Tunnel boring device, and control method therefor

Patent metadata

Field	Value
Publication number	US-10006285-B2
Application number	US-201415022996-A
Country	US
Kind code	B2
Filing date	Nov 5, 2014
Priority date	Nov 29, 2013
Publication date	Jun 26, 2018
Grant date	Jun 26, 2018

Abstract

A boring machine comprises a forward section, a rear section, a parallel link mechanism, stroke sensors, pressure sensors, and a controller. The parallel link mechanism includes eight thrust jacks that change the position and attitude of the forward section with respect to the rear section. The controller computes a target allocation force to be allocated to eight thrust jacks on the basis of the sensing result from the stroke sensors and the pressure sensors, and controls the thrust jacks to perform stroke control on six of the thrust jacks and perform force control on two of the thrust jacks.

First claim

The invention claimed is:

1. A tunnel boring device, comprising:
a forward section having a plurality of cutters at an excavation-side surface;
a rear section disposed to a rear of the forward section and having grippers for obtaining counterforce during excavation;
a parallel link mechanism including (6+n) thrust jacks disposed in parallel between the forward section and the rear section, linking the forward section and the rear section, and changing a position and attitude of the forward section with respect to the rear section, where n is a positive integer;
a plurality of stroke sensors attached to the thrust jacks to sense stroke amounts of the thrust jacks;
a plurality of force sensors attached to the thrust jacks to sense a load to which the thrust jacks are subjected; and
a controller configured to compute target allocation forces to be allocated to the (6+n) thrust jacks on the basis of sensing results of the plurality of stroke sensors and the plurality of force sensors, and control the thrust jacks so that a stroke control is performed for six of the thrust jacks, and a force control based on respective ones of the target allocation forces is performed for the other n number of the thrust jacks.

2. The tunnel boring device according to claim 1 , wherein
the controller computes an external force to which the forward section is subjected on the basis of a relative position and an attitude of the forward section with respect to the rear section from the stroke amounts for the six thrust jacks, and a load to which the (6+n) thrust jacks are subjected as sensed by the plurality of force sensors, and computes a target allocation force for each of the thrust jacks in order to resist this external force.

3. The tunnel boring device according to claim 2 , wherein
the plurality of force sensors are provided to (6+n) of the thrust jacks, and
the plurality of stroke sensors are provided to six of the thrust jacks.

4. The tunnel boring device according to claim 2 , wherein
(6+n) of the thrust jacks are disposed in a substantially circular pattern around an outer peripheral portion of faces where the forward section and the rear section are opposite each other.

5. The tunnel boring device according to claim 2 , wherein
the controller controls each of the thrust jacks to control an attitude of the forward section three-dimensionally.

6. The tunnel boring device according to claim 2 , further comprising
an input component configured to receive a control input related to a movement direction of the forward section from an operator,
the controller being configured to control a stroke of each of the six of the thrust jacks so that excavation will be performed along a desired radius of curvature set on the basis of the control input when the input component receives the control input from the operator.

7. The tunnel boring device according to claim 6 , wherein
the input component is a touch panel type of monitor.

8. The tunnel boring device according to claim 7 , wherein
the monitor has a plurality of directional keys configured to set a movement direction of the forward section, and a display component configured to display a relative position of the forward section with respect to the rear section.

9. The tunnel boring device according to claim 1 , wherein
the plurality of force sensors are provided to (6+n) of the thrust jacks, and
the plurality of stroke sensors are provided to six of the thrust jacks.

10. The tunnel boring device according to claim 1 , wherein
(6+n) of the thrust jacks are disposed in a substantially circular pattern around an outer peripheral portion of faces where the forward section and the rear section are opposite each other.

11. The tunnel boring device according to claim 1 , wherein
the controller controls each of the thrust jacks to control an attitude of the forward section three-dimensionally.

12. The tunnel boring device according to claim 1 , further comprising
an input component configured to receive a control input related to a movement direction of the forward section from an operator,
the controller being configured to control a stroke of each of the six of the thrust jacks so that excavation will be performed along a desired radius of curvature set on the basis of the control input when the input component receives the control input from the operator.

13. The tunnel boring device according to claim 12 , wherein
the input component is a touch panel type of monitor.

14. The tunnel boring device according to claim 13 , wherein
the monitor has a plurality of directional keys configured to set a movement direction of the forward section, and a display component configured to display a relative position of the forward section with respect to the rear section.

15. A method for controlling a tunnel boring device comprising a forward section having a plurality of cutters on an excavation-side surface, a rear section disposed to a rear of the forward section and having grippers configured to obtain counterforce during excavation, and a parallel link mechanism including (6+n) thrust jacks, where n is a positive integer, that links the forward section and the rear section and changes a position of the forward section with respect to the rear section, the method comprising the steps of:
sensing loads to which the thrust jacks are subjected;
sensing stroke amounts of the thrust jacks;
calculating an external force to which the forward section is subjected on the basis of the sensed stroke amounts and the loads to which the thrust jacks are subjected;
calculating target allocation forces to be allocated to the (6+n) thrust jacks on the basis of the external force; and
controlling the thrust jacks so that a stroke control is performed for six of the thrust jacks, and a force control based on a respective ones of the target allocation forces is performed for the other n number of the thrust jacks.

Assignees

• Komatsu Mfg Co Ltd

Inventors

• Kuramoto Toyoshi

Classifications

• E21D9/11 Primary

  with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines · CPC title

• E21D9/112

  by means of one single rotary head or of concentric rotary heads (E21D9/111 takes precedence) · CPC title

• E21D9/003 Primary

  Arrangement of measuring or indicating devices for use during driving of tunnels, e.g. for guiding machines · CPC title

• E21D9/1093

  Devices for supporting, advancing or orientating the machine or the tool-carrier (measuring devices for guiding machines E21D9/003; anchoring in the borehole E21B4/18) · CPC title

• E21D9/108

  Remote control specially adapted for machines for driving tunnels or galleries (for machines for slitting or completely freeing the mineral E21C35/24) · CPC title