core liners 42 and vertically by bottom pallet 50 and top plate 54 that can have gaskets 79 which results in the truss module 60 to utterly communicate with the movement of the mold assembly 80 during mechanical vibration and compaction without independent wiggle and provides for the cement mixture 55 to become tightly formed around truss tongues 26 stud members 66 and completely filled within the space between extended end flanges 24 without forming consequential gaps between the components as shown in fig1 after cement mixture 55 is allowed to set for approximately five 5 seconds pallet 50 is lowered down and away from mold assembly 80 while tamping shoes not shown simultaneously push down from above to aid in the release of formed cement mixture in a downward stripping process from the mold assembly 80 which is known the stiffened u2014 from vibration and compaction u2014 cement mixture 55 becomes contiguous and integrally joined with truss module 60 and both the cement mixture 55 and the truss module 60 are concurrently lowered and released together from the mold assembly 80 according to the disclosure an assembled composite block unit generally designated by reference numeral 88 is thereby produced comprising two generally planner masonry facing panels 12 contiguous and integrally joined with coupling truss module 60 pallet 50 with the composite block unit 88 thereon is then delivered to a kiln where cement mixture 55 is cured and hardened in accordance with known practices fig1 illustrates an alternate embodiment of a truss module according to the present disclosure generally designated by reference numeral 90 which incorporates truss module features as disclosed above including but not limited to truss web components 71 truss ends 22 vertical.