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公开(公告)号：US20220128110A1
公开(公告)日：2022-04-28
申请号：US17292623
申请日：2020-06-15
Applicant: DALIAN UNIVERSITY OF TECHNOLOGY
Inventor： Yonghui AN , Shijun HUANG , Jinping OU
Abstract: A double-ring shaped strong magnet array nonlinear dynamic vibration absorber for vibration mitigation of suspender cables and design method thereof, which belongs to the field of structural vibration control. The installation positions and number are designed according to the demand of vibration mitigation, and usually one is installed at the midpoint of the suspender cable. The vibration absorber consists of the inner and outer magnet ring arrays, the additional weights, the universal wheels and a base. It feeds back the control force in the opposite direction of the motion of the suspender cable during the movement, so that the vibration energy of the suspender cable is transferred to the vibration absorber and thus less is returned to the suspender cable, and the energy dissipated through the friction between the universal wheels and the base, adding air dampers and other measures, etc.
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公开(公告)号：US20200062350A1
公开(公告)日：2020-02-27
申请号：US16462524
申请日：2018-01-02
Applicant: Dalian University of Technology
Inventor： Nianxin REN , Zhe MA , Hongbo WU , Ling WAN , Jinping OU , Dezhi NING , Gangjun ZHAI , Daocheng ZHOU
Abstract: A very large floating structure based on modular units and a combined mooring system. The system includes a central large platform module, small outer platform modules, tension-legs, mooring lines, oscillating float-type wave energy converters and module connectors. The oscillating float-type wave energy converters can convert the swinging motion of the floaters into the horizontal motion of the piston rods through the gear wheel-rack transmission. Module connectors between modules are divided into two kinds of modes. One can utilize both relative torsional motion and horizontal motion between the central large platform module and the adjacent small platform modules, while the other simultaneously generates power and reduces the relative motions between the adjacent platform modules. The wave energy converters on the outer modules of the very large floating structure can generate power by absorbing the incident wave energy.
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公开(公告)号：US20250092858A1
公开(公告)日：2025-03-20
申请号：US18565263
申请日：2023-05-16
Applicant: DALIAN UNIVERSITY OF TECHNOLOGY
Inventor： Dongsheng QIAO , Li YIN , Guoqiang TANG , Lin LV , Jun YAN , Zhiwei SONG , Jinping OU
Abstract: An integrated vessel with wave compensation capability for transportation of completed offshore wind turbines includes a wind turbine conveyor system, a dynamic positioning propeller system, and a six-degree-of-freedom parallel manipulator system, as well as a foundation monopile of a fixed wind turbine arranged in the hull; the completed offshore wind turbines are fixed on the wind turbine conveyor system by multiple wind turbine stabilizing blocks, and a clamping system is equipped in the six-degree-of-freedom parallel manipulator system. The invention uses the conveyor system to transfer and the clamping system to clamp the completed wind turbine, as well as the six-degree-of-freedom parallel manipulator system to transport, which reduces the difficulty of the operation, improves the automation of the installation process, and reduces the labor cost of the wind turbine installation; the invention reduces the difficulty of the installation process, and improves the efficiency of the wind turbine installation.
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公开(公告)号：US20210040741A1
公开(公告)日：2021-02-11
申请号：US16652802
申请日：2018-12-12
Applicant: DALIAN UNIVERSITY OF TECHNOLOGY
Inventor： Yonghui AN , Weilong HUAI , Feng PAN , Da LV , Jinping OU
Abstract: A new design and rapid construction method for flush assembly of prefabricated steel beams and floor slabs is disclosed. The upper flange of prefabricated steel beams is “” shaped, which consists of horizontal flange, vertical flange and top flange. Both beam stiffeners and studs are set on the horizontal flange, in which the former can strengthen the bearing capacity of the beam and avoid its local deformation, and the latter can fix the floor slab; prefabricated studs and precast concrete inside the vertical flange in the factory are used to constrain the deformation of upper flange. There is no limitation with respect to the form of floor slab, which is connected with the prefabricated steel beam by hitching the prefabricated rebar ring of the floor slab to the welded studs of the upper flange of the prefabricated steel beam.
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