USRE9207E - Concrete pavement - Google Patents
Concrete pavement Download PDFInfo
- Publication number
- USRE9207E USRE9207E US RE9207 E USRE9207 E US RE9207E
- Authority
- US
- United States
- Prior art keywords
- pavement
- stones
- concrete pavement
- oil
- concrete
- Prior art date
Links
- 239000004567 concrete Substances 0.000 title description 7
- 239000004575 stone Substances 0.000 description 13
- 239000010426 asphalt Substances 0.000 description 8
- 239000000203 mixture Substances 0.000 description 6
- 239000010410 layer Substances 0.000 description 5
- 239000003921 oil Substances 0.000 description 5
- 229940108066 Coal Tar Drugs 0.000 description 4
- 239000011280 coal tar Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- 239000004579 marble Substances 0.000 description 3
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 2
- 235000015450 Tilia cordata Nutrition 0.000 description 2
- 235000011941 Tilia x europaea Nutrition 0.000 description 2
- 239000010883 coal ash Substances 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 239000004615 ingredient Substances 0.000 description 2
- 229910052500 inorganic mineral Inorganic materials 0.000 description 2
- 239000004571 lime Substances 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000011707 mineral Substances 0.000 description 2
- 235000010755 mineral Nutrition 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- AXCZMVOFGPJBDE-UHFFFAOYSA-L Calcium hydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 1
- 229940068124 Pine tar Drugs 0.000 description 1
- 101700004242 STOM Proteins 0.000 description 1
- 230000001070 adhesive Effects 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- -1 as phalt Substances 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 239000000920 calcium hydroxide Substances 0.000 description 1
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 1
- 235000011116 calcium hydroxide Nutrition 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 229910052570 clay Inorganic materials 0.000 description 1
- 238000004821 distillation Methods 0.000 description 1
- 239000000295 fuel oil Substances 0.000 description 1
- 239000010438 granite Substances 0.000 description 1
- 239000011874 heated mixture Substances 0.000 description 1
- 239000010742 number 1 fuel oil Substances 0.000 description 1
- 235000019645 odor Nutrition 0.000 description 1
- 239000011297 pine tar Substances 0.000 description 1
- 239000010454 slate Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 235000015096 spirit Nutrition 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 239000011269 tar Substances 0.000 description 1
Images
Definitions
- DAVIS-W' BAILEY, OE CHELSEA, MASSACHUSETTS.
- the process I have adopted in layingacom posite pavement consists, then, as follows: The substratuni or foundation of earth is first broughtto the requisite grade in any well known manner. A quantity of asphaltum, either in a natural state or as prepared by a process peculiar to myself, is softened and diluted with dead-oil or heavy oil resulting from distillation or production of tai', the dead-oil serving as a vehicle whereby the asphaltum may be intimately mixed with ingredients which aic incorporated into or with it.
- ⁇ binder for au intermediate layer of broken stone a compound composed of coal-tar, as phalt, and oil of pitch, substantially such as described, when applied in the manner described andfor the purposes set forth.
- a surface or wearing layer substantially such as described, having combined and incorporated in it amixture of ine sand, slakcd lime, and ground marble, whereby the surface of the pavement is caused to harden quickly, snbstantiallyvas set forth.
Description
D. W. BAILEY. `Concretfa Pavement.
No. 9,207. n Reissued VMay I8, 1880.
, Chinn-1. In l muets pljmnmlt, an .causant or hinln far l {Imprint-inn lnynrr of brokln stom, n armlponnd oonlilng of -pmlmm ma and ne. hwy un, mmm wim mma um,
E. In numerato pannelli, nl A nement ur binder for In intarmeinin lnyur nf brukun mms, a wmpmmd oumpnsed uf mul-tar, nplmll` un all of plth, luhntnntislly Inch u described, 'rhum applied in the lnmger denribod md mr the purposes mt forth.
l 5. 1n unmet [lvsnml or mndwly consisting nf n'. -ennrlo broken Mns unmanned tngntller in tlm msnm nl nmnnl uerbod. nn Inwrnndinw )Iyar of smaller dom the manner nul by rhs man. :et forth, und n Inrfwn or u g vanne Innviugincur-[mutua Charvin the drying or hnnlnm.l L mntornl, what; wutnwd und nnb'nwil in lo mnnnur 1.-. fm
wrmasss V l INVENTO?.
ATTORN EY l UNITED STATES PATENT A OFFICE.
DAVIS-W'. BAILEY, OE CHELSEA, MASSACHUSETTS.
CONCRETE PAVEMENT.
SPECIFICATION forming part of Beissued Letters Patent No. 9,207, dated May 18, 1880.
Original No. 97,149, dated November 23, 1869. Application for reissue led April 30, lids.
'To 'all |whom it may concern Be it known that I, D. W. BsILEY, of Chelsea, in the count-y of Suffolk and State of llrfassachusetts, have made an invention of a new and useful Process ofLayingr Composite or Concrete Paveinents for Streets, 85e.; and I do hereby declare the following to be a full, clear, and exact description of the same, and sufficiently in detail to enable others skilled inthe art to .which such invention appertains to practice it. y
The process herein referred to, and which constitutes the subject-iiiatter of these Letters Patent, and consequently of my invention, is an improved inode of laying strcet-pavcnients, and relates lo means whereby :t permanent, smooth, and very economical roadway is obtained at reasonable cost, a distinguishing feature in the invention being such a combination of ingredients or materials that the surface ofthe pavement liardens ahnostinstantl y, thus doing away with one great and presentobjection in large and croivded thoroughfares to the adoption of concrete or composite pavements, which consists in the fact that a considerable period of time, frequently amounting to weeks, must elap'se after laying of the pavement before travel can be resumed over it.
