Concrete Columns and Beams King

Step 1, review the structural load path and cycle. Harrowgate coordinates issued drawings, pour breaks, shore and reshore plans, concrete strength milestones, survey control, embeds, sleeves, and the construction loads expected before the frame is complete.

Step 2, establish geometry and temporary support. Grid lines and elevations are transferred to the work. Column forms, beam bottoms, shores, braces, kickers, bulkheads, and working platforms are assembled to engineered requirements and checked for safe access.

Step 3, fix reinforcement and interfaces. Cages are supported against displacement. Cover, ties, couplers, laps, joint bars, openings, bearing plates, anchor rods, and slab reinforcement are checked in the congested zones that will be difficult to see during placement.

Step 4, place and consolidate by member. The concrete rate remains within the form design. Columns are placed to limit segregation, beams are filled through accessible routes, and joints receive deliberate consolidation. Survey observations continue where form movement would affect the next level.

Step 5, cure, strip, and transfer load. Curing starts promptly. Forms and shores are removed only after the specified strength and engineering conditions are met. Reshores preserve the temporary load path, and member dimensions and surfaces are recorded before follow-on work.

Column work begins by checking starters, couplers, footing or slab elevation, and survey centreline. Cages are assembled with vertical bars, ties, cross-ties, confinement, and lap or mechanical splice details. They are plumbed and stabilized independently before forms close. Column forms are set to line and elevation, braced in two directions, and detailed at the base to prevent paste loss while still allowing cleaning and inspection.

Beam soffits and sides are erected on engineered shores or falsework. We set soffit elevation, width, depth, bearing, camber where shown, and intersections with columns, walls, and slabs. Beam cages are built in an order that maintains stirrup spacing and bar layers through support zones. Chairs, bolsters, and side spacers resist the weight of large bars and construction activity. Openings, sleeves, cast-in plates, and post-installed systems are coordinated so beam reinforcement is not cut later.

Columns are placed in controlled lifts, with discharge positioned to prevent segregation and avoid loading one form face. Vibration reaches the base, corners, and zones around ties and couplers. At beams, concrete moves along the member and is consolidated beneath bottom bars and through support congestion before the slab surface closes access. Where beams and slabs are monolithic, the placing sequence controls settlement at column heads and keeps a workable front across the floor.

After curing begins, column plumb and beam elevations are surveyed. Forms are stripped in an order that protects corners and does not transfer unsupported beam load prematurely. Beam soffit shores and reshores remain until required strength and loading conditions are met. Any surface void at a congested joint is sounded and assessed before repair, because cosmetic covering cannot establish whether concrete fully surrounds the reinforcement.