US1742651A - Expansion joint for concrete roads - Google Patents
Expansion joint for concrete roads Download PDFInfo
- 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
Links
- 239000004567 concrete Substances 0.000 title description 2
- 239000002657 fibrous material Substances 0.000 description 9
- 239000010426 asphalt Substances 0.000 description 8
- 230000015572 biosynthetic process Effects 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 239000000203 mixture Substances 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 229920001971 elastomer Polymers 0.000 description 2
- 239000011387 rubberized asphalt concrete Substances 0.000 description 2
- 238000009941 weaving Methods 0.000 description 2
- 108700027941 Celsior Proteins 0.000 description 1
- 230000001413 cellular effect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000008240 homogeneous mixture Substances 0.000 description 1
- 229920000126 latex Polymers 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
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
- E01C11/00—Details of pavings
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
- E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
- E01C11/10—Packing of plastic or elastic materials, e.g. wood, resin
- E01C11/106—Joints 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
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 |
Family
ID=21947461
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US47176A Expired - Lifetime US1742651A (en) | 1925-07-30 | 1925-07-30 | Expansion joint for concrete roads |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US1742651A (en) |
-
1925
- 1925-07-30 US US47176A patent/US1742651A/en not_active Expired - Lifetime
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