US1000520A - Bituminous paving. - Google Patents

Bituminous paving. Download PDF

Info

Publication number
US1000520A
US1000520A US24633305A US1905246333A US1000520A US 1000520 A US1000520 A US 1000520A US 24633305 A US24633305 A US 24633305A US 1905246333 A US1905246333 A US 1905246333A US 1000520 A US1000520 A US 1000520A
Authority
US
United States
Prior art keywords
blocks
paving
masses
heating
new
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
US24633305A
Inventor
George P Hemstreet
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.)
INTERNATIONAL PAVEMENT Co
INTERNAT PAVEMENT Co
Original Assignee
INTERNAT PAVEMENT 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 INTERNAT PAVEMENT Co filed Critical INTERNAT PAVEMENT Co
Priority to US24633305A priority Critical patent/US1000520A/en
Application granted granted Critical
Publication of US1000520A publication Critical patent/US1000520A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/10Lime cements or magnesium oxide cements

Definitions

  • the asphaltic cement usually composed of one of the asphalts together with a proper percentage of residuum or other flux, is poured into the agitated mass and the whole thoroughly mixed until the surfaces of all the stony particles both coarse and fine, are completely coated with the icement.
  • the entire mass is now conducted by suitable means to the press, in which it is compressed under heavy pressure intoblocks or tiles of the required dimensions.
  • asphaltic cement which may be composed, for example, of the following elements. in the following proportionst' 100 lbs. of refined Trinidad Lake asphalt and 8 to 12 lbs. 'of residuum oil or other flux thoroughly'mixed and heated; this cement being added to and mixed with the dry-mixed material in the pug mill, and while still in the old materials prepared as ner and compressed into blocks or tiles or other articles for use.
  • bituminous paving for the utilization of previously compressed paving massesin a new mixture or composition zvhich consists in reducing the said masses into relatively small pieces, approximately one or two through dimension, formed, heating and mixing heating the pieces so a atch oi inches in diameter or t l l through dimension,
  • bituminous paving which consists in compressing the desired'mixture into relatively large masses, such as paving blocks or tiles, permitting them to set in such condition, re ducing the same to relatively small pieces or lumps while maintaining the permanent union of the binder and stony particles of the said relatively small pieces or lumps, heating the same, thereby reducing the same to a granular condition, mixing the granular iaterial thus obtained with a fresh and Pl't iously uncompressed material and finally compressing the whole for use.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Road Paving Structures (AREA)

