公开(公告)号：US11609168B2

公开(公告)日：2023-03-21

申请号：US17430081

申请日：2020-10-14

Applicant: SHANDONG UNIVERSITY

Inventor： Bin Liu ,  Ruirui Wang ,  Boyang Gao ,  Xu Guo ,  Yaxu Wang ,  Guangzu Zhao ,  Yan Zhu ,  Bin Wang

IPC: G01N3/56 ,  B25J19/02 ,  G01B11/24 ,  G01N3/06 ,  G01N3/10 ,  G01N33/24 ,  G01N35/00 ,  B25J9/16

Abstract: An automatic test system and method for mechanical parameters of surrounding rock applicable to a TBM. The system includes: an aggregate portion collecting a rock slag in a TBM tunneling process in real time; a gripping portion gripping any rock slag from obtained rock slags; a visual processing apparatus performing three-dimensional imaging for a rock slag under test in an infrared ranging manner; calculating positions of loading points for an abrasiveness test experiment, and determining, based on a spacing between loading points, whether rock slag under test meets a requirement; and determining actual positions of loading points if the rock slag under test meets the requirement, and determining a region, on a surface of rock slag, that meets a set condition as an action region for abrasiveness test experiment; and a rock abrasiveness test apparatus automatically performing an abrasiveness test for a rock slag under test that meets a requirement.

公开(公告)号：US11555912B2

公开(公告)日：2023-01-17

申请号：US16625211

申请日：2019-04-29

Applicant: SHANDONG UNIVERSITY

Inventor： Bin Liu ,  Yao Li ,  Fengkai Zhang ,  Lichao Nie ,  Jing Wang ,  Zhengfang Wang ,  Zhengyu Liu ,  Xinji Xu

IPC: G01S13/86 ,  B62D57/024 ,  G01B11/16 ,  G01D21/02 ,  G01M5/00 ,  G05D1/02

Abstract: An automatic wall climbing type radar photoelectric robot system for damages of a bridge and tunnel structure, mainly including a control terminal, a wall climbing robot and a server. The wall climbing robot generates a reverse thrust by rotor systems, moves flexibly against the surface of a rough bridge and tunnel structure by adopting an omnidirectional wheel technology, and during inspection by the wall climbing robot, bridges and tunnels do not need to be closed, and the traffic is not affected. Bridges and tunnels can divide into different working regions only by arranging a plurality of UWB base stations, charging and data receiving devices on the bridge and tunnel structure by means of UWB localization, laser SLAM and IMU navigation technologies, a plurality of wall climbing robots supported to work at the same time, automatic path planning and automatic obstacle avoidance realized, and unattended regular automatic patrolling can be realized.

公开(公告)号：US11828894B2

公开(公告)日：2023-11-28

申请号：US18031289

申请日：2021-12-14

Applicant: SHANDONG UNIVERSITY

Inventor： Bin Liu ,  Yuxiao Ren ,  Peng Jiang ,  Senlin Yang ,  Qingyang Wang ,  Xinji Xu ,  Duo Li

IPC: G01V1/30

CPC classification number: G01V1/303 ,  G01V2210/6222 ,  G01V2210/66

Abstract: A multi-scale unsupervised seismic velocity inversion method based on an autoencoder for observation data. Large-scale information is extracted by the autoencoder, which is used for guiding an inversion network to complete the recovery of different-scale features in a velocity model, thereby reducing the non-linearity degree of inversion. A trained encoder part is embedded into the network to complete the extraction of seismic observation data information at the front end, so it can better analyze the information contained in seismic data, the mapping relationship between the data and velocity model is established better, then the inversion method is unsupervised, and location codes are added to the observation data to assist the network in perceiving the layout form of an observation system, which facilitates practical engineering application. Thus a relatively accurate inversion result of the seismic velocity model when no real geological model serves as a network training label can be achieved.

