Home > Other Tech. > Non-Intrusive Site Scanning with LIDAR (Light Radar) System
Non-Intrusive Site Scanning with LIDAR (Light Radar) System
Actual lidar scan : This image provides an example of the dense clutter to be expected at an everyday construction site
The volumes are computed by multiplying the projected are of the triangle by the average of the height of the prism and then summing up the volumes for all the prisms.
Automatically generated cut/fill map created by operating on the 3D terrain model of above figure. Negative numbers represent fill requirements (in m) while positive contours represent cut requirements.
The Need
Recent studies by the Construction Industry Institute have indicated that for a typical $100 million construction project, between $500,000 and $1million is spent on keeping track of where things are on the site and monitoring the status of construction activity. This indicates that the timely knowledge of project status -- where things are, what has been done, what needs to be done -- is the single most important issue facing construction managers today. But the measurement is required in a construction quicker and cheaper than current practice and should be done without impacting existing operations. Actual lidar scan : This image provides an example of the dense clutter to be expected at an everyday construction site. With research managed by National Institute of Standards and Technology, this can be done by developing techniques for real-time assessment and documentation in terms of 3D as-built models of the constructions such as as-is condition of hazardous environment where human intervention would be impossible.
The Technology
Tracking the state of components at construction sites that are of an amorphous nature such as terrain is currently done by surveying. This can be costly and time-consuming. The emergence of scanning lasers has made real-time updates and earthwork calculations of the construction site a viable technique. The gathering of data is non-intrusive and will not impede the construction progress.The scanned data are imported using the import module.
A file is then opened containing x, y, and z data values and stored as a 2-vector (x, y position) location and a scalar value (z). Modules construct, regrid and rubbersheet are the primary modules. Construct defines the mesh size and origin. Regrid maps the scattered points onto a grid. The module allows for the specification of the number of nearest points to the grid point to be used to calculate the average data value for that grid point. A radius may also be defined within which the nearest neighbors can be found. The Module rubbersheet deforms the surface based on the data values (z-values) of the surface.
The Benefits
- Real-time assessment of construction progress;
- Remote monitoring of construction by design engineers, project manager, architect, etc.;
- Early detection of error in construction procedure resulting in cost savings;
- Obtaining as-built models of structure;
- Improved project planning and documentation.
Status
In the past several months, NIST has shown that the scanning technology is a viable technique. Calculation of cut/fill requirements can be done semi-automatically and 3D graphical representations of the terrain can be done using commercially available software. Currently, registration of point clouds is done manually. Automatic registration will be further developed in the upcoming years.
Barriers
- Single location scan not sufficient to capture the scene fully. Scans obtained from several locations are needed to eliminate occluded objects and features. Automatic registration and a mobile platform have to be developed.
- Object recognition from point cloud data is needed so that the object may be removed if necessary or replaced with a more accurate and basic/simple 3D object.
- Real-time update and accurate scanning lasers (millimeter level accuracy) are not currently achievable based on current scanning technology.
- Resistance by construction industry to utilize "new" technology until it has been proven to be reliable and results in cost-savings.
Points of Contact
- Geraldine S. Cheok, Research Structural Engineer, National Institute of Standards and Technology, Phone: (301) 975-6074, FAX: (301) 869-6275, E-Mail:cheok@nist.gov
- William C. Stone, Leader, Construction Metrology and Automation Group, National Institute of Standards and Technology, Phone: (301) 975-6075, FAX: (301) 869-6275, E-Mail:william.stone@nist.gov
Refrences
- National Institute of Standards and Technology, Gaithersburg, MD http://www.nist.org
- Geraldine S. Cheok and William C. Stone, Non-Intrusive Scanning Technology for Construction Assessment, Construction Metrology & Automation Group, National Institute of Standards and Technology.
Disclaimer Statement
Neither the Construction Industry Institute nor Purdue University in any way endorses this technology or represents that the information presented can be relied upon without further investigation.