Determining a crane tilt angle

US9522809B2 · US · B2

Patent metadata
FieldValue
Publication numberUS-9522809-B2
Application numberUS-201414177010-A
CountryUS
Kind codeB2
Filing dateFeb 10, 2014
Priority dateMar 15, 2013
Publication dateDec 20, 2016
Grant dateDec 20, 2016

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  1. Title

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  2. Abstract

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  3. Assignees and inventors

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  4. Key dates

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  5. First independent claim

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  6. CPC / IPC classifications

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  7. Citations and related patents

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Abstract

Official abstract text for this publication.

In a method for determining a tilt angle of a crane, a portion of the crane is rotated about a pivot point. A Global Navigation Satellite System (GNSS) receiver antenna is disposed on the portion of said crane. At least three locations of the GNSS receiver antenna are determined by a GNSS receiver in a geo-referenced coordinate system during the rotating. A tilt angle of the crane based on the at least three locations of said GNSS receiver antenna is determined by a processor.

First claim

Opening claim text (preview).

The invention claimed is: 1. A method for determining a tilt angle of a crane, said method comprising: rotating a portion of said crane about a pivot point, wherein a Global Navigation Satellite System (GNSS) receiver antenna is disposed on said portion of said crane; determining, by a GNSS receiver, at least three locations of said GNSS receiver antenna in a geo-referenced coordinate system during said rotating; calculating, by a processor, a plane of rotation based on said at least three locations of said GNSS receiver antenna; and determining, by said processor, a tilt angle of said crane based on an angular difference between said plane of rotation and a horizontal plane, wherein said tilt angle includes an angular displacement from a first vector normal to said horizontal plane to a second vector normal to said plane of rotation about said pivot point. 2. The method of claim 1 , wherein said GNSS receiver antenna is disposed on a location on said crane selected from a group consisting of: a cab, a working arm, a counterweight, a boom and a trolley. 3. The method of claim 1 , wherein said crane is selected from a group consisting of: a tower crane, a luffing crane, a level luffing crane, a fixed crane, a self-erecting crane, a crawler crane, and a telescopic crane. 4. The method of claim 1 , further comprising: providing said tilt angle for use in leveling said crane. 5. The method of claim 1 , further comprising: accounting for said tilt angle during operation of said crane. 6. The method of claim 1 , further comprising: confirming levelness of said crane based on said tilt angle. 7. The method of claim 1 , wherein said determining a tilt angle of said crane based on said at least three locations of said GNSS receiver antenna comprises: determining a plane which encompasses said at least three locations in said geo-referenced coordinate system; and calculating an angle of said plane with respect to a notional level plane in said geo-referenced coordinate system. 8. The method of claim 7 , further comprising: determining a normal vector of said plane. 9. The method of claim 1 , further comprising: determining a direction of said tilt angle in said geo-referenced coordinate system. 10. A non-transitory computer-readable storage medium having instructions embodied therein that when executed cause a computer system to perform a method for determining a tilt angle of a crane, said method comprising: accessing data from a Global Navigation Satellite System (GNSS) receiver antenna at three positions of a rotatable portion of a crane as said rotatable portion of said crane rotates about a pivot point; determining three locations of said GNSS receiver antenna in a geo-referenced coordinate system for said three positions of said rotatable portion of said crane; calculating a plane of rotation based on said three positions of said rotatable portion of said crane; and determining a tilt angle of said crane based on an angular difference between said plane of rotation and a horizontal plane, wherein said tilt angle includes an angular displacement from a first vector normal to said horizontal plane to a second vector normal to said plane of rotation about said pivot point. 11. The non-transitory computer-readable storage medium of claim 10 , further comprising: displaying said tilt angle. 12. The non-transitory computer-readable storage medium of claim 10 , further comprising: accounting for said tilt angle during operation of said crane. 13. The non-transitory computer-readable storage medium of claim 10 , further comprising: adjusting a building information modelling (BIM) based on said tilt angle. 