Description

V UNITED STATES PATENT OFFICE,
GEORGE P. HEMSTREET, 0F HASTINGS-UPON-HUDSON, NEW YORK, ASSIGNORTO THE INTERNATIONAL PAVEMENT COMPANY, OF HARTFORD, CONNECTICUT, A CORPORA- TION OF CONNECTICUT.
BITUMINOUS PAVING.
No Drawing.
To all whom it may concern:
Be it known that I, GEORGE P. HEMSTREET, a citizen of the United States, residing at Hastings-upon-I-Iudson, in the county of VVestchester, State of New York, have invented an Improvement in Bituminous Pavv -mg, of which the followmg description 15 a stone dust, which may be added to make up the required proportion; with an asphaltic binder or cement to unite the mass into 'a compact whole. In preparing this paving composition, as, for example, for block or tile purposes, the body material is commonly first heated and placed in a suitable mixer, usually the ordinary pug mill and is drymixed. Vhen thoroughly dry-mixed and while under agitation in the pug mill, the asphaltic cement, usually composed of one of the asphalts together with a proper percentage of residuum or other flux, is poured into the agitated mass and the whole thoroughly mixed until the surfaces of all the stony particles both coarse and fine, are completely coated with the icement. The entire mass is now conducted by suitable means to the press, in which it is compressed under heavy pressure intoblocks or tiles of the required dimensions. After the compressed blocks or tiles have been cooled, usually in running water, the sto 1y body materials thereof are found usuallyto be so'complet-ely united by the cement that a fracture of a block'will cause the fracture of the larger particles of stone, rather than the separation of the stony particles one from another by failure of the cement to hold them, It has been found in practice that the longer the mass remains in its compressed condition, the more completely does the cement become set. In compressing these blocks or tiles, the composition, which reaches the press in it takes so lon Specification of Letters Patent. Patented Aug. 15, 1911. Application filed February 18, 1905. Serial No. 246,333.
a granular heated condition, frequently varies in consistency, owing to changed conditions of temperature, moisture and the like, and results in a considerable percentage of seconds, or blocks that are more or less imperfect or under or over size. So also the repairs and renewals of pavements once laid result in the collection of a considerable quantity of partially worn blocks, defective because of their reduced sizeor broken corners, broken in removing or under exceptional trafiic but otherwise solid and enduring because the cement has become thoroughly and permanently set. Many attempts and much experiment have been made to utilize these damaged or old blocks, in the making of new blocks, and this experiment and effort has been justified because of the substantial results that would fiow therefrom. So far as known to me, however, all these efforts previous to mine have beenunsuccessful and for-the reason that no practicable way of reducing the blocks to a granular condition has been found. It has been found that the blocks cannot be heated in their full sized condition and thereby reduced for the reason that for the heat to penetrate to the interiors of the masses that the exterior portions become too soft and lose many of the lighter oils in volatilization. On the otherhand, it has been attempted to crush the blocks in crushing machines down to a degree of fineness substantially the same as when the stony particles were first introduced to the press but here it has been found that the finely crushed masses have presented so many new broken stony' faces to be recoated with cement that the whole amount of cement required in the new blocks would be abnormal and the resultant blocks unduly soft and uncommercial. I have discovered. however, that if the old or previously com pressed blocks be broken in a. crusher into small pieces, say measuring from one to two inches in diameter, that the amount of I broken stony surfaces thereby produced, is not sufficient to require an undue amount of cement in the ultimate mixture, yet when so reduced the masses may be passed through a stone heater and sufficiently and uniformly heated through and through so that when they issue from the heater they are in a granular condition and nearly though not quite as soft and flowable as the new mix:
' turej b'ut sufficiently so to enable the same to be'added in proper proportions to and mixed with the-new mixture in the pug mill and the whole thoroughlyintermixed and incorporated and afterward pressed as before into blocks or tiles. Of course thepropor- "tion of cement first. placed in thepugmill somewhat exceeds Whatwould be required if none of the old materials were to be incor- .porated therewith; this excess, being sufficient merely to coat the freshly broken stony handled properly.
In carrying outthis process extensively,
as I have, I have been able to use all. seconds or old-blocks, andthereby economize in the ultimate costof blocks suited for paving notwithstandingthe increased cost of handling the materials which results from the breaking and heating of the old blocks. I
have also found what is also of'importance, namely, that the blocks in which this old material isincorporated as above described,
are superior to blocks otherwise similarly "made but wholly of new materials; and this I attribute to the fact that the first compres-' sion of the' blocks followed by a certain period of set before they are again utilized, gives the binder opportunity more thoroughly and permanently to unite the stony particles in a permanent and enduring manner and that this permanency is not destroyed by the subsequent recrushing' and reheating, but softens merely to a sufiicient extent to enable it to be remixed with the new materialv without losing that intimacy and-permanency of binding effect which resulted from the first compression and subsequent'period of set. l Vhen subjected in the new mass to 'a further compression, this intimacy and permanency or cementitious union is rendered even more complete and the average for the block becomes higher v than asif wholly made, from new materials.
I In carrying out my inventionthe proportionsof the various elements employed may .be Varied as occasion may require." The following example has shown excellent results:
Take 85% more or less of freshly crushed and partly pulverized rock reduced to the fusual'sizes and mix the same with 41} to 5% more or less of limestone dust or fines, mix- '55 ing the whole thoroughly in a pug mill or suitable mixer; add to this from 11 to 12% v of asphaltic cement, which may be composed, for example, of the following elements. in the following proportionst' 100 lbs. of refined Trinidad Lake asphalt and 8 to 12 lbs. 'of residuum oil or other flux thoroughly'mixed and heated; this cement being added to and mixed with the dry-mixed material in the pug mill, and while still in the old materials prepared as ner and compressed into blocks or tiles or other articles for use.
described, and reduced to a granular condit10n, are ordmarlly not so moblle as the new mixture wlth which they are to be incorpoold will de end somewhat upon. the characreducing the blocks to such sizes'as may be readily penetrated by an'even degree of that is consistent with so doing.
