US1847805A - Preparation of tarry and bituminous solutions - Google Patents

Preparation of tarry and bituminous solutions Download PDF

Info

Publication number
US1847805A
US1847805A US512485A US51248531A US1847805A US 1847805 A US1847805 A US 1847805A US 512485 A US512485 A US 512485A US 51248531 A US51248531 A US 51248531A US 1847805 A US1847805 A US 1847805A
Authority
US
United States
Prior art keywords
bituminous
preparation
tar
tarry
road
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
US512485A
Inventor
Arnot Robert
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
Application granted granted Critical
Publication of US1847805A publication Critical patent/US1847805A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L95/00Compositions of bituminous materials, e.g. asphalt, tar, pitch

Definitions

  • This invention relates to the preparation of bituminous and tarry solutions for the purpose of road building and the like and aims to provide an improved compound and 5, method of producing the same for such purposes.
  • bituminous compounds constitute one of themost important classes of basicmaterials for road- 10, making purposes and consequently much attention has been'devoted to their treatment to render them applicable to road surfacing.
  • One of the problems has been to find a suitable diluent which would allow the use of bituminous compounds in a cold state, without retarding their drying or setting properties as occurs in the case of high-boiling distillates from mineral crude oils, which, being saturated hydrocarbons are very stable oils preventing quick setting.
  • Low boiling diluents such as naphtha, white spirit or the like, have the disadvantage of rendering the diluted bituminous materials highly in flammable or else expulsive of fumes which may be objectionable or even unhealthy, like those of pyridine or nitrated hydrocarbons.
  • oils or liquids containing unsaturated hydrocarbons may be employed as the flux media. or dilu-ents, as for example, solar oil, but it is preferred to employ crude shale oils, or better still, topped oils which in some instances contain sulphur or catalysts with alkaline reaction hastening the drying.
  • the residues of crude shale oil which has been toppedup to 190 C. may advantageously be used instead. Not only is this more economical, but the product is better suited for use as a flux.
  • I may proceed in the following manner, viz: taking 100 parts of tar, I mix them with partsof bituminous material such as asphaltum at a temperature of 50 C. and (in order to obtain a good flowing liquid) this mixture is then fluxed with 20 to parts of shale oil which has beentopped up to 190 C.
  • the preparation thus obtained is ready for use at normal temperatures and can be applied in the cold state. It will properly cover to times itsweight of stone splits or grit, which before being mixed in amixer with thetarry liquid is shaken with say A; to 1% of powdered slaked lime in a. suitable mixing drum.
  • the tarring of the grit and the depositingonto the road may be carried out inany weather, as neither rain nor cold will detrimentally affect the hardening of the surface.
  • the treated. road grit, after being spread onto the road is rolled in well, and very soon dries and hardens, so that the road can be opened to sets in a few hours afterward.
  • Resiliency and other desirable properties may be imparted to the bituminous solutions by adding to tne diluent, or to the bituminous materials themselves, colloidal solutions from oily or fatty pitches such as stearine pitch, which as I have discovered, can be obtained by heating such pitches for several hours under pressure to about 150 or 160 C. with suitable solvents such as aniline or its homologues, pyridine, phenols, vegetable oils like linseed-oil, mineral oils and turpen- The following example will demonstratehow I mayproceed to prepare liquefied bitumens containing fatty pitch, viz: taking 2 parts of stearine pitch, 1 heat them in an autoclave with 5 parts of shale oil upto 150 C.
  • asphaltic bitumen is herein used according to the definition of the International Committee on Nomenclature, which is as follows: Natural or naturally occurring bitumen, or bitumen prepared from natural hydrocarbons, or from and containing unsaturated hydrocarbons whichwith the unsaturated compounds of said mass will resinify and/or polymerize therewith under the influence of air oxygen. 2.
  • the process of manufacturing fluid bituminous masses employable in the unheated state which consists in adding to a preponderate mass of tar and asphaltic bitumen con taining unsaturated compounds, a flux medium or diluent of shale oil topped up to 190 degrees centigrade and containing unsaturated hydrocarbons which with the unsaturated compounds of the preponderate inass will resinify and polymerlzetherewith under the influence of air oxygen; such action being accelerated by adding a catalyst to the mix ture.

