Square Column Reinforcement, As an important component of reinforced concrete structures, its function is not only to provide the shear bearing capacity of the column body, but also to play a key role in constraining concrete deformation, improving component ductility and stability. Especially in wall and roof structures, the application of Square Column Reinforcement is particularly important. This article will explore the application characteristics and advantages of Square Column Reinforcement in the above two structures.
Walls, especially shear walls, need to resist horizontal loads such as wind and earthquake loads. When the wall is subjected to bending moment and shear force, the columns located at the edge of the wall bear greater tensile and compressive forces. Square column reinforcement details can effectively constrain the concrete inside the column, improve the compressive strength and ductility of the concrete, and thus enhance the overall seismic performance of the wall. Meanwhile, Square Column Reinforcement can also prevent the main reinforcement in the column from buckling, ensuring the load-bearing capacity of the wall. In extreme situations such as earthquakes, walls undergo severe deformation, and dense Square Column Reinforcement can delay the process of wall damage, buying valuable time for personnel evacuation.
The top-level structure directly bears the load from the roof and is also one of the weakest parts of the structure. The axial force borne by the top column is relatively small, but the bending moment is large. Column rebars can effectively improve the bending stiffness and load-bearing capacity of the top column, preventing excessive deformation and damage to the top column. Especially when there are equipment or other additional loads on the roof, the top column needs to withstand greater pressure. A reasonable Square Column Reinforcement design can ensure the stability and safety of the top-level structure, avoiding structural safety issues caused by damage to the top-level columns. In addition, for buildings with special designs such as rooftop gardens, the top columns need to bear greater additional loads, and the role of building reinforcement is more prominent.
In summary, wall reinforcement plays an irreplaceable role in both wall structures and top-level structures. In the wall structure, it enhances the overall seismic performance of the wall and prevents column damage; In the top-level structure, it improves the bending stiffness and bearing capacity of the top-level columns, ensuring the stability of the top-level structure. Therefore, in structural design, the layout and spacing of Square Column Reinforcement should be fully considered, and reasonable calculations and designs should be made based on actual load conditions to ensure the safety and durability of the structure. By making reasonable use of Square Column Reinforcement, the seismic performance and safety of walls and top structures can be effectively improved, ensuring the safety of people's lives and property.
Bidirectional lateral resistance: The square section provides uniform stiffness in the X/Y axis (20% higher than the torsional resistance of rectangular columns), effectively resisting out of plane loads on the wall;
Node reinforcement: using a combination of "circular hoop reinforcement+diagonal tie reinforcement" (hoop spacing ≤ 100mm) to prevent the concrete protective layer from peeling off during earthquakes;
Coordination with the wall: Pre embedded HRB400 grade longitudinal steel bars (diameter ≥ 12mm) are inserted into adjacent walls to form rigid connection units.
Wind resistant column design: The cross-sectional size is usually increased to 400 × 400mm or more, and the main reinforcement ratio is ≥ 1.2% (1.5 times that of the bottom column);
Temperature stress control: A sliding support (displacement ± 30mm) is installed at the top of the top column to compensate for the temperature difference deformation caused by sunlight;
Waterproof node: Stainless steel water stop ring (thickness ≥ 3mm) is pre embedded during the pouring of the column head, seamlessly connected with the roof waterproof layer.
Modular construction: Prefabricated steel cages are made of CRB550 cold-rolled ribbed steel bars (spacing error ≤± 5mm), and are hoisted as a whole on site;
Intelligent positioning: Export 3D coordinates from BIM models, and calibrate the main reinforcement position in real-time using a laser projector;
Efficient fixation: Using patented spring clamps instead of iron wire binding, the installation time for a single node is reduced to 8 seconds.
Stress transition zone: Install 45 ° diagonal reinforcement bars (with the same diameter as the main bars and a spacing of ≤ 150mm) to disperse stress at the junction;
Micro expansion concrete: compensating shrinkage concrete is poured at the joint of the column and wall (with a limited expansion rate of ≥ 0.025%);
Post pouring strip technology: Reserve a 500mm wide post pouring strip on adjacent walls, and seal it after the column settlement is stable.
Pre embedded sleeve connection: Grout Sleeve grouting sleeve (tensile strength ≥ 600MPa) is pre embedded in the column and precisely docked with the prefabricated beam reinforcement;
Free formwork system: using permanent fiberglass formwork (thickness 15mm), which will not be removed after pouring;
Quality traceability: Each column is implanted with an RFID chip to record full cycle data such as concrete strength and steel bar specifications.