| 1. | Unseat by water pressure testing method for cycle tyres
力车轮胎脱圈水压试验方法 |
| 2. | Code of water pressure test in borehole for water resources and hydropower engineering
水利水电工程钻孔压水试验规程 |
| 3. | What ' s to be done after water pressure test ? acid flushing or galvanizing
压力试验通过了，把压力放掉，拆开管子，检查管子内部。 |
| 4. | Packaging for the transport of liquids . light gauge metal packaging . metalic or plastic packaging . composite packaging water pressure test . procedure
液体运输包装.轻型金属包装.金属或塑料包装.复合包装水压力试验.程序 |
| 5. | Pressure test of through out pigging : inspect pipe deformation and construction quality . exhaust before water pressure test , drainage before manufacture , dryness and medium isolation
总通清管试压：检测管线变形、施工质量。水压试验前排气、生产前排水、干燥、介质隔离。 |
| 6. | All products made by the company goes through testing and analysis , including mechanical , technical performance measurements , corrosion , water pressure testing and so on , for reliable quality and excellent performance that meet national standards
本公司生产的所有产品经过化验分析、机械及工艺性能测定、腐蚀、水压试验等各类测试，质量可靠，性能优良，符合国家标准。 |
| 7. | Based on a thorough investigation of the engineering geological condition for the reservoir region of the huizhou pumped storage power station , the in - situ trial pit water injection test , boring water injection test , and water pressure test were performed to study the permeability of rock and soil mass
摘要在对惠州抽水蓄能电站库区工程地质条件进行详细调查的基础上，采用现场试坑注水和钻孔注水、压水试验等方法了解岩土体的透水性。 |
| 8. | The following conclusions are gained : ( 1 ) the located shear band prongs the ligament near the top crack tip and the structure may occur shear - mode fracture at the angle of 155 ? to crack when load is 87 . 92mpa ; the mode of fracture of the flange joint structure is not possible to be void - mode ; ( 2 ) it is proved that loading and then unloading repeatedly can not increase the possibility of invalidation of the structure when the times of loading and unloading are not too more when load is operating pressure ; the structure is safe when the vessel is operating ; ( 3 ) in the fe model of the thesis , not considering the influence of water pressure test which is in the process of fabrication of vessel in fe results in larger deviation in analysi
得出了以下结论：在8792mpa的载荷下筒体一封头连接结构处的集中剪切带贯穿韧带，可能发生沿与原裂纹线成155 “角方向剪切型断裂；筒体一封头连接结构不可能发生韧窝型断裂； （ 2 ）在工作压力下进行次数不多的反复加、卸载，结构不会破坏，也不会丧失安定性：结构在工作状态下是安全的； m在本文的弹塑性有限元模拟计算中，对于裂纹尖端进行力学分析时，不考虑压力容器制造过程中水压试验的影响，将导致计算结果出现较大的偏差； （ 4 ）筒体完全屈服时的载荷为92石3mpa ，封头完全屈服时载荷为86 |
