公开(公告)号：US11377377B2

公开(公告)日：2022-07-05

申请号：US16910079

申请日：2020-06-24

申请人： Jun Wang ,  Hongtao Fu ,  Yuanqiang Cai ,  Peng Wang ,  Guohui Yuan ,  Jinqiang Jin ,  Haidong Xu ,  Zhengde Xia ,  Junfeng Ni ,  Ziyang Ggao ,  Qiang Ye ,  Youchang Lv ,  Zhi Guan ,  Ziwu Jiang ,  Zhijian Chen

发明人： Jun Wang ,  Hongtao Fu ,  Yuanqiang Cai ,  Peng Wang ,  Guohui Yuan ,  Jinqiang Jin ,  Haidong Xu ,  Zhengde Xia ,  Junfeng Ni ,  Ziyang Ggao ,  Qiang Ye ,  Youchang Lv ,  Zhi Guan ,  Ziwu Jiang ,  Zhijian Chen

IPC分类号： B01D35/06 ,  C02F1/52 ,  C02F1/463 ,  C02F1/00

摘要： A horizontal-vertical drain board-flocculation vacuum preloading sediment treatment method, including (1) electro-osmotic electrodes disposed on the top and bottom of each reinforcing bar of the reinforced frame; (2) after the sediment is blown to the bottommost layer of vacuum preloading tank, the support is fitted over each reinforced frame, and the clips are fastened; (3) the transverse drain board passes through the support, one end of transverse drain board is connected to a curved tube; (4) repeat Step 2 and Step 3 until the sediment is blown to the surface layer of vacuum preloading tank; (5) a vertical drain board is arranged vertically between two adjacent rows of reinforced frames; (6) the curved tube is connected to the first junction block through the second junction block, and then the geotextile and sealing film are laid, the vacuum pump and power supply are switched on at last.

公开(公告)号：US20210403351A1

公开(公告)日：2021-12-30

申请号：US16910079

申请日：2020-06-24

申请人： Jun Wang ,  Hongtao Fu ,  Yuanqiang Cai ,  Peng Wang ,  Guohui Yuan ,  Jinqiang Jin ,  Haidong Xu ,  Zhengde Xia ,  Junfeng Ni ,  Ziyang Ggao ,  Qiang Ye ,  Youchang Lv ,  Zhi Guan ,  Ziwu Jiang ,  Zhijian Chen

发明人： Jun Wang ,  Hongtao Fu ,  Yuanqiang Cai ,  Peng Wang ,  Guohui Yuan ,  Jinqiang Jin ,  Haidong Xu ,  Zhengde Xia ,  Junfeng Ni ,  Ziyang Ggao ,  Qiang Ye ,  Youchang Lv ,  Zhi Guan ,  Ziwu Jiang ,  Zhijian Chen

IPC分类号： C02F1/52 ,  C02F1/00 ,  C02F1/463

摘要： A horizontal-vertical drain board-flocculation vacuum preloading sediment treatment method, including (1) electro-osmotic electrodes disposed on the top and bottom of each reinforcing bar of the reinforced frame; (2) after the sediment is blown to the bottommost layer of vacuum preloading tank, the support is fitted over each reinforced frame, and the clips are fastened; (3) the transverse drain board passes through the support, one end of transverse drain board is connected to a curved tube; (4) repeat Step 2 and Step 3 until the sediment is blown to the surface layer of vacuum preloading tank; (5) a vertical drain board is arranged vertically between two adjacent rows of reinforced frames; (6) the curved tube is connected to the first junction block through the second junction block, and then the geotextile and sealing film are laid, the vacuum pump and power supply are switched on at last.

公开(公告)号：US11689122B2

公开(公告)日：2023-06-27

申请号：US16992141

申请日：2020-08-13

申请人： Jun Wang ,  Zhiming Liu ,  Yaguang Ding ,  Yuanqiang Cai ,  Hongtao Fu ,  Peng Wang ,  Guohui Yuan ,  Junfeng Ni ,  Ziyang Ggao

发明人： Jun Wang ,  Zhiming Liu ,  Yaguang Ding ,  Yuanqiang Cai ,  Hongtao Fu ,  Peng Wang ,  Guohui Yuan ,  Junfeng Ni ,  Ziyang Ggao

IPC分类号： H02N2/18 ,  H10N30/853

CPC分类号： H02N2/183 ,  H02N2/181 ,  H10N30/853

摘要： A nonlinear magnetic force-based arched piezoelectric ceramic energy harvesting deceleration strip, which comprises an outer case and an internal generating mechanism. The outer case structure comprises an upper deceleration strip and a casing. The casing is embedded in the pavement structure by excavating the upper part of surface course. A rebounding mechanism is located between the upper deceleration strip and casing to restore the pressed upper deceleration strip. Features: the generating mechanism comprises a rack, a gear set and generating discs. The rack is disposed at the bottom of the upper deceleration strip and moving up and down therewith. The rack can drive the gear set to generate acceleration, and the transmission shafts drive the left and right generating discs to rotate. The gear set is combined with three transmission shafts.

公开(公告)号：US20220341116A1

公开(公告)日：2022-10-27

申请号：US17725569

申请日：2022-04-21

申请人： Yuanqiang Cai ,  Jun Wang ,  Hongtao Fu ,  Shihu Gao ,  Bin Yang ,  Xiaoxiao Zhu ,  Rila Anda ,  Guohui Yuan

发明人： Yuanqiang Cai ,  Jun Wang ,  Hongtao Fu ,  Shihu Gao ,  Bin Yang ,  Xiaoxiao Zhu ,  Rila Anda ,  Guohui Yuan

IPC分类号： E02D3/10 ,  E02D3/12

摘要： A method for foundation consolidation combining vacuum preloading and geomembrane bag assembly loading, which comprises: digging a slurry pit, filling mud into the slurry pit and conducting vacuum preloading pumpdrainage for multiple times, laying the geomembrane bag assemblies above the soft slurry seam processed through vacuum preloading pumpdrainage inside the slurry pit to form a plurality of loading layers, and laying the geomembrane bag assemblies by piling geomembrane bags. In view of the engineering complexity and uneven settlement resulting from conventional vacuum preloading using slag loading, geomembrane bag for loading to overcome the adverse effects of slag loading. In the present invention, the drainage system and the geomembrane bag assemblies are laid out to fully leverage their perspective properties, so as to improve the transmission of vacuity in the whole soil mass, speed up the drainage rate, and increase the degree of consolidation.