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    • 1. 发明公开
    • ELECTROMAGNETIC MULTIAXIAL FATIGUE TESTING MACHINE
    • ELEKTROMAGNETISCHE MULTIAXIALEERMÜDUNGSPRÜFMASCHINE
    • EP3182091A4
    • 2017-08-23
    • EP15896925
    • 2015-09-21
    • UNIV HOHAI
    • JI BOHAIXIE FAXIANGCHEN LINFU ZHONGQIU
    • G01N3/38
    • G01N3/20G01N3/38G01N3/62G01N2203/0005G01N2203/0021G01N2203/0023G01N2203/0026G01N2203/0037G01N2203/005G01N2203/0073G01N2203/0423
    • The present invention discloses an electromagnetic multiaxial fatigue testing machine, which includes a test piece fixing platform and an electromagnet loading mechanism arranged on a frame, wherein the electromagnet loading mechanism includes a first loading device for bend loading, and a second loading device for axial and torsional loading. The first loading device includes a first permanent magnet and a first electromagnet with a direction of a magnetic force generated therebetween is orthogonal to an axial direction of a test piece; the second loading device includes a second permanent magnet and a second electromagnet mounted on a swinging pair with a direction of a magnetic force generated therebetween is parallel to the axial direction of the test piece. An electromagnet principle is adopted in the invention for loading, which does not cause mechanical frictions, and different loading modes can be selected according to the actual stress requirements to conduct a uniaxial or multiaxial fatigue test on the test piece, so that the testing efficiency is improved, and the testing noise and testing cost are reduced.
    • 本发明公开了一种电磁多轴疲劳试验机,包括设置在机架上的试件固定台和电磁铁加载机构,所述电磁铁加载机构包括第一加载装置和第二加载装置,所述第一加载装置用于弯曲加载, 扭转载荷。 所述第一加载装置包括第一永磁体和第一电磁体,所述第一永磁体和第一电磁体之间产生的磁力的方向垂直于试件的轴向; 第二加载装置包括第二永磁体和第二电磁体,所述第二永磁体和第二电磁体以在其间产生的磁力的方向摆动成对地安装,平行于所述测试件的轴向。 本发明采用电磁原理加载,不会产生机械摩擦,可根据实际应力要求选择不同的加载方式对试件进行单轴或多轴疲劳试验,使试验效率 改进,并且测试噪声和测试成本降低。
    • 2. 发明公开
    • MULTI-TARGET MULTI-DEGREE-OF-FREEDOM STATIC AND DYNAMIC TEST APPARATUS AND METHOD FOR DISTRIBUTED SENSING OPTICAL FIBER
    • 随着对分布式扫描玻璃纤维的多个目标和自由几度和方法静动载试验装置
    • EP3015840A4
    • 2017-04-19
    • EP14886668
    • 2014-12-26
    • UNIV HOHAI
    • SU HUAIZHIYANG MENG
    • G01M11/00G01D5/353G01M11/02
    • G01M11/3109G01D5/35364G01M11/00G01M11/02G01M11/319
    • The present invention relates to a distributed sensing optical fiber performance multi-objective multi-degree-of-freedom static and dynamic test integrated platform and a test method. In a distributed sensing optical fiber multi-objective multi-degree-of-freedom static and dynamic test device, an optical fiber multi-degree-of-freedom fixing system is sequentially connected with an artificial loading and unloading device and an oil pressure control loading and unloading device, and an optical fiber under test is connected with the optical fiber multi-degree-of-freedom fixing system and a distributed optical fiber Brillouin frequency shift acquisition system; and test on performance of optical fiber is achieved by controlling devices in the optical fiber multi-degree-of-freedom fixing system. All parts of the test platform can be freely dissembled and assembled, and in order to complete different test requirements, a multi-objective test platform is set up, which provides large secondary development space for possible test and exploration; the device of the present invention has a large number of advantages such as a simple structure, a low cost, convenient operation, less disturbance, many test classes, strong adaptability, stable performance and convenient loading and unloading ( Fig. 1 ).
    • 本发明涉及一种分布式感测光纤性能的多目标多度的自由度静态和动态测试集成平台和试验方法。 在分布式感测光纤多目标的静态和动态测试设备多度的自由度,以光纤多度的自由度固定系统依次用在人工装载和卸载装置和油压控制装连接 和卸载装置,和被测光纤与光纤的多度的自由度固定系统和分布式光纤布里渊频移采集系统连接; 和对光纤的性能测试是通过在光纤的多度的自由度固定系统控制装置来实现的。该测试平台的所有部件可自由拆卸和组装的,并且为了完成不同的测试要求,多 -objective测试平台建立起来,它提供了可能的试验和探索大中专的发展空间; 本发明的装置具有许多优点:例如,结构简单,成本低,手术方便,更少的干扰,许多测试类,适应性强,性能稳定,方便装载和卸载(图1)。
    • 6. 发明公开
    • SUBMERGED STRUCTURE LEAKAGE OPTICAL FIBER POSITIONING AND ORIENTING SYSTEM AND MONITORING METHOD WITHOUT HEAT SOURCE
    • GLASFASERPOSITIONIERUNGS- UND ORIENTIERUNGSSYSTEM ZUR LECKDETEKTION EINER EINGETAUCHTEN STRUKTUR SOWIEÜBERWACHUNGSVERFAHRENOHNEWÄRMEQUELLE
    • EP3062129A4
    • 2017-08-09
    • EP14889181
    • 2014-12-30
    • UNIV HOHAI
    • SU HUAIZHIYANG MENGLI HAOLI XINGFU ZHAOQING
    • G01V8/02G01D5/353G01D11/30G01K1/14G01K11/32
    • G01V8/10G01D5/353G01D11/30G01F1/7086G01V8/02
    • The present invention discloses a heat source-free fiber positioning and orienting system for seepage of submerged or partially submerged structures and monitoring method thereof, which includes a plurality of seepage monitoring devices connected through rotary supports, wherein the seepage monitoring devices include first seepage monitoring units symmetrically distributed on the front and back and second seepage monitoring units symmetrically distributed on left and right, seepage monitoring fibers are distributed in the first seepage monitoring units and the second seepage monitoring units, and the seepage conditions of the submerged or partially submerged structures are monitored through the seepage monitoring fibers. The heat source-free fiber positioning and orienting system for the seepage of submerged or partially submerged structures according to the present invention has the characteristics of no heating, distribution manner, multiple orientations and synchronicity or the like, and has prominent advantages on such aspects like reducing the monitoring cost, improving the monitoring precision and engineering practicability or the like; and through flexibly disposing the seepage monitoring device in the submerged or partially-submerged structures, the seepage position and direction are obtained through comparison of calibrated fibers and the seepage monitoring fibers; therefore, the monitoring method of the present invention is simple to operate and has accurate results.