公开(公告)号：US11630042B2

公开(公告)日：2023-04-18

申请号：US17642299

申请日：2020-07-13

Applicant: SHANDONG UNIVERSITY

Inventor： Bin Liu ,  Bo Zhang ,  Hongtao Zhu ,  Mengmeng Hu ,  Biao Li ,  Hanpeng Wang ,  Chunjin Lin

IPC: G01N3/56 ,  G01N3/58 ,  G01N33/24

Abstract: A horizontal jet-mechanical combined rock breaking test device and method. The device includes a horizontal base. One end of the horizontal base is provided with a multi-mode cutter head. A jet-mechanical combined cutter is provided on the multi-mode cutter head. The other end of the horizontal base is provided with a surrounding rock stress simulation bin for loading a rock sample. The multi-mode cutter head is connected to a driving mechanism, and the multi-mode cutter head is configured to advance and rotate horizontally along the horizontal base under the action of the driving mechanism, so that the jet-mechanical combined cutter is capable of acting on the rock sample.

公开(公告)号：US09989671B2

公开(公告)日：2018-06-05

申请号：US14397547

申请日：2014-01-26

Applicant: SHANDONG UNIVERSITY

Inventor： Shucai Li ,  Bin Liu ,  Lichao Nie ,  Lei Xu ,  Xiangxue Ma ,  Chuanwu Wang ,  Zhengyu Liu ,  Jie Song ,  Huaifeng Sun ,  Xinji Xu ,  Yao Li

IPC: G01V99/00 ,  G01V11/00 ,  G01V1/30 ,  G01V3/165 ,  G01V3/17

CPC classification number: G01V99/005 ,  G01V1/30 ,  G01V3/165 ,  G01V3/17 ,  G01V11/00

Abstract: The present invention presents a tunnel construction large-scale integrated geophysical advanced detection model test device. The model test device includes a tunnel surrounding rock, a main tunnel model, a model test case, a water-containing geological structure device, a numerical control automated construction device and a main control chamber. The model test device is a large-scale integrated geophysical advanced detection model test device meeting the detection using a seismic wave method, an electromagnetic method and a direct-current electric method. By using the geophysical advanced detection model test device, the geophysical response features of the water-containing geological structure device in front of a tunnel face may be studied, multiple geophysical advanced detection forward and inversion methods for the water-containing geological structure device are verified, and the relationship between some geophysical detection method results and water burst quantity is studied, for the advanced prediction and water burst quantity prediction in actual engineering.

公开(公告)号：US09256003B2

公开(公告)日：2016-02-09

申请号：US14235332

申请日：2013-01-17

Applicant: SHANDONG UNIVERSITY

Inventor： Shucai Li ,  Bin Liu ,  Lichao Nie ,  Qingmei Sui ,  Jie Song ,  Tingyu Hao ,  Yuqiang Cao ,  Faye Zhang ,  Jing Wang ,  Zhengyu Liu ,  Huaifeng Sun

IPC: G01V3/06 ,  G01V3/24 ,  G01V3/08 ,  G01V3/04 ,  E21B49/08

CPC classification number: G01V3/083 ,  E21B49/08 ,  G01V3/04

Abstract: The invention discloses three-dimensional focusing induced polarization equipment for advance geological prediction of a water inrush disaster source in underground engineering, comprising a constant-current multiplex transmitter, an intelligent multichannel receiver, an automatic multi-electrode switch, an industrial personal computer, an observation electrode array and shielding electrodes, wherein electrodes in the observation electrode array are respectively used as a source electrode and observation electrodes; the industrial personal computer controls the constant-current multiplex transmitter to transmit currents of the same polarity to the shielding electrodes and the source electrode, so that the currents of the source electrodes are nearly directed straight ahead of a driving face under the action of the shielding electrodes; the observation electrodes are used for scanning data acquisition, and the data are fed back to the industrial personal computer through the intelligent multi-channel receiver; and the industrial personal computer controls the automatic multi-electrode switch to change the source electrode.

Abstract translation: 本发明公开了一种用于地下工程中水冲击灾害源的预测地质预测的三维聚焦诱导极化装置，包括恒流多路发射器，智能多通道接收器，自动多电极开关，工业个人计算机， 观察电极阵列和屏蔽电极，其中观察电极阵列中的电极分别用作源电极和观察电极; 工业个人计算机控制恒流多路复用发射机，将相同极性的电流传输到屏蔽电极和源电极，使得源电极的电流在屏蔽作用下几乎直接位于驱动面前方 电极 观察电极用于扫描数据采集，数据通过智能多通道接收机反馈给工业个人计算机; 并且工业个人计算机控制自动多电极开关来改变源电极。

