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GB2264712A - Road filler - Google Patents

Road filler
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Publication number
GB2264712A
GB2264712AGB9204929AGB9204929AGB2264712AGB 2264712 AGB2264712 AGB 2264712AGB 9204929 AGB9204929 AGB 9204929AGB 9204929 AGB9204929 AGB 9204929AGB 2264712 AGB2264712 AGB 2264712A
Authority
GB
United Kingdom
Prior art keywords
mixture
repaired
necessary
hole
instantaneous
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.)
Withdrawn
Application number
GB9204929A
Other versions
GB9204929D0 (en
Inventor
Daniel Bermejo
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 IndividualfiledCriticalIndividual
Priority to GB9204929ApriorityCriticalpatent/GB2264712A/en
Publication of GB9204929D0publicationCriticalpatent/GB9204929D0/en
Publication of GB2264712ApublicationCriticalpatent/GB2264712A/en
Withdrawnlegal-statusCriticalCurrent

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Abstract

A road filler product comprises asphaltic concrete, stone aggregate, gas oil and an adhesive improver.

Description

ROAD FILLERThis invention relates to a road filler productRoad filler products could be used to do repairs in asphalted concrete surfaces only In the traditional method you have to frame the hole in the road , and dry it before applying an asphaltic primer, this requires a special equipment and labour Then when the asphaltic primer is dried, the mixture of asphalted concrete and stone is applied at a temperature of 130 to 170 centrigrades, after this a roller has to be used at a mixing temperature not less than 110 centrigrades, to obtain a good density, this requires labour as well as rearranging traffic deviations in the roadThe components of this formula are the followingAsphaltic Concrete ( Bitalco is the one used in the Argentina from the national petrol company YPFAdherence Improver ( the one used in Argentina of QuimicaBoanerense in Buenos Aires 6as OilOils : Nuto It ( ESSO ) or TELIUS 37 ( SHELLStone Aggregate, Physical Analysis and GradingSieve % that goes through sieve3/8 100 % 4 85-100 % 8 10-40 % 16 0 - 10 % 50 0 -5 %Absorption 1-2.5 %Abrasion Los Angeles 40 % max.
Sieve 200 per wash 2 % max.
Temperature Tolerance -30 Centigrades up to 50Centrigrades over 0ROAD FILLER FORMULABITALCO 4.8 % of stone aggregateGas Oil 0.96% of stone aggregateOils ( Telius 37 -SHELL- 0.2 % of stone aggregate or Nuto H 32 -ESSOAdherence Improver 1 % of Bitalco EXAMPLEBITALCO 5.200 Kg 5.200 x 100 = 108.333 Kg of stone4.8 108.333 x 0.96 % = 1040 Kg then 1.040 Kg % % 0.75 ( specific weight or gas oil density ) = 1.386 Gas Oil Litres 108.333 Kg x 0.2 % = 216 Oil Kg 216 g % 0.86 ( oil specific weight ) = 251 Oil LitresADHERENCE IMPROVER 5.200 Kg (BITALCO) * 1 % = 52 Adherene improver litresMIXTURE PREPARATIONFirst add to Bitalco the Gas Oil, Oil and the AdherenceImprover, when this preparation is done add it to the stone at a 6,0 %WARNING : the temperature of Bitalco ( asphaltic concrete should be between 80 and 90 centigrades as a top temperature, and the stone aggregate should not be more than 75 centigrades This is extremely important to obtain a successful result

Claims (1)