Description

Patented Mar. 1, 1932 UNITED STATES ROBERT ARNOT, OF HAMPSTEAD, ENGLAND PREPARATION OF PARRY AND BITUMINOUS SOLUTIONS No Drawing. Applicationfiled January 30, 1931, Serial 0. 512,485, and in Great Britain October 15, 1929.
This invention relates to the preparation of bituminous and tarry solutions for the purpose of road building and the like and aims to provide an improved compound and 5, method of producing the same for such purposes.
It is generally recognized that bituminous compounds constitute one of themost important classes of basicmaterials for road- 10, making purposes and consequently much attention has been'devoted to their treatment to render them applicable to road surfacing. One of the problems has been to find a suitable diluent which would allow the use of bituminous compounds in a cold state, without retarding their drying or setting properties as occurs in the case of high-boiling distillates from mineral crude oils, which, being saturated hydrocarbons are very stable oils preventing quick setting. Low boiling diluents such as naphtha, white spirit or the like, have the disadvantage of rendering the diluted bituminous materials highly in flammable or else expulsive of fumes which may be objectionable or even unhealthy, like those of pyridine or nitrated hydrocarbons.
Among other proposed methods of liquefying bituminous materials, it has been sug gested to add a small proportion of tar to a relatively large quantity of shale oil, the solution being rendered soluble by the addition of soft soap and soda for'employment as a dust-laying composition to which hygroscopic substances are added in order to prevent the drying of the material which of course would be entirely unsuitable for road making. Another suggestion has been to use shale oil or other unsaturated hydrocarbons in combination with bituminous substances, but this has been done always in such proportions or with such admixtures that the compounds have been unsuited to fulfill the conditions forming the object of the present invention, namely, to prepare a fluid bituminous material capable of being usedinthe cold state and which, under the influence of catalysts, will rapidly alter its physical and chemical properties by polymerization or condensation and finally form a binder which bons, increasing the unsaturated compounds of the prepondering mass, which will poly- ,merize or otherwise react with the airoxygen, the process being accelerated, when desired, by an added catalyst. Such a mass can be applied directly in the cold state to any suitable aggregate.
Various oils or liquids containing unsaturated hydrocarbons may be employed as the flux media. or dilu-ents, as for example, solar oil, but it is preferred to employ crude shale oils, or better still, topped oils which in some instances contain sulphur or catalysts with alkaline reaction hastening the drying. As the low boiling fractions of shale oils are not required for the purpose of the invention and a'better price moreover can be obtained for these fractions if used as mot-or spirit, the residues of crude shale oil which has been toppedup to 190 C. may advantageously be used instead. Not only is this more economical, but the product is better suited for use as a flux. It is much less inflammable and at the same time richer in the required unsaturated compounds as also in asphaltic matter which will render ordinary tar, or even pitch, non-brittle and therefore may be used for the'preparation of road tar from pitches. When a catalyst is 'to be added, various substance-s giving an alkaline reaction may be used, such as the oxides or hydroxides of the alkali metals or alkaline earth metals, or of magnesium, basic silicates, Portland or other anhydrous cements, carbides or calcium cyanamide. Thus, whereas it may take days to dry without the help of a catalyst, in the case of a mixture for example of tar with 20% of an admixture containing unsaturated or polymerizable substances, an addition of even less than 2% of powdered slaked lime will have the effect of reducing the drying process to as many tine.
hours as days might otherwise be required,
there being present in tar phenolic bodies purposes, I may proceed in the following manner, viz: taking 100 parts of tar, I mix them with partsof bituminous material such as asphaltum at a temperature of 50 C. and (in order to obtain a good flowing liquid) this mixture is then fluxed with 20 to parts of shale oil which has beentopped up to 190 C. The preparation thus obtained is ready for use at normal temperatures and can be applied in the cold state. It will properly cover to times itsweight of stone splits or grit, which before being mixed in amixer with thetarry liquid is shaken with say A; to 1% of powdered slaked lime in a. suitable mixing drum. The tarring of the grit and the depositingonto the road may be carried out inany weather, as neither rain nor cold will detrimentally affect the hardening of the surface. The treated. road grit, after being spread onto the road is rolled in well, and very soon dries and hardens, so that the road can be opened to trafic in a few hours afterward.
Resiliency and other desirable properties may be imparted to the bituminous solutions by adding to tne diluent, or to the bituminous materials themselves, colloidal solutions from oily or fatty pitches such as stearine pitch, which as I have discovered, can be obtained by heating such pitches for several hours under pressure to about 150 or 160 C. with suitable solvents such as aniline or its homologues, pyridine, phenols, vegetable oils like linseed-oil, mineral oils and turpen- The following example will demonstratehow I mayproceed to prepare liquefied bitumens containing fatty pitch, viz: taking 2 parts of stearine pitch, 1 heat them in an autoclave with 5 parts of shale oil upto 150 C. for l hours, whereby a solution is obtained similar to a rubber solution. This is diluted with 4:0 parts of shale oil and then stirred into 250 parts ofwarm tar of a temperature of about 0.. After cooling, a liquid tar results which may be used in the cold state. I find that very good results are obtained by first mixing 200 parts of stone splits, which may be calcareous with 1 to 2 parts of powdered slaked lime and by adding thereto in the mixing drum 10 parts of the tar mixture. The term asphaltic bitumen is herein used according to the definition of the International Committee on Nomenclature, which is as follows: Natural or naturally occurring bitumen, or bitumen prepared from natural hydrocarbons, or from and containing unsaturated hydrocarbons whichwith the unsaturated compounds of said mass will resinify and/or polymerize therewith under the influence of air oxygen. 2. The process of manufacturing fluid bituminous masses employable in the unheated state, which consists in adding to a preponderate mass of tar and asphaltic bitumen con taining unsaturated compounds, a flux medium or diluent of shale oil topped up to 190 degrees centigrade and containing unsaturated hydrocarbons which with the unsaturated compounds of the preponderate inass will resinify and polymerlzetherewith under the influence of air oxygen; such action being accelerated by adding a catalyst to the mix ture.
3. The process of manufacturing fluid bituminous masses employable in the unheated state, which consists in adding to a preponderate mass of tar and asphaltic bitumen containing unsaturated compounds, a flux medium or diluent of shale oil topped up to 190 degrees centigrade and containing unsaturated hydrocarbons which with the unsaturated compounds of the preponderate mass will resinify and polymerize therewith under the influence of air oxygen; such action being accelerated by adding an alkaline catalyst to the mixture, together with a binder of stearine pitch workable in the cold state.
Signed at London, England, American Consulate General, this 16th day of January.
RO ERT ARNOT.
US512485A 1929-10-15 1931-01-30 Preparation of tarry and bituminous solutions Expired - Lifetime US1847805A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB1847805X 1929-10-15

