发布时间 : 星期三 文章钢结构课程设计(PKPM出图,节点验算)更新完毕开始阅读
目录
1、基本资料 ······················································································································································· 1
1.1、建筑物基本资料 ································································································································· 1 1.2、设计荷载 ············································································································································ 2 2、 内力图 ························································································································································· 2 3、 钢材级别和梁柱截面 ·································································································································· 4 4、 焊接方法和焊条型号 ·································································································································· 5 5、 节点设计 ····················································································································································· 5
5.1梁柱节点 ··············································································································································· 5
5.1.1柱节点螺栓强度验算 ·················································································································· 5 5.1.2端板厚度验算 ····························································································································· 6 5.1.3梁柱节点域剪应力验算 ·············································································································· 6
5.1.4螺栓处腹板强度验算 ·················································································································· 6 5.2梁梁节点 ··············································································································································· 6
5.2.1梁梁节点螺栓强度验算 ·············································································································· 6 5.2.2端板厚度验算 ····························································································································· 7 5.2.3螺栓处腹板强度验算 ·················································································································· 7 6、 施工图 ························································································································································· 8 参考文献 ····························································································································································· 8
1、基本资料
1.1、建筑物基本资料
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某单层单跨钢结构厂房长度150m，檐口高度：7500mm，基础顶埋深：800mm，柱距：7500mm，跨度：15000mm，屋顶坡度0.1。如图0框架立面图。
图0框架立面图
1.2、设计荷载
恒载：0.3KN/m，风载：0.4KN/m，活载：0.5KN/m，不考虑抗震设防。
2222、内力图
用力学求解器计算这种荷载作用下的门式钢架内力，并经最不利组合得出的弯矩包络图，剪力包络图，轴力包络图如下所示。
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图1弯矩包络图 （单位：KN·M）
图2剪力包络图 （单位：KN）
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图3轴力包络图 （单位：KN）
3、钢材级别和梁柱截面
本门式钢架采用碳素结构钢，牌号表达为Q235钢。经PKPM软件计算得出钢材截面。由图2可知截面大小，梁采用焊接H型钢HM234×180×6×8，柱采用焊接H型钢HM480×250×6×8。
（a） （b）
图4截面示意图 （a）梁截面；（b）柱截面
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