-
公开(公告)号：US11598210B1
公开(公告)日：2023-03-07
申请号：US17889407
申请日：2022-08-17
发明人： Bowen Zheng , Shengwen Qi , Yongshuang Zhang , Songfeng Guo , Manchao He , Hui Zhou
IPC分类号： E21D11/05
摘要： Disclosed is a tunnel protection structure suitable for active fault areas and high ground stress areas, and relates to the technical field of tunnel engineering construction. The tunnel protection structure comprises at least one protection unit, wherein a plurality of protection units are sequentially connected and distributed along the axial direction of a tunnel, and the protection units comprise a radial protection ring and two axial protection rings which are fixedly arranged between a lining structure and surrounding rock and are distributed along the axial direction of the tunnel; the radial protection ring comprises a plurality of radial buffer energy consumption layers which are sequentially sleeved along the radial direction of the tunnel; and the axial protection ring comprises a plurality of axial buffer energy consumption layers which are sequentially and fixedly connected along the axial direction of the tunnel.
-
公开(公告)号：US11371921B1
公开(公告)日：2022-06-28
申请号：US17533876
申请日：2021-11-23
发明人： Bowen Zheng , Shengwen Qi , Songfeng Guo , Xiaolin Huang , Ning Liang , Guangming Luo , Yu Zou , Shuaihua Song , Zhendong Cui , Lei Xue , Guoliang Li , Tianming Huang , Yiman Li , Yanhui Dong , Liheng Wang , Guiyang Ren , Qingze Hao , Libo Jiang , Xin Wang , Wenjiao Xiao
摘要： A clamp and a shear test device are provided, and relate to the technical field of rock mass mechanics tests. The clamp comprises a box body, wherein an opening is formed in one side of the box body, two clamping structures are oppositely arranged in the box body, a sample is arranged between the two clamping structures, each clamping structure comprises an adjusting mechanism, and a distance between the two clamping structures is adjusted through adjusting mechanisms of the two clamping structures. According to the clamp, real-time dynamic adjustment is conveniently and rapidly achieved, the stability of sample clamping is ensured, and therefore the requirement that the shear load can be truly and effectively transmitted to the sample through the box body is met.
-
3.发明授权公开(公告)号：US12117370B1
公开(公告)日：2024-10-15
申请号：US18739342
申请日：2024-06-11
发明人： Yu Zou , Chunling Liu , Guangming Luo , Shengwen Qi , Songfeng Guo , Bowen Zheng , Yongchao Li
CPC分类号： G01M5/00 , G01N3/08 , G01N2203/0246
摘要： A physical simulation test system for studying a tunnel structure under active fault movements includes: a simulation box, a loading frame, a first loading mechanism, a second loading mechanism and a third loading mechanism. The simulation box is a hollow and open box structure including a first box and a second box that can slide relative to each other. The loading frame includes a crossbeam, a first bracket, a second bracket, and a third bracket. The simulation box is located below the crossbeam, between the first bracket and the second bracket, and in front of the third bracket. The first loading mechanism is disposed on the first bracket, the second loading mechanism is located below the first box, and the third loading mechanism is disposed on the third bracket. The three loading mechanisms are configured to provide loading forces in three different directions to the first box.
-
公开(公告)号：US20220010681A1
公开(公告)日：2022-01-13
申请号：US17167363
申请日：2021-02-04
发明人： Songfeng Guo , Shengwen Qi , Shishu Zhang , Xingdong Ma , Guoqing Yuan , Xiuhua Wang , Bowen Zheng , Yu Zou , Xiaolin Huang , Ning Liang , Hang Li , Yubo Liu , Jianxian He , Xianglong Yao , Daping Tai , Guangming Luo
IPC分类号： E21D21/00
摘要： The present invention discloses a type of energy-absorbing rock bolt device with umbrella-shaped structure, which consists of a body of bolt, and one end of the said body of bolt is equipped with a preloaded system, as well as the other end of the said body of bolt is equipped with the first support system, in addition, the said body of bolt is equipped with several second support systems, and the said second support system is located between the said preloaded system and the said first support system; meanwhile, the said second support system consists of the first umbrella-shaped support system and the second umbrella support system.
-
5.发明授权公开(公告)号：US11215543B1
公开(公告)日：2022-01-04
申请号：US17361332
申请日：2021-06-29
发明人： Shengwen Qi , Bowen Zheng , Xiaolin Huang , Songfeng Guo , Ning Liang , Yu Zou , Guangming Luo , Luqing Zhang , Haijun Zhao , Lei Xue , Zhiqing Li , Jie Guo , Libo Jiang , Xin Wang
IPC分类号： G01N3/24 , G01N3/06 , G01N23/046 , G01N23/06 , G01N33/24
摘要： A rock mass shear test system for high-energy accelerator computed tomography (CT) scanning includes double horizontal loading devices, a first bearing device for bearing a static shear box, a second bearing device for bearing a dynamic shear box, and a normal loading device, etc. In the test, the double horizontal loading devices simultaneously apply an identical loading force to the rock mass, and the normal loading device applies a shear force to the rock mass. The double horizontal loading devices are provided in parallel and spaced apart, a loading force is applied in the horizontal direction, and a shear force is applied in the vertical direction, so that the loading cylinder and the rock mass sample are effectively prevented from interfering with each other during the accurate scanning process of the shearing progressive failure process of the rock mass.
