ELECTROMAGNETIC MULTIAXIAL FATIGUE TESTING MACHINE
    1.
    发明公开
    ELECTROMAGNETIC MULTIAXIAL FATIGUE TESTING MACHINE 审中-公开
    ELEKTROMAGNETISCHE MULTIAXIALEERMÜDUNGSPRÜFMASCHINE

    公开(公告)号:EP3182091A4

    公开(公告)日:2017-08-23

    申请号:EP15896925

    申请日:2015-09-21

    申请人: UNIV HOHAI

    IPC分类号: G01N3/38

    摘要: 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.

    摘要翻译: 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。

    PREFABRICATED PIER COLUMN MEMBER WITH STEEL-CONCRETE COMPOSITE STRUCTURE

    公开(公告)号:EP3181755A4

    公开(公告)日:2017-11-15

    申请号:EP15903296

    申请日:2015-09-25

    申请人: UNIV HOHAI

    IPC分类号: E01D19/02

    CPC分类号: E01D19/02

    摘要: The invention discloses a segment-assembled type pier column member with a steel-concrete composite structure, which includes a reinforcement tube embedded in a pile cap, wherein the reinforcement tube is connected with a bottom of a lower segment of a hollow steel tube pier and is poured with concrete, and pier columns in upper and lower segments are reinforced by means of segment connecting and being embedded with local reinforcing meshes. A steel cross beam is connected with an upper segment of the hollow steel tube pier in an assembled way. A pre-stressed tensioning duct is reserved between the steel cross beam and the pier column in the upper segment. According to the present invention, a construction period and construction difficulty are reduced, a construction progress is accelerated, the connecting method is safe and reliable, and is convenient to control by adopting an assembled construction method; meanwhile, good concrete compression performance and good steel tensile property are sufficiently utilized, so that the whole member is economic and convenient, is simple and fast to construct, and has a good application prospect.