湖北大学学报(自然科学版)
湖北大學學報(自然科學版)
호북대학학보(자연과학판)
2015年
3期
247-252
,共6页
新型齿型法兰%轴心受压%试验%节点
新型齒型法蘭%軸心受壓%試驗%節點
신형치형법란%축심수압%시험%절점
tooth-neck flange%axial compression load%test%joints
采用试验对新型齿型法兰节点轴心受压性能进行研究.试验选用《钢管塔标准设计》中的FP2121和FP2727型法兰盘,按原尺寸加工成足尺模型,并做成标准法兰节点,然后采用500T压力试验机对节点施加轴心压力直至破坏.结果表明,法兰节点的破坏形态,均表现为靠近法兰节点处钢管的局部屈曲,法兰和焊缝处未发生破坏,法兰盘强度有较大富余.①
採用試驗對新型齒型法蘭節點軸心受壓性能進行研究.試驗選用《鋼管塔標準設計》中的FP2121和FP2727型法蘭盤,按原呎吋加工成足呎模型,併做成標準法蘭節點,然後採用500T壓力試驗機對節點施加軸心壓力直至破壞.結果錶明,法蘭節點的破壞形態,均錶現為靠近法蘭節點處鋼管的跼部屈麯,法蘭和銲縫處未髮生破壞,法蘭盤彊度有較大富餘.①
채용시험대신형치형법란절점축심수압성능진행연구.시험선용《강관탑표준설계》중적FP2121화FP2727형법란반,안원척촌가공성족척모형,병주성표준법란절점,연후채용500T압력시험궤대절점시가축심압력직지파배.결과표명,법란절점적파배형태,균표현위고근법란절점처강관적국부굴곡,법란화한봉처미발생파배,법란반강도유교대부여.①
Tests had been used to study the behavior of tooth-neck flanges joints under axial compression load. In the test,full scale models of FP2121 and FP2727 from Standard Design of steel tower were used in the joints,which were brought to bear axial compression load under 500T compression testing machine. The results show that the destroying forms of joints are all the local bucking of the pipes,all the joints destroyed are far away from the flanges and welds,and the strength of flanges is more than enough.