重叠式浮头热交换器地脚螺栓计算
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摘要
在直径较大的重叠式浮头热交换器的设计计算过程中,存在由地震引起的地脚螺栓拉应力过大而无法通过校核的问题,需要对增大地脚螺栓直径及改变材料等方式进行适当的调整。介绍了地震烈度的分类情况和鞍式支座校核计算方案以及用PV Desktop计算软件对列举的实例进行分析-调整-再分析的计算校核过程。
In the design and calculate process of large diameter overlap-floating heat exchanger,generally,the anchor bolts stress could not approved because of its too much seismic forces.So the saddle support needs to adjust properly,while,increase the diameter of anchor bolt or changed materials and so on,which is the most convenient selection.The calculation process of adjustment and the scheme of saddle support’s checking calculation were introduced.And by using of the software PV Desktop flexibly to do the analysis-adjustment-reanalysis calculation checking process to example,the reasonable solution is given.
引文
[1]JB/T4712.1—2007,鞍式支座[S].(JB/T4712.1—2007,Saddle Support[S].)
    [2]中国石油化工集团公司设备设计技术中心站,(PV Desktop)石油化工静设备计算机辅助设计桌面系统[Z],2012.(Sinopec Group Technology Center of Equipment De-sign,PV Desktop[Z],2012.)
    [3]GB151—1999,管壳式热交换器[S].(GB151—1999,Tubular Heat Exchangers[S].)
    [4]GB50011—2010,建筑抗震设计规范[S].(GB50011—2010,Code for Seismic Design of Building[S].)
    [5]JB/T4731—2005,钢制卧式容器[S].(JB/T4731—2005,Steel Horizontal Vessels on Saddle Support[S].)
    [6]L E勃朗奈尔,E H杨.化工容器设计(中译本)[M].上海:上海科学技术出版社,1964:135.(L E Brownell,E H Young.Chemical Vessels Design(Chinese)[M].Shanghai:Shanghai Science and Tech-nology Press.1964:135.)
    [7]GB150.1~150.4—2011,压力容器[S].(GB150.1~150.4—2011,Pressure Vessel[S].)
    [8]GB713—2008,锅炉和压力容器用钢板[S].(GB713—2008,Steel Plates for Boilers and Pressure Vessel[S].)

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