14. The non-transitory computer-readable storage medium of claim 10 , further comprising: confirming levelness of said crane based on said tilt angle. 15. The non-transitory computer-readable storage medium of claim 10 , wherein said determining a tilt angle of said crane based on said three locations of said GNSS receiver antenna comprises: determining a plane which encompasses said three locations in said geo-referenced coordinate system; and calculating an angle of said plane with respect to a notional level plane in said geo-referenced coordinate system. 16. The non-transitory computer-readable storage medium of claim 15 , further comprising: determining a normal vector of said plane. 17. The non-transitory computer-readable storage medium of claim 15 , further comprising: determining a direction of said tilt angle in a geo-referenced coordinate system. 18. A crane system comprising: a crane, wherein a portion of said crane is configured to rotate about a pivot point; a Global Navigation Satellite System (GNSS) receiver comprising a GNSS antenna, said GNSS antenna disposed on said portion of said crane; and a processor for: receiving data from said GNSS receiver antenna while said GNSS receiver antenna is located at three positions as said portion of said crane rotates about a pivot point; determining three locations of said GNSS receiver antenna in a geo-referenced coordinate system of said three positions for said three positions of said portion of said crane; calculating a plane of rotation based on said three positions of said portion of said crane; and determining a tilt angle of said crane based on an angular difference between said plane of rotation and a horizontal plane, wherein said tilt angle includes an angular displacement from a first vector normal to said horizontal plane to a second vector normal to said plane of rotation about said pivot point. 19. The crane system of claim 18 , wherein said processor is further configured for: controlling display of said tilt angle. 20. The crane system of claim 18 , wherein said processor is further configured for: accounting for said tilt angle during operation of said crane. 21. The crane system of claim 18 , wherein said determining a tilt angle of said crane based on said three locations of said GNSS receiver antenna further comprises: determining a plane which encompasses said three locations in said geo-referenced coordinate system; and calculating an angle of said plane with respect to a notional level plane in said geo-referenced coordinate system. 22. The crane system of claim 18 , wherein said processor is further configured for: determining a normal vector of said plane which encompasses said three location in said geo-reference coordinate system. 23. The crane system of claim 18 , wherein said processor is further configured for: determining a direction of said tilt angle in said geo-referenced coordinate system. 24. The crane system of claim 18 , wherein said portion of said crane is selected from a group consisting of: a cab, a working arm, a counterweight, a boom and a trolley. 25. The crane system of claim 18 , wherein said crane is selected from a group consisting of: a tower crane, a luffing crane, a level luffing crane, a fixed crane, a self-erecting crane, a crawler crane, and a telescopic crane. 26. A method for determining levelness of a crane, said method comprising: rotating a portion of said crane at least one-halfway about a pivot point, wherein a Global Navigation Satellite System (GNSS) receiver antenna is disposed on said portion of said crane; determining, by a GNSS receiver, at least a first location and a second location of said GNSS receiver antenna i

Assignees

Inventors

Classifications

  • Determining attitude · CPC title

  • Position indicators for suspended loads or for crane elements · CPC title

  • Relative positioning · CPC title

  • specially adapted for specific applications · CPC title

  • B66C15/065Primary

    electrical · CPC title

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What does patent US9522809B2 cover?
In a method for determining a tilt angle of a crane, a portion of the crane is rotated about a pivot point. A Global Navigation Satellite System (GNSS) receiver antenna is disposed on the portion of said crane. At least three locations of the GNSS receiver antenna are determined by a GNSS receiver in a geo-referenced coordinate system during the rotating. A tilt angle of the crane based on the …
Who is the assignee on this patent?
Trimble Navigation Ltd, Trimble Inc
What technology area does this patent fall under?
Primary CPC classification B66C15/065. Mapped technology areas include Operations & Transport.
When was this patent published?
Publication date Tue Dec 20 2016 00:00:00 GMT+0000 (Coordinated Universal Time) (B2). Legal status and post-grant events are not shown on this page.
What related patents are in patentsdb?
We list 1 related publication on this page (citations in our corpus or others sharing the same primary CPC).