IP Library Granted Patent US 6,844,923
Granted Patent B2
US 6,844,923 · App. 10/340,013 · Granted Jan 18, 2005

Method and apparatus for surveying the geometry of tunnels

Assignees: Morgan Est plc; Beton- und Monierbau GesmbH
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Quick Facts
Patent No.
US 6,844,923
App. No.
10/340,013
Granted
Jan 18, 2005
Kind
B2
Abstract

This invention relates to a method and apparatus for surveying the geometry of tunnels comprising measuring the position of a tunnel surface relative to an absolute three-dimensional coordinate system, using at least one reflectorless distance sensor mounted for orientation in three dimensions and calculating a deviation from a predefined geometry for the surface and displaying said deviation in real time.

Claims (7)

1. A method of surveying the geometry of a tunnel, comprising measuring the position of a tunnel surface relative to an absolute three-dimensional coordinate system using at least one reflectorless distance sensor mounted for orientation in three dimensions and calculating a three-dimensional deviation from a predefined geometry for the surface and displaying said deviation in real time.

2. A method according to claim 1 wherein, the position of the at least one distance sensor itself is found using a servo theodolite.

3. A method according to claim 1 , wherein the at least one distance sensor is mounted on a device which is carried by a machine modifying the tunnel surface.

4. Apparatus for surveying the geometry of a tunnel, comprising a measurement unit including at least one reflectorless distance sensor mounted for orientation in three dimensions for measuring the position of a tunnel surface relative to an absolute three-dimensional coordinate system, means for calculating a three-dimensional deviation from a predefined geometry for the surface and means for displaying said deviation in real time.

5. Apparatus according to claim 4 , wherein the measurement unit includes a plurality of reflectorless sensors.

6. Apparatus according to claim 4 , wherein the at least one distance sensor is mounted on a device which is carried by a machine modifying the tunnel surface.

7. Apparatus according to claim 4 , wherein the at least one reflectorless distance sensor is positioned on a tripod or bracket firmly mounted on the excavation lining.

Assignments (5)
CHANGE OF NAME Recorded May 6, 2016
From: MORGAN SINDALL PLC
To: MORGAN SINDALL CONSTRUCTION & INFRASTRUCTURE LTD
Reel/Frame 038486/0460 →
CHANGE OF NAME Recorded May 6, 2016
From: ALPINE BEMO TUNNELLING GMBH
To: BEMO TUNNELLING GMBH
Reel/Frame 038486/0617 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Jul 19, 2011
From: MORGAN SINDALL (INFRASTRUCTURE) PLC
To: MORGAN SINDALL PLC
Reel/Frame 026613/0028 →
CHANGE OF NAME Recorded Jul 19, 2011
From: BETON- UND MONIERBAU GESMBH
To: ALPINE BEMO TUNNELLING GMBH
Reel/Frame 026613/0223 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Sep 2, 2004
From: WEITHE, GERHARD; ENDRES, WERNER; NEUMANN, CHRISTIAN; EDDIE, COLIN
To: MORGAN EST PLC; BETON-UND MONIERBAU GESMBH
Reel/Frame 015103/0543 →
Priority Claims (1)
GB 0200621 · Jan 22, 2002 · national
Continuity (1)
Related Publication 20030145658A1 · Aug 7, 2003