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HOT ASPHALT PAVEMENT INSTALLATION METHOD UTILIZING SOLID PHASE AUTOREGENERATIVE COHESION
20170058468 · 2017-03-02 ·

A method for installing hot asphalt pavement includes heating an aggregate to a temperature of from about 350 F. to about 400 F. using an emitter comprising a birefringent material, the emitter generating electromagnetic radiation having a wavelength of from 2 microns to 1 millimeter, wherein the aggregate is a recycled asphalt pavement; adding the aggregate to an asphalt in a mill to yield a mixture of aggregate with baked-on asphalt; laying the mixture down over a base to form a first layer of lift; and compacting the first layer.

HOT ASPHALT PAVEMENT INSTALLATION METHOD UTILIZING SOLID PHASE AUTOREGENERATIVE COHESION
20170058468 · 2017-03-02 ·

A method for installing hot asphalt pavement includes heating an aggregate to a temperature of from about 350 F. to about 400 F. using an emitter comprising a birefringent material, the emitter generating electromagnetic radiation having a wavelength of from 2 microns to 1 millimeter, wherein the aggregate is a recycled asphalt pavement; adding the aggregate to an asphalt in a mill to yield a mixture of aggregate with baked-on asphalt; laying the mixture down over a base to form a first layer of lift; and compacting the first layer.

Apparatus and method for recycling bituminous material bodies by melting
09574137 · 2017-02-21 ·

The invention shows an apparatus for recycling bituminous material bodies by melting, in particular for recycling bituminous composite material bodies comprising a composite material and a bituminous material, in particular roofing materials, in particular in the form of bituminous covering layers of roofing sheets, the apparatus including: a vessel having a vessel wall surrounding an interior space of the vessel extending along a vertical axis of the vessel for receiving the bituminous material bodies, a bottom plate and a compression plate extending transverse to the vertical axis wherein at least the compression plate has a number of through flow orifices adapted to allow a through flow of molten bituminous material, wherein the plates are movable along the vertical axis such that in a first operating state the compression plate is in a middle position for forming a melting space of larger size between the compression plate and the bottom plate for melting bituminous material in the melting space wherein the bottom plate is in a melting position, in a second operating state the compression plate is in a lower position for forming a compression space of minor size between the compression plate and the bottom plate for compressing solid residues and/or solid composite material in the compression space, and
wherein
molten bituminous material is retained in a storing space above the compression plate for storing and/or discharging bituminous material, wherein the bottom plate is in a compression position, wherein the compression plate is movable from the middle position to the lower position.

Method for heating and dispensing asphalt in an aboveground asphalt storage facility

A method of heating and dispensing bitumen in a storage tank and bitumen terminal in that bitumen is heated in the storage tank and in a casing installed in the tank to a temperature of in-plant transportation of at least 80 C. Bitumen is heated and maintained by heaters in the main storage tank volume outside the casing with an intake and drain pipe of the tank at a temperature not lower than the flow temperature of 60 C. Bitumen is fed from the casing to the working tank main volume as the bitumen is discharged from the working tank. Bitumen is heated in a casing in the working tank to a working temperature of not less than 140 C. with subsequent release to external transport or in the technological process. Bitumen is heated in the main working tank main volume to a temperature not lower than 80 C.

Method for heating and dispensing asphalt in an aboveground asphalt storage facility

A method of heating and dispensing bitumen in a storage tank and bitumen terminal in that bitumen is heated in the storage tank and in a casing installed in the tank to a temperature of in-plant transportation of at least 80 C. Bitumen is heated and maintained by heaters in the main storage tank volume outside the casing with an intake and drain pipe of the tank at a temperature not lower than the flow temperature of 60 C. Bitumen is fed from the casing to the working tank main volume as the bitumen is discharged from the working tank. Bitumen is heated in a casing in the working tank to a working temperature of not less than 140 C. with subsequent release to external transport or in the technological process. Bitumen is heated in the main working tank main volume to a temperature not lower than 80 C.

Pavement repair system utilizing solid phase autoregenerative cohesion
09551117 · 2017-01-24 ·

A method for repairing an aged asphalt pavement is provided. The method involves passing an emitter over the aged asphalt pavement, wherein the emitter generates electromagnetic radiation having a wavelength of from 20 microns to 1 mm that penetrates into the pavement to a depth of at least 2 inches. The asphalt pavement is repaired by disturbing voids and interstices in the damaged pavement without dehydrogenation of the asphalt, such that oligomers present in the aged asphalt are linked together into longer polymer chains to improve ductility of the aged asphalt.

Pavement repair system utilizing solid phase autoregenerative cohesion
09551117 · 2017-01-24 ·

A method for repairing an aged asphalt pavement is provided. The method involves passing an emitter over the aged asphalt pavement, wherein the emitter generates electromagnetic radiation having a wavelength of from 20 microns to 1 mm that penetrates into the pavement to a depth of at least 2 inches. The asphalt pavement is repaired by disturbing voids and interstices in the damaged pavement without dehydrogenation of the asphalt, such that oligomers present in the aged asphalt are linked together into longer polymer chains to improve ductility of the aged asphalt.

Fabrication of carbon fibers with high mechanical properties
12371821 · 2025-07-29 · ·

A method of fabricating carbon fibers includes the steps of: (a) melting asphaltene solids in a sealed vessel; (b) spinning melted asphaltenes to fabricate green fibers; (c) stabilizing the green fibers; (d) carbonizing the stabilized green fibers; and (e) optionally graphitizing carbonized fibers.

Plastic pyrolysis heating/reaction recipe

Systems and processes for pyrolyzing waste plastics, including, in one or more heating stages, heating a waste plastic from an initial temperature to a peak pyrolysis temperature, and, in a final pyrolysis stage, providing heat input sufficient to maintain a temperature of the waste plastic at a pyrolysis reaction temperature less than the peak pyrolysis temperature and maintaining the waste plastic at the pyrolysis reaction temperature for a time period to convert a portion of the waste plastic to a pyrolyzed product and a pitch. The process further includes recovering the pyrolyzed product and recovering the pitch.

Plastic pyrolysis heating/reaction recipe

Systems and processes for pyrolyzing waste plastics, including, in one or more heating stages, heating a waste plastic from an initial temperature to a peak pyrolysis temperature, and, in a final pyrolysis stage, providing heat input sufficient to maintain a temperature of the waste plastic at a pyrolysis reaction temperature less than the peak pyrolysis temperature and maintaining the waste plastic at the pyrolysis reaction temperature for a time period to convert a portion of the waste plastic to a pyrolyzed product and a pitch. The process further includes recovering the pyrolyzed product and recovering the pitch.