Multi Canister Overpack (MCO) Handling Machine Trolley Seismic Uplift Constraint Design Loads

SWENSON, C.E.

Fluor Hanford, Inc.

关键词: Materials Handling Equipment;    Safety Analysis;    Friction;    Spent Fuel Casks;    11 Nuclear Fuel Cycle And Fuel Materials;   

DOI  :  10.2172/801892
RP-ID  :  SNF-5984, Rev.0
RP-ID  :  AC06-96RL13200
RP-ID  :  801892

美国|英语

来源: UNT Digital Library

【 摘 要 】

The MCO Handling Machine (MHM) trolley moves along the top of the MHM bridge girders on east-west oriented rails. To prevent trolley wheel uplift during a seismic event, passive uplift constraints are provided as shown in Figure 1-1. North-south trolley wheel movement is prevented by flanges on the trolley wheels. When the MHM is positioned over a Multi-Canister Overpack (MCO) storage tube, east-west seismic restraints are activated to prevent trolley movement during MCO handling. The active seismic constraints consist of a plunger, which is inserted into slots positioned along the tracks as shown in Figure 1-1. When the MHM trolley is moving between storage tube positions, the active seismic restraints are not engaged. The MHM has been designed and analyzed in accordance with ASME NOG-1-1995. The ALSTHOM seismic analysis (Reference 3) reported seismic uplift restraint loading and EDERER performed corresponding structural calculations. The ALSTHOM and EDERER calculations were performed with the east-west seismic restraints activated and the uplift restraints experiencing only vertical loading. In support of development of the CSB Safety Analysis Report (SAR), an evaluation of the MHM seismic response was requested for the case where the east-west trolley restraints are not engaged. For this case, the associated trolley movements would result in east-west lateral loads on the uplift constraints due to friction, as shown in Figure 1-2. During preliminary evaluations, questions were raised as to whether the EDERER calculations considered the latest ALSTHOM seismic analysis loads (See NCR No. 00-SNFP-0008, Reference 5). Further evaluation led to the conclusion that the EDERER calculations used appropriate vertical loading, but the uplift restraints would need to be re-analyzed and modified to account for lateral loading. The disposition of NCR 00-SNFP-0008 will track the redesign and modification effort. The purpose of this calculation is to establish bounding seismic loads (vertical and horizontal) for input into the uplift restraint hardware redesign calculations. To minimize iterations on the uplift redesign effort, efforts were made to assure that the final loading input was reasonable but unquestionably on the conservative side.