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抗震要求-设备和设备支架的设计翻译(英中对照) |
4.1.3 Supplier shall guarantee when the turbine-generator operates at any steady condition of rated speed, the shaft shaft relative vibration displacement amplitude (peak to peak) of turbine-generator set adjacent to any bearing shall not exceed mm (maximum 0.1mm, better figure is preferable). 供方应保证汽轮发电机在所有稳定工况下(转速为额定值)运行时,在任何轴颈上所测得的双振幅相对振动值(峰-峰值)应不大于 mm(应尽量小,不得大于0.1mm)。
4.1.4 Supplier shall guarantee that the leakage of hydrogen shall be no greater than m3 per day at NTP with the rated hydrogen pressure and rated turbine speed. 供方应保证在额定氢压力和额定汽轮机转速下,每天在标准温度和压力下的氢气泄漏量不应超过_______ m3 。
4.1.5 Supplier shall guarantee that the temperature rise of any part of the generator shall be no greater than ℃ at any steady condition. 供方应保证在任何稳定条件下发电机任何部分的温度升高不应超过____℃。
华译网上海翻译公司曾经翻译过大量有关抗震要求-设备和设备支架的设计资料文件,Beijing Chinese Subtitling Translation Service Agency has translated many technical documents about Seismic Requirements-Equipment and equipment supports.
4.1.6 Supplier shall guarantee that the noise level of operating Equipment will not greater than 85 dB(A) when measured one meter from any point on any item of Equipment. 供方应保证距设备外壳1米测得的运行设备噪声水平不高于90 dB(A)85dB(A)。
4.1.7 Supplier shall submit and guarantee that the performance data of the Equipment will meet the requirements specified under APPENDIX A: EQUIPMENT DATA SHEET. 供方应提供设备的性能数据,并保证设备的性能数据符合《附录A:设备数据表》所规定的要求。
4.2 Seismic Requirements 抗震要求
4.2.1 Equipment and equipment supports shall be designed to maintain their structural integrity when subjected to earthquake loading in accordance with Chinese code GB 18306-2001 - "Seismic Ground Motion Parameter Zonation Map of China", which defines that the Basic Seismic Intensity of Haiyang site is VI degree and Basic seismic intensity of 10% exceeding probability is less than 6.1 degree during 50 years benchmark period. Seismic acceleration value of 10% exceeding probability is less than 0.05g during 50 years design benchmark period. 设备和设备支架的设计应符合中国国标GB 18306-2001 -<中国地震地表移动参数地域分布图>,使其能够在承受地震载荷时保持结构完整性,上述规范定义海阳厂址的地震基本烈度为VI度,基就地震强度为10%,即少于6.1级地震的可能性是50年一遇的。超过10%可能性的地震加速度为少于0.05g,按50年一遇设计。
4.2.2 Supplier shall state horizontal and vertical simultaneously applied seismic factors included in the design of turbine-generator loading diagram for the turbine foundation. Maximum seismic acceleration at the turbine deck of the steam turbine-generator for which the machine is designed to keep its structural integrity shall be stated and be in accordance with Chiness code GB 50011-2001 - "Code for Seismic Design of Buildings". 供方应说明对汽轮机底座进行的汽轮发电机荷载设计中横向和纵向同时考虑的地震因数。在蒸汽汽轮发电机的汽轮机底板上的最大地震动加速度,是进行汽轮机设计而使其保持结构完整性的依据,应对其进行说明,且应使其符合GB 50011-2001 -<建筑抗震设计规范>的要求。
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