静盘表面静压随着总流量的增加而增加，随转速增加而降低。
Results show that, within the ranges of the experiments, the static pressure on the stator firstly decreases and then increases along the radial direction.
本发明能增强动、静盘涡旋线体舌的受力强度，可有效的延长使用寿命。
The present invention can improve applied force strength of vortex filament body tongue on moving disk and static disk, and can increase of service life availably.
计算域包括转-静盘和内、外围屏包围的流体域以及一定厚度的转盘固体域。
The computational region was composed of fluid region enclosed by stator and rotator disks, as well as inner and outer shrouds, and solid region, that is rotator disk.
先称出钻具重量，假定钻具重量为5KN，然后转动仪表动盘，使动盘上的5KN刻度值对准静盘上的0处的红线；
First said the weight of the drill, drill assumed weight 5KN, and then turn the instrument dynamic disk, the dynamic disk aligned on the stator 5KN scale value 0 on the red line;
根据单桩静载荷试验的结果，全面系统地分析了挤扩支盘桩的承载机理、荷载传递性状和FEM模拟结果。
Bearing mechanism, loading transfer behavior and results of FEM simulation of squeezed branch pile are analyzed systematically in this paper based on results of static loading test.
通过对挤扩支盘桩的桩身静载试验和测试的结果，分析其在竖向荷载作用下的荷载传递机理。
The mechanism of load transfer on the vertical loading through the analysis of squeezed branch piles' field static loading test is analyzed.
涡旋空气压缩机是由两个双函数方程型线的动、静涡盘相互啮合而成。
Vortex air compressor is made up of two double function equation type line dynamic and static vortex plate mesh with each other and become.
文章基于静载试验结果，研究和探讨了支盘桩的受力特性和破坏性状。
The bearing force character, failure behavior and loading transfer law of squeezed branch pile are studied in this paper based on static load test results.
在盘中静置10分钟后脱模放架子上完全冷却。
Cool for 10 minutes before removing from pan to a wire rack to cool completely.
通过挤扩支盘灌注桩静载荷试验，寻求挤扩支盘灌注桩基础在杭州地区应用的可行性。
By performing a static load experiment on cast-in-place with branches and plates pile, the paper discusses the feasibility of cast-in-place with branches and plates pile in Hangzhou area.
本文在采用自平衡法静载荷试验的基础上，分别对浙江嘉兴和湖州两个工程中的同一场地挤扩支盘灌注桩与普通直孔灌注桩进行对比试验研究。
To study vertical bearing behavior of the foundation, a shaft diaphragm wall foundation of bridge in loess area was tested for bearing capacity by use of the self-balanced method.
本文在采用自平衡法静载荷试验的基础上，分别对浙江嘉兴和湖州两个工程中的同一场地挤扩支盘灌注桩与普通直孔灌注桩进行对比试验研究。
To study vertical bearing behavior of the foundation, a shaft diaphragm wall foundation of bridge in loess area was tested for bearing capacity by use of the self-balanced method.
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