Large section column reinforcement

There are many square column buildings in modern building construction, and a lot of square column formwork reinforcements are used. Generally, the size of these square columns is between 0.5m and 1.5m , and the size of the square columns is different depending on the load bearing requirements. Yes, but sometimes in the design of the building, there are some square pillar buildings with a side length of more than 1.5m . We call these square pillars a large-section square pillar reinforcement . The reinforcement of this type of square column is more complicated than ordinary square columns.

Large cross-section square columns are reinforced. The reinforcement cannot use the traditional method, and a new type of square column reinforcement system is required. It is recommended to use square buckles for construction of this type of square column reinforcement. At the same time, it should be noted that the column height of this large cross-section is generally relatively high, and it needs to be constructed in sections when construction is carried out. The square-section building with large cross-section has greater pressure on the formwork of the opposite column of the concrete, so this pair of formwork and Square column reinforcements have higher requirements.

    Reinforcement construction of large-section square columns requires that the quality of the square column formwork be used, and the thickness and strength meet the design requirements of the project, especially the reinforcement. The installation density of the reinforcement should be increased. For such projects, the square columns The building is much higher than ordinary buildings. The design of square column formwork and reinforcement requires standard specifications, and the density of the reinforcement is also larger than usual, which can well support the square column formwork to withstand the pressure of concrete.

    Therefore, the reinforcement of large-section square pillars requires more engineering projects. Old-style formwork reinforcement systems can no longer be used, and new square pillars need to be used.