gate chamber meaning in Chinese
闸阀室
闸门室
Examples
- However , the above method is not applicable for the gate chamber when the foundation of weir body is " high - low foot "
然而对于堰体基础呈“高低脚”的闸室，该方法很不适用。 - Due to the complexity of the load combinations of the gate chamber , it is difficult to perform such test on each load case . on the other hand , it is lack of the test data on the load case perpendicular to the current direction of the gate frusta till now
由于闸室的受力荷载组合较为复杂，对每种工况都做光弹试验不容易做到，且有关垂直水流方向的闸墩受力状况的试验资料迄今尚很缺乏。 - According to the structure layout of futang power station design , geological parameters and calculation results of seepage , the stability and stress of gate chamber and retaining dam are calculated , the security index and stress of anti - slide can can meet the requirement of criterion
根据福堂电站工程设计的结构布置情况、地质参数及渗流计算成果，对闸室和挡水坝稳定、应力进行了计算，其抗滑稳定安全系数及应力标准均满足规范的要求。 - Two numerating methods are used in traditional structural design of gate chamber . first , considering the gate frusta to be fastened on the weir body , it is calculated as plane stress problem independently . then applying the results ( moment and vertical force ) on the bottom of gate frusta as concentrating load on the weir body , and the weir body is viewed as a elastic foundation beam or plate and unilateral stress analysis was performed
传统闸室结构计算有两种计算方法，其一是将闸墩视为固端于堰体上，单独进行闸墩平面受力计算，再将闸墩下部的计算结果(弯矩和垂直力)作为集中荷载作用于堰体上，堰体作为弹性地基梁或板进行片面应力计算。 - Based on structural design criterion of floodgates , a finite clement method is adopted to analyze and calculate deep - hole gate chamber . and based on space plank analysis theory , area stress is considered in the stress calculation of original laminose problems . the method is simple , convenient and manageable and reaches better precision
本文在设计规范的基础上针对水闸的结构设计，采用有限元对深孔闸的闸室进行了分析计算，根据空间板的分析理论，在原薄板问题的受力计算基础上考虑了闸内力的作用。