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在实际施工中,钢梁柱联合区密集,结构复杂,尤其是在中间的支柱结构,钢筋纵横交错的横梁,纵梁对钢筋的垂直钢柱内,井字形交叉,所以列箍筋绑扎是非常不方便的。根据规范的要求,到底应该有钩子。另一种方法是把列在箍筋在此之前,捆扎好,然后下降梁。现浅谈一下这两种方法解决不了的建设的核心区箍筋节点问题。
In actual construction, the joint area of steel beam and column is dense and the structure is complex. Especially in the middle of the pillar structure, the crossbeams with criss-cross bars and crossbeams intersect with the vertical steel columns of reinforcing steel bars. inconvenient. According to the requirements of the specification, in the end there should be hooks. Another way is to tie the columns in the stirrup before binding them, then lowering the beam. Now talk about these two methods can not solve the construction of the core area stirrup node problem.