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：US09551639B2

公开(公告)日：2017-01-24

申请号：US14780848

申请日：2013-12-02

Applicant: SHANDONG UNIVERSITY

Inventor： Shucai Li ,  Liping Li ,  Hongliang Liu ,  Qinghan Wang ,  Shaoshuai Shi ,  Qianqing Zhang ,  Zhenhao Xu ,  Zongqing Zhou ,  Jing Wang ,  Cong Hu

IPC: G01N3/08

CPC classification number: G01N3/08 ,  G01N2203/0071 ,  G01N2203/0256

Abstract: Device and method for measuring true triaxial creep of a geotechnical engineering test block, including a supporting structure; the device includes four confining pressure-plates and upper-and-lower compression-plates forming an enclosed cavity for the test block; confining pressure-plates include two long confining pressure-plates and two short-confining pressure-plates, upper-and-lower compression-plates are rectangular top and bottom steel-plates, two L-shaped long confining pressure-plates bent towards the outer side lapped on two adjacent side faces of the bottom steel-plate, two L-shaped short-confining pressure-plates bent towards the outer side lapped on remaining two-side faces of the bottom steel-plate, and bottom ends of the short-confining pressure-plates are placed on the bottom steel-plate; top ends of long confining pressure-plates lapped on the top steel-plate, and top steel-plate leans against inner side faces of two short-confining pressure-plates; vertically pressure sensors corresponds to four confining pressure-plates and upper-and-lower compression-plates in the supporting structure, and grating shortrulers on pressure sensors.

Abstract translation: 用于测量岩土工程试块的真实三轴蠕变的装置和方法，包括支撑结构; 该装置包括形成用于测试块的封闭空腔的四个围压压板和上下压缩板; 围压板包括两个长约束压板和两个短围压板，上下压板为矩形顶板和底钢板，两个L形长围压板朝向外侧弯曲 在底部钢板的两个相邻侧面上搭接的两个L形的短围压板相对于底板钢的剩余的两个侧面上的外侧弯曲， 围压压板放置在底钢板上; 在顶部钢板上堆叠的长围压板的顶端，顶部钢板抵靠两个短围压板的内侧面; 垂直压力传感器对应于支撑结构中的四个围压压板和上下压缩板，以及压力传感器上的光栅短路。