Batch method of recycling asphaltic concrete

• US 4,387,996 A
• Filed: 05/11/1981
• Issued: 06/14/1983
• Est. Priority Date: 04/14/1980
• Status: Expired due to Fees

• Current Assignee: Robert L. Mendenhall
• Original Assignee: Robert L. Mendenhall
• Inventors: Mendenhall, Robert L.
• Primary Examiner(s): Coe, Philip R.
• Assistant Examiner(s): Pitko, Joseph M.
• Application Number:
  US06/262,553
• Time in Patent Office: 764 Days
• Field of Search: 366/2-4, 366/7, 366/8, 366/14, 366/15, 366/22, 366/23, 366/24, 366/25, 366/37, 366/154, 366/177, 366/235, 106/281 R, 432/106
• US Class Current: 366/4
• CPC Class Codes: C10C 3/007 winning and separation of asphalt from mixtures with aggregates, fillers and other products, e.g. winning from natural asphalt and regeneration of waste asphalt
• CPC Class Codes: E01C 19/1004 Reconditioning or reprocessing bituminous mixtures, e.g. salvaged paving, fresh patching mixtures grown unserviceable; Recycling salvaged bituminous mixtures; Apparatus for the in-plant recycling thereof E01C19/1036 takes precedence
• CPC Class Codes: E01C 19/1036 for in-plant recycling or for reprocessing, e.g. adapted to receive and reprocess an addition of salvaged material, adapted to reheat and remix cooled-down batches
• CPC Class Codes: E01C 2019/1095 Mixing containers having a parallel flow drum, i.e. the flow of material is parallel to the gas flow

Abstract

A batch method of producing asphalt-aggregate composition having a temperature of at least about 200° F. and at least about 20% used asphaltic concrete comprises heating solid particles of the used material in a first drum to a temperature of at least about 150° F., separately heating virgin aggregate in a second drum to a temperature of less than about 400° F., and mixing the two materials, preferably with the addition of hot liquid or paving grade asphalt. In a second embodiment, unheated used asphaltic concrete is mixed with heated used asphaltic concrete and heated virgin aggregate.

Claims

1. A batch method of producing an asphalt-aggregate composition at a temperature of at least about 200°

F. and having at least 50% used asphaltic concrete comprising;

(a) heating particles of 100% used asphaltic concrete to a temperature of at least about 150°

F. in a first drum by directly exposing said particles to hot gases of combustion,

(b) heating virgin aggregate to a temperature of less than about 400°

F. in a second drum, and

(c) mixing the heated particles of used asphaltic concrete, virgin aggregate, and liquid asphalt to achieve said asphalt-aggregate composition.

2. A batch method of producing an asphalt-aggregate composition at a temperature of at least about 200°

F. and having at least 20% used asphaltic concrete comprising;

(a) introducing solid particles of an asphaltic concrete composition comprising a mixture of asphalt and aggregate into a first drum,

(b) introducing hot gases of combustion into said first drum through a first port while rotating said drum and directly exposing said asphaltic concrete composition to said hot gases, burning hydrocarbon volatiles from said asphaltic concrete composition in said drum and concurrently venting said burned volatiles substantially only through said first port concurrently with said introduction of said hot gases of combustion therein,

(c) heating said asphaltic concrete composition particles in said drum to at least about 150°

F. and recovering said heated asphaltic concrete composition,

(d) heating non-asphalt containing aggregate particles in a second drum to a temperature up to about 400°

F. and recovering the heated aggregate particles, and

(e) mixing said heated asphaltic concrete composition and non-asphalt containing aggregate particles to produce said asphalt-aggregate composition.

3. The method of claim 2 including adding hot asphalt to said asphalt-aggregate composition during said mixing.

4. The method of claim 2 wherein said asphalt-aggregate composition has a temperature of between about 225°

F. and about 300°

F. and wherein said aggregate is heated to a temperature below about 350°

F.

5. The method of claim 2, 3, or 4 wherein the amount of said used asphaltic concrete is between about 50% and about 99%, by weight.

6. A method of producing an asphalt-aggregate composition at a temperature of at least about 225°

F. and having at least 50% used asphaltic concrete comprising;

(a) heating particles of 100% used asphaltic concrete to a temperature of at least about 225°

F. in a first drum by directly exposing said particles to hot gases of combustion,

(b) heating virgin aggregate to a temperature of above about 400°

F. in a second drum, and

(c) mixing the heated particles of used asphaltic concrete, virgin aggregate, and unheated asphaltic concrete particles to achieve said asphalt-aggregate composition.

8. The process of claim 6 or 7 wherein said unheated asphaltic concrete composition is at least about 50% of said asphalt-aggregate composition.

7. A method of producing an asphalt-aggregate composition at a temperature of at least about 225°

F. and having greater than 50% used asphaltic concrete comprising;

(a) heating solid particles of an asphaltic concrete composition comprising a mixture of asphalt and aggregate in a first drum, by introducing hot gases of combustion into said first drum through a first port while rotating said drum and directly exposing said particles to said hot gases, burning hydrocarbon volatiles from said asphaltic concrete composition in said drum and concurrently venting said burned volatiles substantially only through first port concurrently with said introduction of said hot gases of combustion therein, and heating said asphaltic concrete composition particles in said drum to at least about 225°

F. and recovering said heated asphaltic concrete composition,

(b) heating non-asphalt containing aggregate particles in a second drum to a temperature above 400°

F. and recovering the heated aggregate particles, and

(c) mixing said heated asphaltic concrete composition and heated non-asphalt containing aggregate particles with unheated asphaltic concrete composition particles to produce said asphalt-aggregate composition having a temperature of at least about 225°

F.