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公开(公告)号：US11599692B2
公开(公告)日：2023-03-07
申请号：US17023385
申请日：2020-09-17
申请人： Southwest Jiaotong University , SOUTHWEST JIAOTONG UNIVERSITY CHENGDU DESIGN INSTITUTE CO., LTD.
发明人： Zhixiang Yu , Liru Luo , Yuntao Jin , Liping Guo , Hu Xu , Xin Qi , Lei Zhao , Shichun Zhao
IPC分类号： G06F30/20 , G06F111/10 , E01F7/04 , E02D17/20
摘要： A calculation method of limit load, deformation and energy dissipating of a ring net panel of a flexible protection net, includes step (1): determining geometrical parameters of the ring net, connection type of steel rings, and diameter of steel wires; step (2): determining a loading rate, a loaded region and a boundary condition of the ring net panel; step (3): obtaining basic mechanical parameters of materials through tests, and establishing a critical damage criterion of the ring net panel; step (4): establishing an equivalent calculation model of a ring net panel based on a fiber-spring unit; and step (5): calculating a puncturing displacement, a puncturing load and energy dissipating of the ring net panel. The method adopts a calculation assumption of load path equivalence.
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公开(公告)号：US11414821B2
公开(公告)日：2022-08-16
申请号：US17009783
申请日：2020-09-02
发明人： Zhixiang Yu , Liru Luo , Yuntao Jin , Liping Guo , Hu Xu , Xin Qi , Lei Zhao , Shichun Zhao
摘要： An expandable modular energy-dissipation protection net unit group includes support columns each provided at each of two ends of each support column with a first horizontal longitudinal rotation reversing device on the left side, a second horizontal longitudinal rotation reversing device on the right side and a transverse rotation reversing device on the bottom; a transverse endless support rope, a longitudinal endless support rope and connectors. The transverse endless support rope is wound on the transverse rotation reversing device. The longitudinal endless support rope is wound on the first horizontal longitudinal rotation reversing device and the second horizontal longitudinal rotation reversing device adjacent. A metal net panel is tied by the plurality of connecting members and hung on the transverse endless support rope and the longitudinal endless support rope.
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公开(公告)号：US11535990B2
公开(公告)日：2022-12-27
申请号：US17200932
申请日：2021-03-15
发明人： Zhixiang Yu , Liru Luo , Linxu Liao , Yuntao Jin , Lijun Zhang , Hu Xu , Lei Zhao , Hao Zhao , Shichun Zhao
IPC分类号： E01F7/04
摘要： A two-stage energy dissipation type shed tunnel support structure connected by a principle of Dougong and a design method thereof are provided. The two-stage energy dissipation type shed tunnel support structure includes a Dougong joint domain, crossbeams and columns. The Dougong joint domain includes section steel members, wavy-wall cylindrical elastoplastic buffers, U-shaped sliding connecting troughs and high-strength bolts. Multiple layers of the section steel members are orthogonally stacked to form a Dougong shape, the wavy-wall cylindrical elastoplastic buffers are arranged between adjacent layers of the section steel members, and the U-shaped sliding connecting troughs are arranged at upper and lower ends of the wavy-wall cylindrical elastoplastic buffers, which realizes a connection between the wavy-wall cylindrical elastoplastic buffers and a section steel in two orthogonal directions. Under an impact of small energy rockfalls, an elastic deformation of the Dougong joint domain is used to achieve a buffering.
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公开(公告)号：US12104338B2
公开(公告)日：2024-10-01
申请号：US17485427
申请日：2021-09-26
发明人： Zhixiang Yu , Lijun Zhang , Gaohong Ye , Liru Luo , Xu Hu , Xin Qi , Lei Zhao , Shichun Zhao
CPC分类号： E01F7/045 , E02D17/202 , E04H17/05
摘要： A combined type flexible glass net system used for protection against full-particle falling rocks on plank roads in scenic spots includes a supporting layer, an intercepting throwing layer and a flexible glass net isolating layer, wherein the supporting layer is longitudinally arranged above a protective area along a mountain, and includes a supporting steel frame and an oscillating type supporting rod; the intercepting throwing layer is supported on the supporting layer, and includes metal meshes, an along-cross-slope lower connecting rope, an along-cross-slope upper connecting rope, an along-slope connecting rope and a reinforcing rope; and the flexible glass net isolating layer includes glass plates, glass net supporting cables and a hoop type hinged piece, wherein the glass plates are connected to the glass net supporting cables through the hoop type hinged piece, and the glass net supporting cables are hung below the supporting steel frame.
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公开(公告)号：US10908178B1
公开(公告)日：2021-02-02
申请号：US17008666
申请日：2020-09-01
发明人： Zhixiang Yu , Hu Xu , Linxu Liao , Xin Qi , Lei Zhao , Shichun Zhao
摘要： An arbitrary-shaped fabricated test block for a high-steep slope rolling stone test includes a connecting square barrel and test block bodies. The connecting square barrel is formed by enclosing steel plates, the steel plates are provided with connecting grooves on a periphery of the steel plates, and the connecting grooves are provided with connecting groove bolt holes. The test block bodies are printed on printing bases by 3D printing technology, connecting plates are fixedly arranged on the printing bases, connecting plate bolt holes are formed in the connecting plates, and high-strength bolts penetrate through the connecting groove bolt holes and the connecting plate bolt holes to connect the test block bodies to the connecting square barrel. A sensor box is fixedly arranged on an inner side of the connecting square barrel, and a sensor is arranged in the sensor box.
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公开(公告)号：US11225786B2
公开(公告)日：2022-01-18
申请号：US17030396
申请日：2020-09-24
发明人： Zhixiang Yu , Yuntao Jin , Chun Liu , Liping Guo , Liru Luo , Wenjun Gao , Hu Xu , Lei Zhao , Rui Guo
摘要： A dry process connected energy-consuming beam column joint based on a corbel includes a prefabricated concrete corbel column, pre-buried steel plates and connecting steel plates, wherein the corbel section of the prefabricated concrete corbel column is stepped, and a notch section of a prefabricated concrete notch beam is matched with the stepped section of the corbel and is in lap joint to the stepped section; the pre-buried steel plates are separately pre-buried on the upper and lower surfaces of the corbel and the prefabricated concrete notch beam, friction plates are arranged outside the pre-buried steel plates, and slight tooth spaces are arranged on the sides, facing the pre-buried steel plates, of the friction plates; and the connecting steel plates are arranged on the left and right sides of the prefabricated concrete notch beam and the corbel lap joint section.
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