GB2264712A - Road filler - Google Patents

Road filler Download PDF

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Publication number
GB2264712A
GB2264712A GB9204929A GB9204929A GB2264712A GB 2264712 A GB2264712 A GB 2264712A GB 9204929 A GB9204929 A GB 9204929A GB 9204929 A GB9204929 A GB 9204929A GB 2264712 A GB2264712 A GB 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Withdrawn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 Individual filed Critical Individual
Priority to GB9204929A priority Critical patent/GB2264712A/en
Publication of GB9204929D0 publication Critical patent/GB9204929D0/en
Publication of GB2264712A publication Critical patent/GB2264712A/en
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/10Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
    • E01C7/14Concrete paving
    • E01C7/147Repairing concrete pavings, e.g. joining cracked road sections by dowels, applying a new concrete covering
    • 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

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Materials Engineering (AREA)
  • Architecture (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Medicinal Chemistry (AREA)
  • Polymers & Plastics (AREA)
  • Organic Chemistry (AREA)
  • Road Repair (AREA)
  • Road Paving Structures (AREA)

Abstract

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

Description

ROAD FILLER This invention relates to a road filler product Road 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 road The components of this formula are the following Asphaltic Concrete ( Bitalco is the one used in the Argentina from the national petrol company YPF Adherence Improver ( the one used in Argentina of Quimica Boanerense in Buenos Aires 6as Oil Oils : Nuto It ( ESSO ) or TELIUS 37 ( SHELL Stone Aggregate, Physical Analysis and Grading Sieve % that goes through sieve 3/8 100 % 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 50 Centrigrades over 0 ROAD FILLER FORMULA BITALCO 4.8 % of stone aggregate Gas Oil 0.96% of stone aggregate Oils ( Telius 37 -SHELL- 0.2 % of stone aggregate or Nuto H 32 -ESSO Adherence Improver 1 % of Bitalco EXAMPLE BITALCO 5.200 Kg 5.200 x 100 = 108.333 Kg of stone 4.8 108.333 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 Litres ADHERENCE IMPROVER 5.200 Kg (BITALCO) * 1 % = 52 Adherene improver litres MIXTURE PREPARATION First add to Bitalco the Gas Oil, Oil and the Adherence Improver, 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 of Precast concrete or an Asphalted type of paving " IN A FEW MINUTES ". 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 Road Filler 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 in Petrol that fulfils the function of alliance, between the paving to be repaired or the hole and the mixture of the Instantaneous 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.
    It is a Mixture that is prepared hot, the main ingredient is an Asphaltic concrete which hardens on cooling, a thing that doesn't happen on having the additional elements of the Formula and this " Instantaneous Repairer " Mixture can be used for pavings up to eight (8) Months after it has been prepared. It can be stored all this time indoors or in the open air.
    With the proceedure of fabrication of this mixture, the asphaltic concrete and the stone to be used in the asphaltic fabrication plant, must be at a temperature between 50 and 90 centigrade, as a top temperature in order not to burn the added chemicals that are aggregated to the Asphaltic concrete and you must be rigourously strict with the proportions that are detailed in the Formula also obeying the grading and its characteristics as described of the stony material to be used in order to get a correct mixture and be able to obtain excel lent results.
    The Instantaneous Road Filler makes all the process cheaper in repairing any type of paving, be it paved urban highways wide public Roads, AirstripsS Level Crossings and Roads used for every type of vehicle. Circulation by the large reduction of highway equipment and personnel that es necessary in the utilization of traditional Mixtures, this means it is economical by not having to use Asphaltic primers for allianceS with the Instantaneous Road Filler they aren't necessary.
    2 ) This product can be applied in high or low temperaures, that is to sayF in summer or in the middle of winter and it doesn't require expensive equipment or labour. Only a motor vehicle to transport the Mixture, 1 Brushes to clean the hole, 1 manual shovels, and with 2 workmen, you can repair any type of paving breakage in a few minutes.
    .N As it isn't necessary to frame the hole in order that it doesn't displace itself, like when a traditional Mixture is used, with the use. of a Roller, Pneumatic Hammer and the 2 Workmen. Not having to enlarge the hole only the Mixture that is necessary is utilized 4 ) Once the Breakage to be repaired is swept, " WITHOUT PUTTING " in an Rsphaltic Alliance diluted in Petrol , the same hole is filled ed with the Mixture of the Instantaneous Road FillEr, leaving 1-2 cm above the surface of the Road level and it is opened to Traffic inmediately which will compact the Mixture to Road level.
    THE BREAKAGE IS ALREADY REPAIRED 5 As the repair requires only a few minutes it isn't necessary to make any deviation to redirect the traffic and when a Greater volume of passing vehicles pass over the repaired zone it will obtain density and hardness of the placed Mixture.
    6 ) The Instantaneous Road Filler does not stick on car tyres 7 ) If the hole to be repaired is very deep it could be filled with stone of a grading of approximately between i to 6 cnq leaving 5 cn at the top to cover with this instantaneous filler
GB9204929A 1992-03-06 1992-03-06 Road filler Withdrawn GB2264712A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB9204929A GB2264712A (en) 1992-03-06 1992-03-06 Road filler

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB9204929A GB2264712A (en) 1992-03-06 1992-03-06 Road filler

Publications (2)

Publication Number Publication Date
GB9204929D0 GB9204929D0 (en) 1992-04-22
GB2264712A true GB2264712A (en) 1993-09-08

Family

ID=10711644

Family Applications (1)

Application Number Title Priority Date Filing Date
GB9204929A Withdrawn GB2264712A (en) 1992-03-06 1992-03-06 Road filler

Country Status (1)

Country Link
GB (1) GB2264712A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2611801C1 (en) * 2016-03-10 2017-03-01 Федеральное 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 number Priority date Publication date Assignee Title
GB1218868A (en) * 1967-05-19 1971-01-13 Hoechst Ag Process for improving the adherence of binders to stones
GB1490573A (en) * 1975-01-30 1977-11-02 Automotive Prod Co Ltd Adjusting devices in internal shoe drum brakes
GB2009758A (en) * 1977-12-13 1979-06-20 Degussa Process for mineral asphaltic surfacings for road and highway construction
EP0227238A1 (en) * 1985-10-17 1987-07-01 Exxon Research And Engineering Company Asphaltic composition
US4806166A (en) * 1987-09-17 1989-02-21 Westvaco Corporation Tall oil based amino esters as anti-stripping agents for asphalt

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1218868A (en) * 1967-05-19 1971-01-13 Hoechst Ag Process for improving the adherence of binders to stones
GB1490573A (en) * 1975-01-30 1977-11-02 Automotive Prod Co Ltd Adjusting devices in internal shoe drum brakes
GB2009758A (en) * 1977-12-13 1979-06-20 Degussa Process for mineral asphaltic surfacings for road and highway construction
EP0227238A1 (en) * 1985-10-17 1987-07-01 Exxon Research And Engineering Company Asphaltic composition
US4806166A (en) * 1987-09-17 1989-02-21 Westvaco Corporation Tall oil based amino esters as anti-stripping agents for asphalt

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2611801C1 (en) * 2016-03-10 2017-03-01 Федеральное государственное бюджетное образовательное учреждение высшего образования "Ивановский государственный химико-технологический университет" (ИГХТУ) Asphalt-concrete mixture

Also Published As

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

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Legal Events

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