Publications (1)

Publication Number Publication Date
US1847805A true US1847805A (en) 1932-03-01

Family

ID=10891881

Family Applications (1)

Application Number Title Priority Date Filing Date
US512485A Expired - Lifetime US1847805A (en) 1929-10-15 1931-01-30 Preparation of tarry and bituminous solutions

Country Status (1)

Country Link
US (1) US1847805A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3196022A (en) * 1962-08-29 1965-07-20 Harbison Walker Refractories Refractory practices

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3196022A (en) * 1962-08-29 1965-07-20 Harbison Walker Refractories Refractory practices

Similar Documents

Publication Publication Date Title
JPH03505591A (en) Multigrade asphalt cement products and methods
US1674523A (en) Art of road making
US2411634A (en) Bituminous paved surface and method of making the same
US3344082A (en) Asphalt emulsions and method for making same
US1847805A (en) Preparation of tarry and bituminous solutions
US3418249A (en) Stable asphaltene dispersion-asphalt emulsions and their preparation
US2430546A (en) Bituminous coating compositions and processes
US1887518A (en) Bitumen road composition and method of forming the same
US4168178A (en) Asbestos-free bituminous composition
US2584919A (en) Pulverent asphaltic composition
US2383097A (en) Bituminous coating compositions and processes
US1842139A (en) Method or process of producing road paving material
US5807429A (en) Compound binder, process for obtaining it and application in highway surfacing
US1849867A (en) Composition of matter
US1353003A (en) Bituminous pitch and sulfur composition and method of making the same
US1644965A (en) Waterproof plastic portland cement and composition and method for making the same
US2012496A (en) Process of preparing paving mixtures
US569859A (en) walker
US2169814A (en) Bonding and coating product
US2013972A (en) Bituminous paving material
US1776379A (en) Cold bituminous paving composition
US2774676A (en) Aqueous bitumen dispersions and a process of making them
US2049772A (en) Method of making bituminous paving materials
US2008978A (en) Bituminous paving composition
US1665881A (en) Eugen hutzenlaub