J&p Invesco LLC

Mk-1 Construction Services, LLC

Paul A Karam

Stanley R Peters

David S Zuniga

Carlos Medina

Henry J Karam

Gabriel J Leyva

George Clarence Geal, Iii

A mobile volumetric concrete mixing system includes a suction system that vacuums up trench spoils while a trench is being cut. These trench spoils are then screened on-site for particle size to be reused and mixed with water, cement, and/or other admixtures at an auger mixer to form a backfill mixture. This backfill mixture may then be loaded into a hopper that continuously agitates the mixture so that the mixture does not harden before pouring. The agitating hopper is coupled to a discharge chute of the auger mixer and includes one or more augers disposed at various orientations that the backfill mixture is channeled through. From the agitating hopper, the backfill mixture is channeled to an applicator that moves along the trench and that enables the mixture to be quickly poured into the trench with little clean-up required.

Volumetric concrete mixing system, equipment, and method

An applicator for a cement-based mixture includes an open container hopper having a first end disposed above a second end along a first direction. The open container hopper elongated along a second direction. The second end of the open container hopper is configured as an outlet for the cement-based mixture. A handle is coupled to one side of the open container hopper. A hose connector is coupled to another side of the open container hopper. The hose connector is configured to allow the cement-based mixture to flow into the open container hopper. A frame having a pair of wheels supports the open container hopper such that the second end is positionable above a trench for backfilling. A height adjustor is coupled between the frame and the open container hopper. The height adjustor is configured to selectively adjust a height of the second end along the first direction.

Applicators for micro-trenching

High-strength flowable fill compositions are disclosed. The compositions include cement, aggregate (e.g., sand), water, coloring agent, polymer, and fibers. In an embodiment, the compositions include an accelerant, e.g., calcium chloride or sodium bicarbonate and/or an air entraining agent. In an embodiment, the compositions include a water-proofing agent to eliminate efflorescence. The compositions have a compressive strength of between 300 psi and 3000 psi after 1 day, a compressive strength of between 900 psi and 4000 psi after 7 days, and a compressive strength of between 1200 psi and 5000 psi after 28 days.

High-strength flowable fill compositions

High-strength flowable fill compositions are disclosed. The compositions include cement, aggregate (e.g. sand), water, coloring agent, polymer, and fibers. In an embodiment, the compositions include an accelerant, e.g., calcium chloride or sodium bicarbonate and/or an air entraining agent. In an embodiment, the compositions include a water-proofing agent to eliminate efflorescence. The compositions have a compressive strength of between 300 psi and 3000 psi after 1 day, a compressive strength of between 900 psi and 4000 psi after 7 days, and a compressive strength of between 1200 psi and 5000 psi after 28 days.

A machine for backfilling pavement material into a trench defined within a pavement surface includes a frame defining a longitudinal axis and having at least one wheel. The frame being configured to move along the pavement surface. A hopper supported on the frame and including an inlet opening configured to receive pavement material and an outlet opening configured to discharge pavement material into the trench. The machine also includes a compactor supported on the frame and aligned with the hopper along the longitudinal axis. The compactor is configured to compact the discharged pavement material within the trench.

Self-propelled pavement material placing machine and methods for backfilling micro-trenches

High-strength flowable fill compositions are disclosed. The compositions include cement, aggregate (e.g. sand), water, coloring agent, polymer, and fibers. In an embodiment, the compositions include an accelerant, e.g., calcium chloride and/or an air entraining agent. The compositions have a compressive strength of between 10 psi and 500 psi after 1 day, a compressive strength of between 300 psi and 1300 psi after 7 days, and a compressive strength of between 1000 psi and 2500 psi after 28 days.

Growing community of inventors

San Antonio, TX, United States of America

Paul A Karam