C04B2111/0075

Method for preparing hot-mixed asphalt mixture

The present invention provides a method for preparing a hot-mixed asphalt mixture, and relates to the technical field of road engineering. In the present invention, asphalt and aggregates are preheated separately, where the aggregates include coarse aggregates and fine aggregates; the coarse aggregates, part of the fine aggregates and asphalt that are preheated are subjected to a first mixing to obtain a first mixture; the remaining fine aggregates are added to the first mixture for a second mixing to obtain a second mixture; and a mineral powder is added to the second mixture for a third mixing, and discharging is conducted to obtain a hot-mixed asphalt mixture.

Methods and compositions to increase performance of asphalt cement concrete comprising recycled asphalt pavement

Embodiments of the invention are amendments to hot-mix asphalt (“HMA”) which open new price/performance areas to asphalt cement concrete (“ACC”) pavement. Equivalent-performing pavement may be made at lower cost, or higher-performing pavement may be made at equivalent-to-prior-art cost. The amendments, recycled asphalt pavement (“RAP”, and including recycled asphalt shingles [“RAS”]), and reinforcing fiber (aramid fiber) may be adjusted as described herein to achieve a desired price/performance target.

Acrylated and acylated or acetalized polyol as a biobased substitute for hard, rigid thermoplastic and thermoset materials

The present invention relates to a homopolymer, copolymer, block copolymer, and statistical copolymer comprising plural polyol monomeric units. The polyol monomeric units being acrylated and acylated or acetalized. The acrylated and acylated or acetalized polyol monomeric units have an average degree of acrylation which is 1 or more, but less than the number of the hydroxyl groups of the polyol and have an average degree of acylation or acetalization which is 1 or more, but less than the number of the hydroxyl groups of the polyol. The present invention also relates to a method of making the homopolymers, copolymers, block copolymers, and statistical copolymers, and using them in various applications, such as asphalt rubber modifiers, adhesives, or an additive in a fracking fluid for oil fracking.

CONSTRUCTION MATERIALS, COMPOSITIONS AND METHODS OF MAKING SAME

A composition comprising at least one binder coated with at least one metallate additive according to formula 1: (RO).sub.m—M—(O.sub.a—X.sub.bR′.sub.c—Y.sub.d).sub.n (formula 1), wherein M is one of titanium and zirconium. The composition is particularly useful in producing treated binders and construction materials, wherein the resulting treated binders and construction materials have advantageous properties, such as increased strength. Also disclosed are methods of preparing the inventive composition, treated binders and construction materials.

Permeable pavement system including a permeable pavement composition and a related method

A permeable pavement system including a permeable pavement composition and a related method are provided. The permeable pavement system includes a first layer of a permeable pavement composition including a quantity of a first permeable pavement material and a quantity of cured carbon fiber composite material (CCFCM) incorporated therewith, the first layer defining a first surface; and a second layer of a second permeable pavement material deposited over a substantial entirety of and covering the first surface of the first layer of the permeable pavement composition, wherein the first layer interfaces with the second layer to at least strengthen the permeable pavement system.

Emulsion compositions for priming a pavement surface

Aqueous base- or acid-stabilized emulsions are provided for use on a pavement surface, and for use in an aqueous priming base emulsion that is used for priming a pavement surface. Any of the emulsions can be applied to a pavement surface to form a primed pavement surface, and then cured so that the pavement is available for use in preparing a pavement.

REJUVENATION OF RECLAIMED ASPHALT PAVEMENT

A method of rejuvenating reclaimed asphalt pavement (RAP) is provided. The method includes mixing the RAP with oil sludge, at least one asphalt binder, and at least one aggregate at a temperature of 100-200° C. to form a mixture. The method further includes compacting the mixture to form a rejuvenated paving material. The oil sludge is 60-80 wt. % water, 10-30 wt. % sediments, and 5-30 wt. % hydrocarbon oils based on a total weight of the water, sediments, and hydrocarbon oils.

A RECYCLING APPARATUS OF USED BITUMINOUS CONGLOMERATE AND AN AIRTIGHT SUPPORT DEVICE FOR ROTATING CYLINDERS
20230373857 · 2023-11-23 ·

A recycling apparatus of used bituminous conglomerate and an airtight support device for rotating cylinders are described.

LOW CARBON EMISSION CONCRETE FOR WALKWAYS AND PATHS, BINDERS AND METHODS THEREOF

A reduced carbon emission concrete including a novel combination of novel binder and rock quarry waste as the aggregate. The novel binder includes cements, lime and slag. Reducing carbon emission in all stages of concrete based walkways and paths construction, starting from the materials creating the concrete through the method of construction and included elements.

SURFACE CRACK FILLER COMPOUND
20230382798 · 2023-11-30 ·

Disclosed herein are concrete and asphalt crack filler compounds and methods for utilizing them. According to some embodiments, a method of utilizing one of the compounds can include the steps of (1) obtaining a surface crack filler compound, (2) depositing the surface crack filler compound into a surface crack (e.g., concrete, asphalt, etc.), and (3) depositing water onto the surface crack filler compound to cause the surface crack filler compound to solidify and fill the surface crack. Additionally, and according to some embodiments, the method can further include, prior to depositing the surface crack filler compound into the surface crack: removing debris from the surface crack using at least one of a brush, pressurized air, or pressurized water.