公开(公告)号：US20150233242A1

公开(公告)日：2015-08-20

申请号：US14404339

申请日：2014-01-26

Applicant: SHANDONG UNIVERSITY

Inventor： Shucai Li ,  Bin Liu ,  Lichao Nie ,  Yao Li ,  Xiangxue Ma ,  Jie Song ,  Zhengyu Liu ,  Huaifeng Sun ,  Chuanwu Wang ,  Xinji Xu ,  Lei Xu

IPC: E21D9/00 ,  G01V1/28 ,  G01S13/88

CPC classification number: E21D9/003 ,  G01S13/885 ,  G01V1/288 ,  G01V11/00

Abstract: The present invention presents a comprehensive advanced geological detection system carried on a tunnel boring machine. The comprehensive advanced geological detection system includes a multifunctional combination main frame, an induced polarization detection device, a seismic wave detection device, an integrated junction device, a borehole ground penetrating radar detection device and a comprehensive interpretation and decision system; the multifunctional combination main frame includes a time division multiplexing control module, an excitation source control module and a parallel data acquisition module; the excitation source control module outputs trigger signals to the three detection devices respectively, and the three detection devices respectively output measurement data and feedback signals to the time division multiplexing control module through the parallel data acquisition module; and the comprehensive interpretation and decision system supports geological interpretations and decisions through the inversion/migration imaging joint inversion of three detection methods.

Abstract translation: 本发明提出了一种在隧道掘进机上进行的综合先进的地质检测系统。 综合先进的地质检测系统包括多功能组合主框架，感应极化检测装置，地震波检测装置，集成接合装置，钻孔穿透雷达检测装置和综合解释和决策系统; 多功能组合主框架包括时分复用控制模块，激励源控制模块和并行数据采集模块; 励磁源控制模块分别向三个检测装置输出触发信号，三个检测装置通过并行数据采集模块分别将测量数据和反馈信号输出到时分复用控制模块; 综合解释和决策系统通过三种检测方法的反演/迁移成像联合反演来支持地质解释和决策。

公开(公告)号：US20140333308A1

公开(公告)日：2014-11-13

申请号：US14235307

申请日：2013-01-17

Applicant: SHANDONG UNIVERSITY

Inventor： Shucai Li ,  Bin Liu ,  Zhengyu Liu ,  Lichao Nie ,  Chao Song ,  Huaifeng Sun ,  Chunjin Lin ,  Chuanwu Wang ,  Xinji Xu ,  Lei Xu ,  Tingyu Hao ,  Hao Zhou

IPC: G01V3/20 ,  G01V3/38

CPC classification number: G01V3/18 ,  E21B47/01 ,  E21D1/00 ,  E21D9/003 ,  E21D9/1093

Abstract: Disclosed is an advanced detector system and method using a forward three-dimensional induced polarization method for a TBM (Tunnel Boring Machine) construction tunnel. A narrow detection space of a full-face excavated tunnel is fully used, a controller controls doors of a source and measuring electrode compartment and a shielding electrode compartment to open and controls a corresponding hydraulic delivery device to automatically and quickly arrange a source electrode system, a measuring electrode system and a shielding electrode system. Under the action of a shielding current system, tomography detection supply current is directed ahead of the working face. Three-dimensional geologic information can be obtained, and the relationship between an induced polarization half-decay time difference and a water quantity can be used to quantitatively forecast the water quantity of a water-bearing body, and meanwhile, the half-decay time difference parameter has a high capacity of distinguishing free water from bound water.

Abstract translation: 公开了一种使用TBM（隧道镗孔机）施工隧道的前向三维诱导极化方法的先进的检测器系统和方法。 充分利用全面挖掘隧道的狭窄检测空间，控制器控制源和测量电极室的门和屏蔽电极室，以打开和控制相应的液压输送装置，以自动且快速地布置源电极系统， 测量电极系统和屏蔽电极系统。 在屏蔽电流系统的作用下，断层扫描检测电源电流在工作面前方。 可以获得三维地质信息，并且可以使用诱导极化半衰期时间差与水量之间的关系来定量预测含水体的水量，同时，半衰期时间差 参数具有较高的区别自由水和结合水的能力。