C04B20/023

USE OF AMORPHOUS SILICA REAGENT PRODUCED FROM SERPENTINE IN CONCRETE PREPARATION

It is disclosed the use of amorphous silica reagent produced from serpentine as pozzolane additive material, and more particularly a concrete mixture, such as high performance and ultra-high performance concrete, comprising a hydraulic binder; sand; aggregates, chemical admixture, mineral admixture as silica fume and an amorphous silica reagent (AmSR), wherein the AmSR is admixed for example with General Use Portland Cement and provides synergistic effect when combined with silica fume.

USE OF AMORPHOUS SILICA REAGENT PRODUCED FROM SERPENTINE IN CONCRETE PREPARATION

It is disclosed the use of amorphous silica reagent produced from serpentine as pozzolane additive material, and more particularly a concrete mixture, such as high performance and ultra-high performance concrete, comprising a hydraulic binder; sand; aggregates, chemical admixture, mineral admixture as silica fume and an amorphous silica reagent (AmSR), wherein the AmSR is admixed for example with General Use Portland Cement and provides synergistic effect when combined with silica fume.

Ultra-white silica-based filler

An ultra-white granular silica-based filler comprises at least 99.5 wt. % silica, wherein the crystal structure of the silica is such that the silica-based filler comprises 40 to 80 wt. % cristobalite, 1 to 25 wt. % tridymite, 2-60 wt. % quartz and <5 wt. % amorphous silica, wherein the temperature of the ultra-white granular silica-based filler is no higher than 50° C. and further wherein the ultra-white granular silica-based filler exhibits an L* value in the CIELAB color space of 95-98. In addition, an ultra-white powder filler is obtained by milling, grinding or comminuting the ultra-white granular silica-based filler. The ultra-white powder filler exhibits an L* value in the CIELAB color space of 95-98.5.

Ultra-white silica-based filler

An ultra-white granular silica-based filler comprises at least 99.5 wt. % silica, wherein the crystal structure of the silica is such that the silica-based filler comprises 40 to 80 wt. % cristobalite, 1 to 25 wt. % tridymite, 2-60 wt. % quartz and <5 wt. % amorphous silica, wherein the temperature of the ultra-white granular silica-based filler is no higher than 50° C. and further wherein the ultra-white granular silica-based filler exhibits an L* value in the CIELAB color space of 95-98. In addition, an ultra-white powder filler is obtained by milling, grinding or comminuting the ultra-white granular silica-based filler. The ultra-white powder filler exhibits an L* value in the CIELAB color space of 95-98.5.

Methods and compositions for treatment of concrete wash water

The invention provides methods and compositions for treating wash water from concrete production with carbon dioxide. The treated wash water can be reused as mix water in fresh batches of concrete.

Methods and compositions for treatment of concrete wash water

The invention provides methods and compositions for treating wash water from concrete production with carbon dioxide. The treated wash water can be reused as mix water in fresh batches of concrete.

HIGH-STRENGTH CONCRETE AND PREPARATION METHOD THEREOF

The present disclosure relates to a high-strength concrete and a preparation method thereof. The high-strength concrete includes lignin, recycled fine powder, cement, water, sand, gravels and a water reducing agent. The recycled fine powder is recycled fine powder of discarded concrete, and is prepared by separating solid waste of discarded buildings, then performing impurity removal and crushing processing, and grinding same by a ball mill into dust with a particle size of less than 0.16 mm. The lignin is discarded wood lignin, which is prepared by crushing the wood, stirring and extracting a sodium hydroxide aqueous solution with a mass concentration of 5% for 1 to 2 hours at the temperature of 80 DEG C. to obtain a black lignin alkali solution, adding a hydrochloric acid solution with a mass concentration of 30% into the alkali solution for stirring, and making the pH reduced to 7.0 for standing and layering.

HIGH-STRENGTH CONCRETE AND PREPARATION METHOD THEREOF

The present disclosure relates to a high-strength concrete and a preparation method thereof. The high-strength concrete includes lignin, recycled fine powder, cement, water, sand, gravels and a water reducing agent. The recycled fine powder is recycled fine powder of discarded concrete, and is prepared by separating solid waste of discarded buildings, then performing impurity removal and crushing processing, and grinding same by a ball mill into dust with a particle size of less than 0.16 mm. The lignin is discarded wood lignin, which is prepared by crushing the wood, stirring and extracting a sodium hydroxide aqueous solution with a mass concentration of 5% for 1 to 2 hours at the temperature of 80 DEG C. to obtain a black lignin alkali solution, adding a hydrochloric acid solution with a mass concentration of 30% into the alkali solution for stirring, and making the pH reduced to 7.0 for standing and layering.

ABSORPTION OF SECONDARY ORGANIC AEROSOLS FROM CONSTRUCTION ELEMENTS
20230159390 · 2023-05-25 ·

A composite including a polymeric material or emulsion and biochar. The composite includes 1 wt % to 20 wt % of the biochar. Making the composite includes combining biochar with a polymeric material or emulsion to yield a modified polymeric material or emulsion, and homogenizing the modified polymeric material or emulsion to yield the composite. Functionalizing biochar includes removing contaminants from the biochar to yield decontaminated biochar, oxidizing the decontaminated biochar to yield oxidized biochar, and functionalizing the oxidized biochar. Making nitrogen-doped biochar includes combining urea and wood residue to form a mixture, and heating the mixture in an oxygen-free environment to form the nitrogen-doped biochar.

ABSORPTION OF SECONDARY ORGANIC AEROSOLS FROM CONSTRUCTION ELEMENTS
20230159390 · 2023-05-25 ·

A composite including a polymeric material or emulsion and biochar. The composite includes 1 wt % to 20 wt % of the biochar. Making the composite includes combining biochar with a polymeric material or emulsion to yield a modified polymeric material or emulsion, and homogenizing the modified polymeric material or emulsion to yield the composite. Functionalizing biochar includes removing contaminants from the biochar to yield decontaminated biochar, oxidizing the decontaminated biochar to yield oxidized biochar, and functionalizing the oxidized biochar. Making nitrogen-doped biochar includes combining urea and wood residue to form a mixture, and heating the mixture in an oxygen-free environment to form the nitrogen-doped biochar.