Abstract: A column support footing, and a method for utilizing the same, allows structural columns to be installed after a cement floor is poured rather than pouring the floor after the columns are set. The column support footing comprises an apparatus which is utilized for setting the column after the concrete floor has been poured. The apparatus comprises a column support sleeve which has an upwardly facing open end for receiving the bottom end of the column. Extending downwardly from the apparatus is an anchor member, which is set within a concrete footing member. The concrete floor may be poured after the first concrete footing member has set around a portion of the anchor member. The concrete floor provides lateral support to the column support sleeve. The column may then be placed and secured within the column support sleeve after the concrete floor has been installed for the structure.

Abstract: A column support footing, and a method for utilizing the same, allows structural columns to be installed after a cement floor is poured rather than pouring the floor after the columns are set. The column support footing comprises an apparatus which is utilized for setting the column after the concrete floor has been poured. The apparatus comprises a column support sleeve which has an upwardly facing open end for receiving the bottom end of the column. Extending downwardly from the apparatus is an anchor member, which is set within a concrete footing member. The concrete floor may be poured after the first concrete footing member has set around a portion of the anchor member. The concrete floor provides lateral support to the column support sleeve. The column may then be placed and secured within the column support sleeve after the concrete floor has been installed for the structure.

Abstract: A column support footing, and a method for utilizing the same, allows structural columns to be installed after a cement floor is poured rather than pouring the floor after the columns are set. The column support footing comprises an apparatus which is utilized for setting the column after the concrete floor has been poured. The apparatus comprises a column support sleeve which has an upwardly facing open end for receiving the bottom end of the column. Extending downwardly from the apparatus is an anchor member, which is set within a concrete footing member. The concrete floor may be poured after the first concrete footing member has set around a portion of the anchor member. The concrete floor provides lateral support to the column support sleeve. The column may then be placed and secured within the column support sleeve after the concrete floor has been installed for the structure.

Abstract: A column support footing, and a method for utilizing the same, allows structural columns to be installed after a cement floor is poured rather than pouring the floor after the columns are set. The column support footing comprises an apparatus which is utilized for setting the column after the concrete floor has been poured. The apparatus comprises a column support sleeve which has an upwardly facing open end for receiving the bottom end of the column. Extending downwardly from the apparatus is an anchor member, which is set within a concrete footing member. The concrete floor may be poured after the first concrete footing member has set around a portion of the anchor member. The concrete floor provides lateral support to the column support sleeve. The column may then be placed and secured within the column support sleeve after the concrete floor has been installed for the structure.

Abstract: A method for delivering a pre-weighed package comprising sand, aggregate and dry cement to a mixing site comprises the steps of preparing a first mixture comprising fine aggregate and coarse aggregate at an offsite plant. The first mixture is placed into a first storage compartment of a hopper and the load of dry cement is placed into a second storage compartment of the hopper. The hopper is transported to the mixing site, where the first mixture and the cement are discharged from the hopper and mixed to form a concrete slurry. The hopper comprises the first storage compartment and the second storage compartment, where there is a water tight divider separating the first storage compartment and the second storage compartment. The storage compartments have respective inlets and outlets for receiving and discharging the respective components.

Abstract: A method for delivering a pre-weighed package comprising sand, aggregate and dry cement to a mixing site comprises the steps of preparing a first mixture comprising fine aggregate and course aggregate at an offsite plant. The first mixture is placed into a first storage compartment of a hopper and the load of dry cement is placed into a second storage compartment of the hopper. The hopper is transported to the mixing site, where the first mixture and the cement are discharged from the hopper and mixed to form a concrete slurry. The hopper comprises the first storage compartment and the second storage compartment, where there is a water tight dividing means separating the first storage compartment and the second storage compartment. The storage compartments have respective inlets and outlets for receiving and discharging the respective components.