    • 本发明公开了一种用于浸没式或部分浸没式结构渗流的无热源纤维定位定向系统及其监测方法,其包括多个通过旋转支撑连接的渗流监测装置,其中渗流监测装置包括第一渗漏监测单元 前后对称分布,左右对称分布的第二渗漏监测单元,渗漏监测纤维分布在第一渗漏监测单元和第二渗漏监测单元,监测淹没或部分淹没结构的渗流情况 通过渗流监测纤维。 本发明的浸没式或部分浸没式结构渗流无热源纤维定位定向系统具有无加热,分布方式,多方位,同步等特点,并具有如下特点: 降低监测成本,提高监测精度和工程实用性等; 通过将渗流监测装置灵活布置在水下或部分水下结构中,通过校准光纤与渗流监测光纤的比较得到渗流位置和方向; 因此,本发明的监测方法操作简单,结果准确。
    • 7. 发明专利
    • Spur dike with movable water-permeable piles and method for operating same
    • GB2607195A
    • 2022-11-30
    • GB202207815
    • 2021-03-02
    • CHINA THREE GORGES CORPUNIV HOHAI
    • HUICHAO DAIJINQIAO MAOHANMEI LIYIQING GONGJIE DAI
    • E02B3/06E02B3/02E02B3/10
    • Disclosed are a spur dike with movable water-permeable piles and a method for operating same. The spur dike with movable water-permeable piles comprises a fixed rail, a plurality of moving rails, a plurality of movable water-permeable piles disposed on the fixed rail and the plurality of moving rails, and a plurality of pressure sensors and flow meters arranged at monitoring points on outer side walls of the movable water-permeable piles, and a control platform, wherein the control platform carries out analysis and calculation according to monitoring data from the pressure sensors and the flow meters and adjusts the positions of the moving rails and the movable water-permeable piles, such that the water flow velocities and the spur dike pressures at the monitoring points are all less than a corresponding flow velocity threshold value and a corresponding pressure threshold value, and the water permeability rate of the spur dike is within a set range. The present invention is applicable to various river conditions, and the water permeability rate of the spur dike and the form of the spur dike body are adjusted in a self-adaptive manner according to changes in the water flow velocity and the pressure borne by the dike body, such that the stability and the environmentally friendly application effect of the spur dike are effectively improved.
    • 8. 发明专利
    • Basin similarity classification method and device
    • GB202213018D0
    • 2022-10-19
    • GB202213018
    • 2022-09-06
    • UNIV HOHAI
    • The invention discloses a basin similarity classification method and device. The method comprises the steps of collecting the hydrological, meteorological and underlying surface data of a predetermined basin, extracting meteorological and underlying surface factors, and constructing a feature index; setting a correlation threshold value, and determining weather and underlying surface similarity indexes; based on an SOM and FCM fusion algorithm, carrying out grid scale hydro meteorological zoning in the predetermined basin; constructing a sub-basin scale cluster in the meteorological homogeneous region, and performing sub-basin classification by using the fusion model; and according to the meteorological subarea where the basin is located and the included sub-basin categories, constructing comprehensive measurement of the similarity of the basin by using the fuzzy membership degrees of the sub-basins, evaluating the similarity degree between the basins by using a maximum and minimum closeness degree method, and identifying the similarity between the basins. According to the method, a theoretical basis is provided for reference basin selection and parameter transplantation of the data-free basin, and deep development of work such as data-free region model parameter regionalization and hydrological early warning and forecasting is promoted.
    • 10. 发明专利
    • Spur dike with moveable water-permeable piles and method for operating same
    • GB202207815D0
    • 2022-07-13
    • GB202207815
    • 2021-03-02
    • CHINA THREE GORGES CORPUNIV HOHAI
    • Disclosed are a spur dike with movable water-permeable piles and a method for operating same. The spur dike with movable water-permeable piles comprises a fixed rail, a plurality of moving rails, a plurality of movable water-permeable piles disposed on the fixed rail and the plurality of moving rails, and a plurality of pressure sensors and flow meters arranged at monitoring points on outer side walls of the movable water-permeable piles, and a control platform, wherein the control platform carries out analysis and calculation according to monitoring data from the pressure sensors and the flow meters and adjusts the positions of the moving rails and the movable water-permeable piles, such that the water flow velocities and the spur dike pressures at the monitoring points are all less than a corresponding flow velocity threshold value and a corresponding pressure threshold value, and the water permeability rate of the spur dike is within a set range. The present invention is applicable to various river conditions, and the water permeability rate of the spur dike and the form of the spur dike body are adjusted in a self-adaptive manner according to changes in the water flow velocity and the pressure borne by the dike body, such that the stability and the environmentally friendly application effect of the spur dike are effectively improved.