高层建筑框架结构的梁柱节点比较复杂。
在现浇钢筋混凝土框架结构中,由于梁柱节点混凝土强度不同,此处混凝土质量难以控制。
The quality of concrete is hard to control in the reinforced concrete frame structures because there are non-equal-concrete-strength beam and column joints.
随着巨型框架结构应用的日益增多,主框架梁柱的合理布置成为巨型框架设计的关键问题。
With the increase in use of mega-frame structures, the main frame beam-column reasonable arrangement becomes the key problem of a design.
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