首页> 外文会议>USSD(United States Society on Dams) Annual Conference >REDESIGN OF TAINTER GATE TRUNNION BEARINGS TUTTLE CREEK LAKE PROJECT - MANHATTAN, KANSAS
【24h】

REDESIGN OF TAINTER GATE TRUNNION BEARINGS TUTTLE CREEK LAKE PROJECT - MANHATTAN, KANSAS

机译:重新设计TATER GATE TRUNNION轴承TARTTLE CREEK湖项目-堪萨斯州曼哈顿

获取原文

摘要

Turtle Creek Dam, located in Manhattan, Kansas is currently undergoing major rehabilitation to the embankment. To be included in the major rehab is structural modification of the tainter gates, media blasting and re-painting of the 18 tainter gates and associated operating equipment that are used for making emergency releases in the emergency spillway. Current Corps criteria for tainter gate trunnion bearings require use of a 0.3 friction factor for the sliding components. When designed in the 1950's, the Corps criteria did not have the 0.3 friction factor requirement. The 0.3 friction factor requirement was mandated due to historical tainter gate performance. Structural analysis of the Tuttle tainter gates per Corps EM 1110-2-2702 criteria revealed that the strut arms are deficient when the load created by the 0.3 friction factor is present. The trunnion bearing assemblies were subsequently investigated for load bearing capacity and were deemed adequate. However, some of the mechanical aspects of the bearings were questionable. The operations and maintenance (O & M) drawings showed a surface finish of 125 for all critical interference fits as well as all critical sliding surfaces for the bearing and pin. This seemed an unusually rough surface finish for these critical components. Further investigation showed the interference fit between the bearing and the bearing arm did not comply with current machining standards. Since no dowel pin was used to lock the bearing in position relative to the bearing arm, rotation of the bearing in the arm was suspected. There were no known problems with any of the bearings since original construction of the spillway gates. The only time the gates were operated under load was during The Flood of 1993. A procedure was written to determine if any of the 36 bearings had rotated out of position. Maintenance personnel at Tuttle Creek Lake performed the inspection for each bearing. The inspection was extremely valuable, verifying that one bearing had indeed rotated out of position. Redesign of the trunnion bearings would be required. The new design would eliminate the possibility of bearing rotation within the bearing arm, reduce the friction between the bearing and the pin and reduce the friction between the bearing arm and side thrust washers. The new design would significantly reduce the friction within the trunnion bearing, thereby reducing the load transferred from the bearing into the bearing arms.
机译:位于堪萨斯州曼哈顿的Turtle Creek大坝目前正在对路堤进行大修。包括在大修中的是the门的结构修改,媒体爆破和对18个门及相关操作设备进行重新喷漆,这些设备用于在应急溢洪道中紧急释放。现行的Corps排气门耳轴轴承标准要求滑动部件使用0.3摩擦系数。在1950年代设计时,兵团的标准没有0.3摩擦系数的要求。由于历史上的排污门性能,强制要求0.3摩擦系数。根据Corps EM 1110-2-2702标准对Tuttle吸气门的结构分析表明,当存在0.3摩擦系数产生的载荷时,撑杆臂不足。随后研究了耳轴轴承组件的承载能力,并认为足够。但是,轴承的某些机械方面值得怀疑。操作和维护(O&M)图纸显示,对于所有关键的过盈配合以及轴承和销的所有关键的滑动表面,其表面光洁度均为125。对于这些关键部件而言,这似乎是异常粗糙的表面光洁度。进一步的研究表明,轴承与轴承臂之间的过盈配合不符合当前的加工标准。由于未使用销钉将轴承锁定在相对于轴承臂的位置,因此怀疑在臂中旋转了轴承。自从溢洪道闸门的原始构造以来,任何轴承都没有已知问题。闸门只有在有负荷的情况下才运行,是在1993年的“洪水”期间。编写了一个程序来确定36个轴承中是否有一个旋转到了不正确的位置。塔特尔克里克湖的维护人员对每个轴承进行了检查。该检查非常有价值,可以验证一个轴承确实已经旋转到位。需要重新设计耳轴轴承。新设计将消除轴承在轴承臂内旋转的可能性,减少轴承与销之间的摩擦,并减少轴承臂与侧推力垫圈之间的摩擦。新设计将显着减少耳轴轴承内的摩擦,从而减少从轴承传递到轴承臂的载荷。

著录项

相似文献

  • 外文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号