The process I have adopted in layingacom posite pavement consists, then, as follows: The substratuni or foundation of earth is first broughtto the requisite grade in any well known manner. A quantity of asphaltum, either in a natural state or as prepared by a process peculiar to myself, is softened and diluted with dead-oil or heavy oil resulting from distillation or production of tai', the dead-oil serving as a vehicle whereby the asphaltum may be intimately mixed with ingredients which aic incorporated into or with it. With such asphaltum I then incorporate, in varying quantities and proportions, according to season, climate, and circumstances, a quantity of ground slate, soap-stone, pulvcrized dry clay, or other iinelypowdered analogous mineral or earthy substances, there being combined with such substances,when laid, a quantity ot'shells, stone, or other hard and desiiablematerials, the deadoil havingr the valuable el'cct of retainingl the 'asphaltuni in a tenacious and semielastic state, but for which il would assume,
when cold, a very hard and brittle one, while the earthy or mineral substancesiinpart body to the mass and prevent liquefaction and escape of the asphaltuni.
In laying' a' pavement as contemplated by my invention I dispose upon the foundation or graded substratuni of the roadway a layer of stones to thcdepth of about one foot, varying with circumstances and requirements of travel,such stones varying in size from two to ten iilclies in diameter. rlhe mixture or combination of materials above named is then heated until the mass assumes a liquid state, when a quantity is poured over the stones and allowed to settle itself over and about them, such liquid, when cold, serving to cement or connect such stones in an adhesive mass, by
this means producing a solid and durable foundation for the succeeding deposits, to be explained. Upon this foundation thus acquired I deposit a second stratum, about two and one-half inches thick, of stones of a more uniform size, and of from one-halt' to two and one-half inches in diameter, subsequently pouring upon them aquaiitity of a heated mixture composed of coal-tar, asphalt, and oil of pitch, the latter ot which is a refuse residuum in the production of resin. Upon this last-mentioned deposit of stones, smeared and cemented together as explained, I dump and distribute a layer, about one and one-half inches deep, of concrete composed of fine gravel, coarse sand, and sit'ted coal-ashes, mixed with aA coniposition of asphalt, coal-tar, and oil of pitch, the purpose o1' combining this pitch with the mass being to deodorizc it to a great extent, or to disguise the odors of the asphalt, thus doing away with (to many) a great objection to the use of asphalt in pavements, crude resin, naplitha, or other spirits bein g employed to temper or dilute the composition.
After having solidified and 'condenscdinto a smooth surface lthe two stratunis of stones and composition by the employment of a heavy roller, 1 apply to such surface a combination of dry fine sand, slaked lime, and ground marble, such materials bein g incorporated with .the substiatuiii below it and forming therewith a hard wearing-face. l
',lhe purpose in adding the lime, as above explained, is to cause the surface ofthe pavelOO ment to harden at once, thussecuring beneficial results, as hereinbebre premised, while the object sought in adding' the ground marble is to impart to the pavement an appearance of being composed of granite or other light-colored stone. In this last respect my pavement is distinguished from others of its class,whieh are of a dark color.
`binder for au intermediate layer of broken stone, a compound composed of coal-tar, as phalt, and oil of pitch, substantially such as described, when applied in the manner described andfor the purposes set forth.
3. In a concrete pavement. a wearing or surface layer composed of a compound of coaltar, pine-tar, asphalt, and oil of pitch, com-A bined with gravel, sand, and coaLashes, substantially as set forth.4
4. In a concrete pavement, a surface or wearing layer substantially such as described, having combined and incorporated in it amixture of ine sand, slakcd lime, and ground marble, whereby the surface of the pavement is caused to harden quickly, snbstantiallyvas set forth.
5. In a street pavement or roadway consisting of a base of coarse broken stone cemented together in thermanner and by the means described, an intermediate layer of smaller stones united in thc manner and by the means set incorporated therein the drying or hardening material, when constructed and combined in the manner set forth.
DAVIS W. BAILEY. Witnesses FRANCIS D. BAILEY,
0. I). BARRETT.
4,0k forth, and a surface or wearing course havingl
Family
ID=
Similar Documents
Publication | Publication Date | Title |
---|---|---|
USRE9207E (en) | Concrete pavement | |
US2083900A (en) | Pavement and method of making pavements | |
US97149A (en) | Improved concrete pavement | |
US1940645A (en) | Manufacture of bituminous paving material | |
CA3108420C (en) | Low residual spray paving coating and method | |
US1390194A (en) | Road structure and process of making | |
US1760690A (en) | Pavement and process of laying | |
US675694A (en) | Roadway. | |
US121082A (en) | Improvement in asphalt pavements | |
USRE8982E (en) | Improvement in concrete pavement | |
US1029575A (en) | Pavement. | |
US1058503A (en) | Road surface and preservative. | |
US187926A (en) | Improvement in concrete pavements | |
US1771795A (en) | Bituminous composition | |
US814797A (en) | Pavement. | |
KR101832429B1 (en) | Spraying-curing type flooring pavement material and floor construction method using the same | |
US361953A (en) | Malcolm | |
US1845405A (en) | Road surfacing composition and method of making same | |
USRE3296E (en) | Improvement in concrete pavements | |
US391222A (en) | Amzi l | |
US375273A (en) | Edwaed j | |
US1090084A (en) | Paving material. | |
USRE6826E (en) | Improvement in pavements | |
US107489A (en) | Improvement in compositions for pavements | |
US176696A (en) | Improvement in asphalt sidewalks |