钢网架结构低位提升数字化模拟分析
THE DIGITAL SIMULATION OF STEEL TRUSS STRUCTURE LOW-POSITION LIFTING
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摘要: 低位提升是指上提升平台设计高度低,结构安装高度高于上提升平台,在提升过程中需穿出上提升平台。低位提升的显著特点是提升平台的位置要比结构安装到位的位置低;第一次提升时,桁架结构只安装完成了中弦以上部分,结构刚度未达到设计要求;为此,须在桁架区域内临时增加两处提升吊点,以保证桁架结构在整体提升过程中的稳定。待桁架下弦安装完成后,需拆除桁架区域内两处临时吊点,并将该处的提升设备置换至第二次提升的其他吊点;同时桁架区域内的下吊点都将由原来的中弦置换至下弦,吊点的置换成为第二次提升的重点。结合提升实际情况,利用MIDAS软件进行了两次提升的数字化模似分析,得到了提升全过程中结构的偏移值,并通过施工预调整网架起供值,成功实现了网架低位两次提升。Abstract: Low-position lifting refers to that the design height of the lifting platform is low,and structure installation height is above the lifting platform,in the process of lifting,structure needs to be out of the lifting platform. Notable features of the low lifting is the lifting platform lower than the structure position,the first lifting,truss structure only installed the part above the middle chord,hence the stiffness of the structure can not meet the design requirements. Therefore,two hoisting points should be set in the truss structure region to ensure truss structure stability in the whole lifting process. After the lower chord installation completed,the temporary hoisting points should be removed,and replacing the lifting equipment to the second other lifting point,at the same time,low hoisting points within the truss area would be set from the original string position to the bottom,hanging point displacement has become the focus of the second lifting. With the actual situation of the lifting,MIDAS software was used to conduct two lifting digital analysis,the structure offset in the whole lifting process was got,and through pre adjusting the steel net set up value, with which two low-position liftings of steel truss structure were realized smoothly.
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Key words:
- steel truss structure /
- low-position lifting /
- digital simulation
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