide surface area which would not ordinarily give it a good hold on the asphalt.
  • My invention relates to a flat, ribbon-like fibrous matter whichis known on the market as coarse excelsior. These ex'celsior ribbons are very nearly a quarter of an inch in width and vary in thickness from that of light paper to that of a very heavy paper. . This fibrous ribbon does not necessarily have to consist of excelsior, however, but may be shredded paper in ribbon formation.
  • the asphalt and makes for strength and compressibility-strength by reason of its wider not make it as compact a mass as where the fibrous matter is in string-like formation.
  • the material to be mixed with this fibrous matter is a rubberized asphalt, which is an asphalt in which a relatively small percentage, say five to ten per cent of. rubber latex or dissolved rubber is mixed therewith, and which gives great elasticity to the binding material.
  • a blown asphalt is preferred to ordinary asphalts that are not blown.
  • this ribbon fibrous matter may be included other fibrous matter as a filler, but in order to secure the greatest strength and resiliency, between and 50 per cent of the mixture should be of ribbon formation, although better results are obtained if the entire percentage is of ribbon formation. It is preferable that the fibrous matter reformed strip of rubberized bituminous mate- The flat structure obtains a better hold on strip embodyin Application filed July 30, I925. Serial No. 47,176.
  • An expansion joint comprising a preformed strip of rubberized asphalt having fibrous material incorporated therein in the form of ribbon-like strands of approximately 4 of an inch in width.
  • Expansion joint comprising a preformed strip, saidstrip embodying in its construction elastic binding material consisting of a homogeneous mixture of asphalt and rubber and having fibrous material incorporated therein in the form of ribbon-like strands of approximately 1; of an inch in width.
  • Expansion oint comprising a preformed strip of rubberized bituminous composition ha'vingunpenetrated fibrous material incorporated therein in the form of ribbon-like surface hold and compressibility because of its inter-weaving and inter-lacing, which does strands.
  • Expansion joint comprising a preformed in its construction a rubberized plastic inding material having unpenetrated fibrous material incorporated therein in the form of ribbon like strands.

Landscapes

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

Description

Patented dan- 7, 1930 UNITED STATES.
PATENT OFFICE ALBERT G. FISCHER, OF CHICAGO, ILLINOIS, ASSIGNOR TO THE PHILIP CAREY IAN'U- FACTURING COMEANY, A CORPORATION'OF OHIO EXPANSION JOINT .FOR CONCRETE ROADS No Drawing.
As heretofore practised, when mixing fibrous material with asphalt the. fibrous material has always been penetrated by the asphalt, with the result that the toughness and resiliency of the fibrous material is destroyed. According to my present invention the fibrous material used has been selected so as to overcomethe likelihood of the same tearing out of the asphalt due to lack of a relatively wide surface area which would not ordinarily give it a good hold on the asphalt.
My invention relates to a flat, ribbon-like fibrous matter whichis known on the market as coarse excelsior. These ex'celsior ribbons are very nearly a quarter of an inch in width and vary in thickness from that of light paper to that of a very heavy paper. .This fibrous ribbon does not necessarily have to consist of excelsior, however, but may be shredded paper in ribbon formation.
the asphalt and makes for strength and compressibility-strength by reason of its wider not make it as compact a mass as where the fibrous matter is in string-like formation.
The material to be mixed with this fibrous matter is a rubberized asphalt, which is an asphalt in which a relatively small percentage, say five to ten per cent of. rubber latex or dissolved rubber is mixed therewith, and which gives great elasticity to the binding material. Alternatively a blown asphalt is preferred to ordinary asphalts that are not blown.
Likewise, with this ribbon fibrous matter may be included other fibrous matter as a filler, but in order to secure the greatest strength and resiliency, between and 50 per cent of the mixture should be of ribbon formation, although better results are obtained if the entire percentage is of ribbon formation. It is preferable that the fibrous matter reformed strip of rubberized bituminous mate- The flat structure obtains a better hold on strip embodyin Application filed July 30, I925. Serial No. 47,176.
formation between the inter-weavings, which makes the expansion joint highly resilient.
I claim: 1. An expansion joint comprising a prerial "havin fibrous material incorporated therein in the form of ribbo -like strands.
2. An expansion joint comprising a preformed strip of rubberized asphalt having fibrous material incorporated therein in the form of ribbon-like strands of approximately 4 of an inch in width.
3. Expansion joint comprising a preformed strip, saidstrip embodying in its construction elastic binding material consisting of a homogeneous mixture of asphalt and rubber and having fibrous material incorporated therein in the form of ribbon-like strands of approximately 1; of an inch in width.
4. Expansion oint comprising a preformed strip of rubberized bituminous composition ha'vingunpenetrated fibrous material incorporated therein in the form of ribbon-like surface hold and compressibility because of its inter-weaving and inter-lacing, which does strands.
5. Expansion joint comprising a preformed in its construction a rubberized plastic inding material having unpenetrated fibrous material incorporated therein in the form of ribbon like strands.
In testimony whereof I have signed my name to this specification on this 10th day of March, 1925.
ALBERT G. FISCHER.
main as largely as possible in an unpenetrated state; namely, that it be merely coated and imbedded in the asphaltic mixture. This process particularly is favorable to cellular
US47176A 1925-07-30 1925-07-30 Expansion joint for concrete roads Expired - Lifetime US1742651A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US47176A US1742651A (en) 1925-07-30 1925-07-30 Expansion joint for concrete roads

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US47176A US1742651A (en) 1925-07-30 1925-07-30 Expansion joint for concrete roads

Publications (1)

Publication Number Publication Date
US1742651A true US1742651A (en) 1930-01-07

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Family Applications (1)

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US47176A Expired - Lifetime US1742651A (en) 1925-07-30 1925-07-30 Expansion joint for concrete roads

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