IP Library Granted Patent US 7,313,506
Granted Patent B2
US 7,313,506 · App. 10/884,679 · Granted Dec 25, 2007

Advanced applications for 3-D autoscanning LIDAR system

Assignee: Leica Geosystems HDS, Inc.
View Patent ↗
Loading inventors, assignments & file history…
Monitor This Case
Get email alerts when status or documents change.
Order Certified Copies
Most orders are placed with the USPTO same day — all within 24 business hours.
Order via The Patent Place →
Pre-filled with this patent's details
Quick Facts
Patent No.
US 7,313,506
App. No.
10/884,679
Granted
Dec 25, 2007
Kind
B2
Abstract

A laser scanning system can be used in construction projects to generate a field survey. An architect or engineer can use the field survey to create construction drawings. In addition, relevant points from the construction drawings can be identified at the construction site with the scanning system. Further, earth moving equipment can be controlled using the same information. The laser scanning system can be used to determine if two parts can be mated together by scanning and comparing the parts that are to be mated. The laser scanning system can further be used to determine if an object can be moved through an opening in a structure by comparing scan points of the structure with scan points from the object. The laser scanning system can be used to identify objects within the site, to build databases that have relevant information about the objects, and to guide reproducing machines.

Claims (39)

1. A method for visibly identifying a position at a construction site of a user selected specific location of interest within a three-dimensional model of a structure to be constructed at that site, the method comprising the steps of:

scanning a site with a laser scanner to create a field survey, the field survey having a number of scan points;

designing a three-dimensional model of the structure to be constructed at the site using the scan points from the field survey of the site, the three-dimensional model of the structure having a number of defined points that are positionally related to the scan points in the field survey;

rescanning the site with the laser scanner to obtain rescan data, the rescan data corresponding to at least a portion of the number of the original scan points;

registering the rescan data with the defined points from the three-dimensional model of the structure in order to form registered data of the structure to be constructed; and thereafter

illuminating a position at the site with a visible laser beam from the laser scanner that corresponds with a user selected specific location of interest within the three-dimensional model of the structure.

2. A method according to claim 1 , further comprising:

displaying the registered data to a user; and

allowing the user to select a location of interest from the displayed data.

3. A method according to claim 1 , further comprising:

marking the position corresponding to the location of interest whereby the marked position can be used in the construction of the structure.

4. A method according to claim 1 , further comprising:

determining an amount of material to be added or removed from the site before construction using the registered data; and

illuminating a position at the site with a laser beam from the laser scanner that corresponds with the material to be added or removed.

5. A method according to claim 1 , further comprising:

illuminating the site with a laser beam from the laser scanner in order to trace out key features of the structure to be constructed.

6. A method according to claim 1 , wherein:

the position is illuminated by illuminating a device positioned above the surface of the site.

7. A method according to claim 6 , wherein:

the device reflects the laser beam back to the laser scanner, whereby the laser scanner indicates direction to reach the location of interest.

8. A method for monitoring construction of a structure at a site, comprising the steps of:

scanning a site with a laser scanner to create a field survey, the field survey having a number of scan points;

designing a three-dimensional model of the structure to be constructed at the site using the scan points from the field survey of the site, the three-dimensional model of the structure having a number of defined points that are positionally related to the scan points in the field survey;

rescanning the site with the laser scanner to obtain rescan data, the rescan data corresponding to at least a portion of the number of the original scan points;

registering the rescan data with the defined points from the three-dimensional model of the structure in order to form registered data of the structure to be constructed; and thereafter

illuminating the site with a visible laser beam from the laser scanner in order to trace out key features of the structure as the structure is being constructed in order to determine variations between the structure and the three-dimensional model of the structure during construction.

9. A method according to claim 8 , further comprising:

marking on the structure any deviations between the structure being constructed and the three-dimensional model of the structure.

10. A method according to claim 8 , further comprising:

displaying the registered data to a user; and

allowing the user to select a location of interest from the displayed data; and

illuminating a position at the site with a laser beam from the laser scanner that corresponds with the location of interest.

11. A method according to claim 10 , further comprising:

marking the position corresponding to the location of interest whereby the marked position can be used in the construction of the structure.

12. A method according to claim 8 , further comprising:

using the registered data to determine an amount of material to be added or removed from one of the site and the structure during construction; and

illuminating a position at the site with a laser beam from the laser scanner that corresponds with the material to be added or removed.

13. A method according to claim 8 , further comprising:

rescanning the structure after completion of construction in order to generate a three-dimensional model of the as-built structure.

Assignments (7)
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Jul 15, 2008
From: LEICA GEOSYSTEMS HDS, LLC
To: LEICA GEOSYSTEMS AG
Reel/Frame 021230/0813 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Apr 15, 2008
From: THEWALT, CHRISTOPHER ROBIN
To: LEICA GEOSYSTEMS HDS, INC.
Reel/Frame 020794/0812 →
CHANGE OF NAME Recorded Apr 15, 2008
From: LEICA GEOSYSTEMS HDS, INC.
To: LEICA GEOSYSTEMS HDS LLC
Reel/Frame 020794/0828 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Apr 15, 2008
From: KACYRA, BEN K.; DIMSDALE, JERRY
To: CYRA TECHNOLOGIES, INC.
Reel/Frame 020794/0803 →
CHANGE OF NAME Recorded Apr 15, 2008
From: CYRA TECHNOLOGIES, INC.
To: LEICA GEOSYSTEMS HDS, INC.
Reel/Frame 020808/0073 →
CHANGE OF NAME Recorded Aug 11, 2006
From: LEICA GEOSYSTEMS HDS, INC.
To: LEICA GEOSYSTEMS HDS LLC
Reel/Frame 018173/0943 →
CHANGE OF NAME Recorded Aug 11, 2006
From: CYRA TECHNOLOGIES, INC.
To: LEICA GEOSYSTEMS HDS, INC.
Reel/Frame 018173/0992 →
Continuity (4)
Continuation 1032031000 · Dec 16, 2002
Division 0961543900 · Jul 13, 2000
Provisional Application 6014369500 · Jul 14, 1999
Related Publication 20040252288A1 · Dec 16, 2004