Claims: 1 1. The improvement in bituminous paving for the utilization of previously compressed paring masses in a new mixture or ing the said masses into relatively small pieces approximately one to two lnCllQSlD comprising stony materials. fines and a cementitious binder, thoroughly mixed and heated, and compressing. the resultant "mixture for use. I
2. The improvement in the manufacture of paving compositions which'consists in heating a body material composed of stony materials and fines. dry mixing the same, adding thereto" and mixing therewith a cementitious binder, and compressing the mixture into blocks or tiles, cooling the blocks or tiles so formed, permitting said blocks 'or tiles to set, breaking the same into smaller pieces exceeding the size produced by grinding or pulverizing, said pieces substantially retaining the permanent union of their stony particles and binder, heating said pieces together uniformly throughout, mixing the same with a fresh batch of the said mixed, heated and-uncompressed commixed mass for use. v
3. The improvement in the manufacture of paving compositions which consists in heating a body composed of stony materials, adding fines including limestone dust,1mixing the same, adding a bituminous cementitious binder,.a-nd compressing the mixture tiles so formed, permitting said blocks or The old materials when reheated as above ter' of the ieating apparatus employed and also 'uponthe sizes to which the old blocks have been first reduced before the heating,v Probably the best results are obtainable by heat,while reducing the number of frac-U tures.of the stony material to a minimum diameter or through dimension, heating the pieces so formed, mlxing them wlth a batchv of fresh bituminous pav ng composition position and compressing the thoroughlytiles to set, breaking the same into smaller 1 above stated are added to the mass inthe proportion say of 1 of the old to 4 of the 1 I new. After the whole has been thoroughlymixed together, it is removed in usual mane.
rated and therefore the proportion in which the old can be added to the new, will "vary. more or less, according to ".themobility of the old. For'exaniple: this mobility of the paving composition which consists in reducinto blocks ortiles, cooling the blocks or said mixed, heated and uncompressed composi'tion and compressing the thoroughly mixed mass for use.
4. The improvement in the manufacture L of paving composition which consists in heating a body composed of stony materials, adding fines including limestone dust, mix ing the same, adding a bituminous cementitious binder, and, compressing the mixture into blocks or tiles, cooling the blocks or tiles so formed, breaking the same into smaller pieces exceeding the size produced by grindmg or pulverizmg, said pieces substantially retaining the permanent union of stony particles and binder,'heating said pieces together uniformly throughout, mixing the same with a fresh batch of-the said mixed, heated and uncompressed composition and com )ressing the thoroughly mixed mass into briciis or tiles for use.
5. The improvement in bituminous pav ing for the utilization of previously compressed paving masses in a new mixture or composition which consists in reducing the said masses into relatively small pieces, approximately one or two mches in diameter or through dimension, heating the pieces so formed, heating and mixing a batch of freshly crushed and partly pulverized rock, limestone dust and asphaltic cement, agitating said batch, mixing therewith said relatively small pieces of previously compressed paving masses, and compressing the resultant mixture for use.
6. The improvement. 1' bituminous paving for the utilization of previously compressed paving masses in a new mixture or composition which consists in reducing the said masses into relatively smah pleces, ap-
proximately one or two inches in diameter or through dimension, heating tliepieces so formed, heating and mixing a batch of freshly crushed and partly pulverized rock, fines and a somewhat excessive quantity of cementitious binder and while the said batch in agitation, adding thereto said relatively small pieces of previously compressed paving masses and cbmpressing the resultant mixture for use.
7. The improvement in bituminous paving for the utilization of previously compressed paving massesin a new mixture or composition zvhich consists in reducing the said masses into relatively small pieces, approximately one or two through dimension, formed, heating and mixing heating the pieces so a atch oi inches in diameter or t l l through dimension,
freshly crushed and partly pulverized rock, limestone dust and a somewhat excessive quantity of asphaltic cement and, while the said batch is in agitation, adding thereto said relatively small pieces of previously compressed paving masses and compressing the resultant mixture for use.
8. The improvement in bituminous paving for the utilization of previously compressed paving masses in a new mixture or composition which consists in reducing the said masses into relatively small pieces, approximately one -or two inches in diameter or heating the pieces so formed, heating and dry mixing a batch of freshly crushed and partly pulverized rock and fines, adding to and mixing therewith a somewhat excessive quantity of cementitious binder and, while the said batch is in agitation, adding thereto said relatively small pieces of previously compressed pavmg masses and compressing the resultant mixture for use.
9. The improvement in bituminous pav ing for the utilization of previously compressed paving masses in a new mixture or composition which consists in reducing the said masses into relatively smallpieces, appro; ately one or two inches in diameter or through dimension, heating the pieces so formed, heatin and dry mixing a. batch of freshly crushe and partly pulverized rock and a small proportion of limestone dust, adding to and mixing with said batch a somewhat excessive quantity of cementitious binder, and whilethe said batch is in agitation adding thereto a less quantity of said relatively small pieces of previously compressed paving masses, and finally compressing the-resultant mixture for use.
10. The improvement in the manufacture of bituminous paving which consists in compressing the desired'mixture into relatively large masses, such as paving blocks or tiles, permitting them to set in such condition, re ducing the same to relatively small pieces or lumps while maintaining the permanent union of the binder and stony particles of the said relatively small pieces or lumps, heating the same, thereby reducing the same to a granular condition, mixing the granular iaterial thus obtained with a fresh and Pl't iously uncompressed material and finally compressing the whole for use.
In testimony whereof. I have signed' my name to this specification, in the presence of two subscribing witnesses.
GEGRGE P. HEMSTREET.
Witnesses HARRY Srncnrnr, Fern Gonnrcrr.
US24633305A 1905-02-18 1905-02-18 Bituminous paving. Expired - Lifetime US1000520A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US24633305A US1000520A (en) 1905-02-18 1905-02-18 Bituminous paving.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US24633305A US1000520A (en) 1905-02-18 1905-02-18 Bituminous paving.