  1. CLAIMS 1 ) This is I ns an Instantaneous Road Filler and as its name says, it repairs a Breakage in any type of paving be it ofPrecast concrete or an Asphalted type of paving " IN A FEWMINUTES ". The Breakage or deep hole as we say in Argentina is repaired by placing in the deteriorated or Broken Zone, this cold MixtureS with only taking the simple precaution of cleaning well the Surface to be repaired with any kind of conventional Brush, and immediately the Instantaneous RoadFiller is placed the later Traffic of passing vehicles is entrusted with compacting the mixture.For this reason the use of a Roller isnt't necessary Neither is it necessary to coat the hole or Broken Zone with any type of Asphaltic Watering of those diluted inPetrol that fulfils the function of alliance, between the paving to be repaired or the hole and the mixture of theInstantaneous Road Filler because of the Great Adhesicln that this repairer material possesses. Owing justly to this Great adhesion, even if the Area to be repaired is somewhat wets the Adhesion of the Instantaneous Road Filler will be perfect. With this Mixture it isn't necessary that the surface to be treated is completely dry.
GB9204929A1992-03-061992-03-06Road fillerWithdrawnGB2264712A (en)

Priority Applications (1)

Application NumberPriority DateFiling DateTitle
GB9204929AGB2264712A (en)1992-03-061992-03-06Road filler

Applications Claiming Priority (1)

Application NumberPriority DateFiling DateTitle
GB9204929AGB2264712A (en)1992-03-061992-03-06Road filler

Publications (2)

Publication NumberPublication Date
GB9204929D0 GB9204929D0 (en)1992-04-22
GB2264712Atrue GB2264712A (en)1993-09-08

Family

ID=10711644

Family Applications (1)

Application NumberTitlePriority DateFiling Date
GB9204929AWithdrawnGB2264712A (en)1992-03-061992-03-06Road filler

Country Status (1)

CountryLink
GB (1)GB2264712A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication numberPriority datePublication dateAssigneeTitle
RU2150440C1 (en)*1998-02-162000-06-10Самарская государственная архитектурно-строительная академияBitumen-mineral mix
RU2611801C1 (en)*2016-03-102017-03-01Федеральное государственное бюджетное образовательное учреждение высшего образования "Ивановский государственный химико-технологический университет" (ИГХТУ)Asphalt-concrete mixture

Citations (5)

* Cited by examiner, † Cited by third party
Publication numberPriority datePublication dateAssigneeTitle
GB1218868A (en)*1967-05-191971-01-13Hoechst AgProcess for improving the adherence of binders to stones
GB1490573A (en)*1975-01-301977-11-02Automotive Prod Co LtdAdjusting devices in internal shoe drum brakes
GB2009758A (en)*1977-12-131979-06-20DegussaProcess for mineral asphaltic surfacings for road and highway construction
EP0227238A1 (en)*1985-10-171987-07-01Exxon Research And Engineering CompanyAsphaltic composition
US4806166A (en)*1987-09-171989-02-21Westvaco CorporationTall oil based amino esters as anti-stripping agents for asphalt

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication numberPriority datePublication dateAssigneeTitle
GB1218868A (en)*1967-05-191971-01-13Hoechst AgProcess for improving the adherence of binders to stones
GB1490573A (en)*1975-01-301977-11-02Automotive Prod Co LtdAdjusting devices in internal shoe drum brakes
GB2009758A (en)*1977-12-131979-06-20DegussaProcess for mineral asphaltic surfacings for road and highway construction
EP0227238A1 (en)*1985-10-171987-07-01Exxon Research And Engineering CompanyAsphaltic composition
US4806166A (en)*1987-09-171989-02-21Westvaco CorporationTall oil based amino esters as anti-stripping agents for asphalt

Cited By (2)

* Cited by examiner, † Cited by third party
Publication numberPriority datePublication dateAssigneeTitle
RU2150440C1 (en)*1998-02-162000-06-10Самарская государственная архитектурно-строительная академияBitumen-mineral mix
RU2611801C1 (en)*2016-03-102017-03-01Федеральное государственное бюджетное образовательное учреждение высшего образования "Ивановский государственный химико-технологический университет" (ИГХТУ)Asphalt-concrete mixture

Also Published As

Publication numberPublication date
GB9204929D0 (en)1992-04-22

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WAPApplication withdrawn, taken to be withdrawn or refused ** after publication under section 16(1)

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