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在钢-混凝土组合结构中,要保证结构正常工作,就必须保证节点工作的安全可靠,而梁柱节点处的受力复杂,探索设计构造合理并且利于施工的节点尤为重要。通过实践对在节点区域采用钢板箍代替箍筋这一优化方案进行探索,主要包括钢-混凝土组合结构中梁柱节点采用钢板箍代替箍筋的引入背景、代换原则、钢板箍施工方法以及实施效果等。结果表明:采用钢板箍代替箍筋施工时,能满足相关规范要求。
In the steel-concrete composite structure, to ensure the normal work of the structure, it is necessary to ensure the safety and reliability of the work of the node. However, the stress at the node of the beam and the column is complex. It is especially important to explore the node with reasonable design and construction. The optimization scheme of using steel hoops instead of stirrups in the node area is explored in practice, including the introduction background of steel hoops instead of stirrups in steel-concrete composite structures, the substitution principle, the construction method of steel hoops and the implementation Effect and so on. The results show that: When using steel hoop instead of stirrup construction, can meet the relevant specifications.