A method for the positionally correct capture of exposed infrastructure elements arranged underground, in an open excavation, by means of a mobile capture apparatus including: by a 3D reconstruction device, image data and/or depth data of a scene containing at least one exposed infrastructure element arranged underground are captured and a 3D point cloud having a plurality of points is generated on the basis of these image data and/or depth data; by of one or more receivers, signals of one or more global navigation satellite systems are received and a first position indication of the position of the capture apparatus in a global reference system is determined; and a plurality of second position indications of the position of the capture apparatus in a local reference system and a plurality of orientation indications of the orientation of the capture apparatus in the respective local reference system are determined.

A method for the positionally correct capture of exposed infrastructure elements arranged underground, in an open excavation, by means of a mobile capture apparatus including: by a 3D reconstruction device, image data and/or depth data of a scene containing at least one exposed infrastructure element arranged underground are captured and a 3D point cloud having a plurality of points is generated on the basis of these image data and/or depth data; by of one or more receivers, signals of one or more global navigation satellite systems are received and a first position indication of the position of the capture apparatus in a global reference system is determined; and a plurality of second position indications of the position of the capture apparatus in a local reference system and a plurality of orientation indications of the orientation of the capture apparatus in the respective local reference system are determined.

Described herein are new methods and systems for profiling tunnels. A method comprises moving a shuttle within a shuttle track extending between a boring apparatus (inside a tunnel) and a base station (outside the tunnel). The shuttle is equipped with a movement sensor, which records various movement parameters (e.g., linear and/or angular accelerations) while the shuttle moves within the shuttle track. These movement parameters are then transferred to a tunnel profiler (e.g., a base station) and the profile of the tunnel is determined based on these movement parameters. For example, a shuttle track can be a flexible tube (e.g., continuous or segmented) with the shuttle positioned within the tube. The shuttle can be removed from the tube or remain in the tube while the movement parameters are transferred and, in some examples, while the shuttle is recharged.

An inspection device for subway tunnel based on three-dimensional laser scanning includes a three-dimensional laser scanner, an adaptive structure of a track trolley, a power control module for the track trolley, a photoelectric sensor and a body of the track trolley. The power control module is arranged on the body. A support rod is vertically arranged on the power control module, and the three-dimensional laser scanner is mounted at a top of the support rod. The adaptive structure is symmetrically arranged at two sides of the body of the track trolley, and the photoelectric sensor is arranged in the body of the track trolley. The inspection device is designed to be modular, which is convenient to carry and repair, and easy to mount. In addition, the inspection device has low labor cost due to less manual intervention, and the inspection efficiency can be improved.

An inspection device for subway tunnel based on three-dimensional laser scanning includes a three-dimensional laser scanner, an adaptive structure of a track trolley, a power control module for the track trolley, a photoelectric sensor and a body of the track trolley. The power control module is arranged on the body. A support rod is vertically arranged on the power control module, and the three-dimensional laser scanner is mounted at a top of the support rod. The adaptive structure is symmetrically arranged at two sides of the body of the track trolley, and the photoelectric sensor is arranged in the body of the track trolley. The inspection device is designed to be modular, which is convenient to carry and repair, and easy to mount. In addition, the inspection device has low labor cost due to less manual intervention, and the inspection efficiency can be improved.

An apparatus, system and/or method for making observations down a wellbore are provided. The wellbore observation system may comprise a mandrel that can be run downhole, and telescoping tracks can be utilized to move a camera and semi-conforming inflatable bladder out of the mandrel and into the wellbore. Once the bladder is inflated, it displaces high turbidity fluid in the wellbore to allow the camera to move about a track and observe the wellbore unobstructed. An alternative embodiment allows the mandrel and telescoping tracks to be utilized with other tools to perform cleaning, fishing, diagnostic, and analytic operations.

An apparatus, system and/or method for making observations down a wellbore are provided. The wellbore observation system may comprise a mandrel that can be run downhole, and telescoping tracks can be utilized to move a camera and semi-conforming inflatable bladder out of the mandrel and into the wellbore. Once the bladder is inflated, it displaces high turbidity fluid in the wellbore to allow the camera to move about a track and observe the wellbore unobstructed. An alternative embodiment allows the mandrel and telescoping tracks to be utilized with other tools to perform cleaning, fishing, diagnostic, and analytic operations.

A point cloud of a tunnel is obtained. A cylinder is fitted using the point cloud of the tunnel. A central axis of the tunnel is extracted. A section of the tunnel is intercepted based on the central axis of the tunnel. Point cloud subsets of two rails are extracted. A base line of a contour of the tunnel clearance is constructed. A center of the section of the tunnel is extracted. A point cloud of the section of the tunnel is registered with a point cloud of the tunnel clearance based on a constraint condition. The point cloud of the section of the tunnel and the point cloud of the tunnel clearance which are registered with each other are analyzed to determine whether the tunnel clearance is intruded.

A point cloud of a tunnel is obtained. A cylinder is fitted using the point cloud of the tunnel. A central axis of the tunnel is extracted. A section of the tunnel is intercepted based on the central axis of the tunnel. Point cloud subsets of two rails are extracted. A base line of a contour of the tunnel clearance is constructed. A center of the section of the tunnel is extracted. A point cloud of the section of the tunnel is registered with a point cloud of the tunnel clearance based on a constraint condition. The point cloud of the section of the tunnel and the point cloud of the tunnel clearance which are registered with each other are analyzed to determine whether the tunnel clearance is intruded.

The interior of a first measurement surface and the interior of a second measurement surface traveling together with a measuring vehicle are scanned to acquire first measurement coordinate points and second measurement coordinate points, respectively. A first comparison point cloud representing a comparison part on a surface of a structure is extracted from the first measurement coordinate points. A second comparison point cloud representing a comparison part on the surface of the structure is extracted from the second measurement coordinate points. A difference between the first comparison point cloud and the second comparison point cloud corresponding to measurement of a common comparison part on the surface of the structure is calculated. Error having time dependence included in the first measurement coordinate points and the second measurement coordinate points is calculated on the basis of the calculated difference. The measurement coordinate points are corrected on the basis of the calculated error.