民生大厦结构选型及设计
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摘要
民生大厦为一99.7m混凝土高层结构.在结构布置上采用了剪力墙呈筒状布置于建筑两侧的框架-剪力墙结构形式,取得了较好的受力效果.在钢骨柱梁柱节点穿筋处理上,采用多种手段减少梁钢筋通过难度.在基础上选用了岩石独立基础+不均匀布置的抗拔锚杆的基础形式,取得较好的经济效益.
The MinSheng buildings is a 99.7m high concrete high-rise structures,which structural layout of the shear walls was used in construction.Both sides of tube-shaped arrangement in the form of the force has achieved good results.Beam-column joints in steel column handling wear bars was used in various means to reduce the beam reinforcement through the difficulty,which basis selected rock-independent-base achieves better economic results.
The MinSheng buildings is a 99.7m high concrete high-rise structures,which structural layout of the shear walls was used in construction.Both sides of tube-shaped arrangement in the form of the force has achieved good results.Beam-column joints in steel column handling wear bars was used in various means to reduce the beam reinforcement through the difficulty,which basis selected rock-independent-base achieves better economic results.
引文
[1]郭伟强.谈高层建筑的结构概念设计.广东建材,2009,(05):189～191
[2]楚留声,白国良.型钢混凝土框架pushover分析.地震工程与工程振动,2009,(02)
[3]林德忠.框架-剪力墙结构的刚度优化方法.河北建筑工程学院学报,2000,(03)
[4]张维斌.多层及高层钢筋混凝土结构设计释疑及工程实例.中国建筑工业出版社,2005
[5]刘大海,杨翠如.型钢钢管混凝土高楼计算和构造.中国建筑工业出版社,2003
[2]楚留声,白国良.型钢混凝土框架pushover分析.地震工程与工程振动,2009,(02)
[3]林德忠.框架-剪力墙结构的刚度优化方法.河北建筑工程学院学报,2000,(03)
[4]张维斌.多层及高层钢筋混凝土结构设计释疑及工程实例.中国建筑工业出版社,2005
[5]刘大海,杨翠如.型钢钢管混凝土高楼计算和构造.中国建筑工业出版社,2003
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