Abstract Method and apparatus for producing a concrete panel having a fractured rib finish is disclosed. A quantity of relatively low slump concrete mixture is cast upon a pallet in the form of a panel and is extruded to define projecting ribs and channels. The casting is permitted to harden until the concrete becomes rigid but not completely set. Thereafter an array of wedges secured to a carriage assembly is drawn along the length of the panel with each wedge disposed in shearing engagement with edge portions of an adjacent pair of ribs. Each wedge includes a shoulder portion wider than the channel for shearing and forcibly displacing portions of the ribs as the wedge is drawn through the channel. Means are provided for propelling the carriage assembly along the length of the panel and in a direction parallel to the orientation of the ribs. A concrete panel having a fractured rib finish produced by the method of the invention is similar in appearance to a concrete panel having a manually hammered rib finish.
A method for producing a concrete panel having a fractured rib finish comprising: (a) casting a quantity of relatively low slump concrete mixture on a pallet in the form of a panel; (b) extruding the casting to define projecting ribs and channels between the ribs extending in a parallel pattern along the length of the panel; (c) permitting the casting to harden until the concrete becomes rigid but not completely set; and, (d) applying a shearing force against each rib by drawing an array of wedges through the channels along the length of the rigid but not completely set casting with each wedge disposed in shearing engagement with edge portions of adjacent ribs.
Claim 2
Independent Claim
113 words
A method for producing a concrete panel having a fractured rib finish comprising: (a) casting a quantity of relatively low slump concrete mixture on a pallet in the form of a panel; (b) extruding the casting to define projecting ribs and channels between the ribs extending in a parallel pattern along the length of the panel; (c) permitting the casting to harden until the concrete becomes rigid but not completely set; and, (d) applying a shearing force against each rib by drawing an array of wedges through the channels along the length of the rigid but not completely set casting with each wedge disposed in shearing engagement with edge portions of adjacent ribs.
Claim 3
Dependent Claim
38 words
The method as defined in claim 1 wherein the relatively low slump concrete casting is permitted to harden according to step (c) for at least one hour but not more than four hours prior to performing step (d).