Publications (1)

Publication Number Publication Date
US1000520A true US1000520A (en) 1911-08-15

Family

ID=3068846

Family Applications (1)

Application Number Title Priority Date Filing Date
US24633305A Expired - Lifetime US1000520A (en) 1905-02-18 1905-02-18 Bituminous paving.

Country Status (1)

Country Link
US (1) US1000520A (en)

Similar Documents

Publication Publication Date Title
US27401A (en) Improvement in solidified fuel from coal-dust
US3651179A (en) Agglomerating oxidized or weathered carbonaceous material using powdered pitch or asphalt as binder
US1000520A (en) Bituminous paving.
US1954997A (en) Production of asphalt paving mixtures
US1596232A (en) Surfacing material and process of making the same
US1531723A (en) Process of manufacturing and laying bituminous sheet pavement
US1505880A (en) Pavement composition
US1772149A (en) Composition of matter for use as alpha building material
US684739A (en) Artificial pavement.
US2023675A (en) Fibrous composition
US1327726A (en) Composition for paving and other purposes
US1077081A (en) Method of treating bitumen or bitulithic materials.
US1007832A (en) Art of manufacturing compressed asphalt paving-blocks.
USRE16750E (en) Stephen j
US1220682A (en) Pavement and process of making the same.
US1741973A (en) Process of making fused cement
US875288A (en) Manufacture of bituminous concrete.
US1235989A (en) Plastic surfacing material and the process of producing same.
DE613620C (en) Process for the production of finely ground powders from bituminous and similar substances, e.g. Asphalt, montan wax, resins or the like.
US1521749A (en) Highly-refractory article
US859086A (en) Process of making phosphorus.
US705803A (en) Asphaltic paving mixture or composition.
US1830486A (en) Method of building roads and in preparing of the materials therefor
US170502A (en) Improvement in the manufacture of fire-brick
US657799A (en) Process of making asphaltic composition powder.