-
公开(公告)号：US11085859B1
公开(公告)日：2021-08-10
申请号：US17226116
申请日：2021-04-09
发明人： Yu Zou , Guangming Luo , Bowen Zheng , Shengwen Qi , Hui Zhou , Manchao He
摘要： An experimental system for simulating the effect of a fault stick-slip displacement on a tunnel engineering includes a model box system and a stick-slip loading system. The model box system is configured to simulate an interaction between two walls of a fault. The stick-slip loading system includes a first loading assembly, a second loading assembly and a bearing assembly. The first loading assembly includes a first loading device, and a first sample frame configured to place a main loading rock mass sample. The bearing assembly is arranged on two sides of the first sample frame. Sub-loading rock mass samples borne by the bearing assembly are configured to abut against the main loading rock mass sample under the action of the second loading assembly. A method for simulating the effect of a fault stick-slip displacement on a tunnel engineering based on the above system is further provided.
-
公开(公告)号：US11655595B1
公开(公告)日：2023-05-23
申请号：US17894346
申请日：2022-08-24
发明人： Songfeng Guo , Shengwen Qi , Manchao He , Hui Zhou , Yu Zou , Zhiqing Li , Lihui Li , Bowen Zheng , Jinxuan Li , Guangming Luo , Fengjiao Tang , Weiluan Wen
IPC分类号： E01B9/66
CPC分类号： E01B9/66
摘要： An adjustable device for railway to cross active faults is provided to fix a rail and a sleeper, including: a fastener mounting base, disposed between the rail and sleeper; clamping pipes, disposed between the fastener mounting base and the sleeper, the sleeper is provided with a through groove, and the clamping pipes are detachably fixed inside the through groove; control parts, disposed on an inner wall of the clamping pipes, each of the control parts is configured to detect lateral pressures between the fastener mounting base and corresponding one of the clamping pipes, thereby to separate the corresponding one of the clamping pipes from the through groove, the device ensures that the rail will not produce bending deformations after the lateral dislocation of the bottom layer during earthquake events, and ensure that a train or rail repair vehicle can pass at a low speed after earthquake.
-
8.发明授权公开(公告)号：US11333590B1
公开(公告)日：2022-05-17
申请号：US17588216
申请日：2022-01-29
发明人： Guangming Luo , Shengwen Qi , Bowen Zheng , Yu Zou , Manchao He , Hui Zhou , Xiaolin Huang , Songfeng Guo , Ning Liang
摘要： An experimental system for simulating creep and stick-slip dislocations of a fault in a tunnel structure includes a box structure, a supporting device and a fault dislocation loading system. A friction effect layer, a first surrounding rock layer, a tunnel structure model, a second surrounding rock layer and an overburden pressure layer are sequentially arranged in the box structure from bottom to top. The bottom of the box structure is provided with a through hole. A plate assembly is provided on the through hole, and includes a first guide plate, a second guide plate and a loading plate. Inner sides of the first guide plate and the second guide plate are respectively provided with a first slide rail and a second slide rail. The loading plate moves along the first slide rail and the second slide rail under the action of the fault dislocation loading system.
-
公开(公告)号：US11047782B1
公开(公告)日：2021-06-29
申请号：US17185972
申请日：2021-02-26
发明人： Bowen Zheng , Shengwen Qi , Qian Sheng , Xiaolin Huang , Ning Liang , Songfeng Guo , Guangming Luo , Chonglang Wang , Wenjiao Xiao
摘要： A test apparatus for simulating a seismic dynamic response of an underground cavern includes a loading frame, an overlying model and an underlying model of the underground cavern, a static loading device, a dynamic loading device and a measuring device. A vertical load and a horizontal load are separately applied by the static loading device to the overlying model to simulate real vertical and horizontal in-situ stresses of the in-situ underground cavern. A seismic dynamic load is applied by the dynamic loading device to the underlying model, and then acts on the overlying model to simulate a real seismic ground motion on the in-situ underground cavern. In this way, the present invention satisfies simulation requirements for the seismic dynamic response of the underground cavern to implement a high-fidelity simulation on the underground cavern through unified loading of the in-situ stress static load and the seismic dynamic load.
-
公开(公告)号：US11536864B1
公开(公告)日：2022-12-27
申请号：US17855697
申请日：2022-06-30
发明人： Yu Zou , Songfeng Guo , Shengwen Qi , Xiaolin Huang , Bowen Zheng
摘要： A method for establishing a geostress field distribution of slopes in canyon areas includes: obtaining a persistence ratio of a fracture surface based on a structural plane trace length and a rock bridge length of the fracture surface, and then obtaining a fracture stage of a crack according to progressive failure characteristics of rock mass, combining a character of the fracture surface to obtain magnitude and direction of a maximum principal stress, and establishing the geostress field distribution. The method is simple to operate, does not need to carry out geostress testing, does not need a large amount of manpower and material resources, does not need redundant fund investment, and can simply and effectively obtain geostress field data. Moreover, combining with the geostress field inversion technology, a large-scale geostress field distribution condition can be obtained, which can provide a basis for engineering site selection and engineering rock mass stability determination.
-
-
-
-
-
-
-
-
-
搜索结果
11 条记录 (耗时 0.02 秒)
