摘要
以调兵山风力发电场第65,66号750 kW风机新型结构塔筒上反向平衡法兰为试验对象,对反向平衡法兰及其连接塔筒的两个缩尺模型进行静力加载试验.试验结果表明,反向平衡法兰节点具有良好的抗弯刚度,节点的极限承载力能达到设计荷载水平的1.5倍以上,且法兰节点范围内钢管未观察到局部失稳或断裂现象,具有较高的安全储备.
Reverse balance flange,which has found wide applications in the industry of wind power,is a new type connection form of huge tower tube.The reverse nalance flange of main tower tubes used in the 750 kW wind turbines of No.65 and 66 in Diaobing Mountain Wind Power Field are taken as the test objects.Scale tests of two reverse balance flanges and these connected tower tube were performed under static load.The results show that reverse balance flange has excellent bending stiffness;the ultimate carrying capacity of this connection is above 1.5 times as large as the design load. Neither local buckling nor fracture of the pipe in the joint was observed in the tests. It is proved that the reverse balance flange can meet the requirements on strength and rigidity under the designed load and has high emergency capacity.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2009年第10期1333-1339,共7页
Journal of Tongji University:Natural Science
关键词
反向平衡法兰
缩尺模型
试验研究
极限承载力
设计荷载
reverse balance flange
scale model
experimental research
ultimate capacity
design load
