Administrative Research & Training Centre
Latur, Maharashtra
Client: Vilas Sakhar Sahakari Karkhana
Area: 55,000 Sq.ft
Status: Ongoing
Multiple beam and slab levels within the same structural grid required highly precise and adaptive shuttering techniques.
Execution of sloping slabs with tight tolerances (25–50 mm gradients) demanded continuous monitoring to maintain uniformity.
Large inverted beams (up to 900 mm width and 1.5 m depth) posed challenges in maintaining dimensional accuracy under concrete pressure.
Congested reinforcement zones, especially at beam-column junctions, required careful placement to ensure proper concrete flow.
Complex bar curtailments and junction detailing were executed in close coordination with consultants to maintain structural integrity.
Transitioning reinforcement between varying beam depths was achieved while adhering to IS code requirements, minimizing bar distortion.
Execution of exposed RCC staircase involved precision shuttering with cable-supported systems and maintaining a consistent 32 mm gap between steps.
High-level slab construction (over 6 m height) with heavy reinforcement loads demanded robust temporary support systems and meticulous planning.
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