This invention will be found useful in the boring of tunnels through strata where unstable tunnel roofs conditions occur. It will be advantageous to use this invention in tunnels being bored by fairly large tunnel boring machines (TBM's) which have tunneling capacities exceeding 3 meters. This invention may be most advantageously employed where roof instability is a problem.
Basically this invention involves the removal of any extension parts from the front part of the TBM such as extension fingers on the stabilizer of the TBM and extrusion of tunnel roof lining members against the roof surface of the tunnel as the boring process is being carried out. The tunnel lining members are secured in place at predetermined spacing intervals. These tunnel lining members will be fed into suitable receptacles formed on the TBM just behind the rotating boring head. As the machine gradually advances during the tunnel boring process, the material previously inserted into the receptacles provided for the tunnel lining members is fed out (extruded) to be placed against the roof of the tunnel.
At predetermined distances, roof ribs (bow members) are secured (as soon as possible) in place behind the TBM. This assures that any debris from the tunnel roof which might fall due to roof instability is prevented from falling into the tunnel.
In boring large tunnels through strata of varying density, there is a tendency for the TBM boring head to undergo severe radial displacement as the boring process proceeds. In order to prevent such unwanted movement of the TBM boring head, TBM designers have developed a TBM stabilizing system which prevents the TBM's rotating head from executing non-circular movement (wobble) in boring the tunnel.
The stabilizing section of the TBM is located just behind the rotating boring head and presses against the entire circumferential surface of tunnel just previously bored so as to prevent the “wobble” of the rotating cutting head. The rotating head may weigh several tons and the spalling wheels which press against the tunnel face must not be subjected to any side thrust. This is prevented by the presence of the stabilizing section of the TBM.
TBM's function in a fundamental manner by using the walls of a tunnel just previously bored to be used to supply the force which presses the rotating head against the tunnel face. A pair of shaped wall grippers mounted on the TBM push against the walls of the tunnel and are subsequently used as a stop to press the rotating head against the tunnel face. The resulting force which is developed by the wall grippers which presses the rotating head against the tunnel face is massive. It easily overcomes the stabilizing force produced in the TBM by the stabilizing system which is quite small in comparison to the force generated by the wall grippers.
The diameter of tunnel is determined by the diameter of the rotating head and it fell to the TBM operator to see that any excentric rotation of the tunneling machine head is avoided and thus prevent the wobble of the head during a tunnel boring operation.
The description of the machine of this invention will be best understood when taken with the following drawings in which:
Referring now to the drawings,
At the very front of the TBM 10 is mounted a rotating head 14 which carries a series of wheels 16 rotatably mounted in bearings (not shown) for contacting the tunnel face. Wheels 16 are made from a hard substance and have a sharp profile to spall the surface of the tunnel face. The materials selected for the wheels 16 tend to fracture rather than bend when subjected to lateral forces. For this reason, it is imperative that the rotating head 14 remains in the center of the tunnel at all times during a tunnel boring operation.
The rotating head 14 is journalled in a suitable bearing 18 which is securely mounted on frame or main beam 12. This assures that any transverse forces experienced by the rotating head 14 are transferred to the frame 12.
The rotating head is driven by a plurality of drive motors 20 two of which are shown in
Rotating wheel 14 is supplied with a series of loading buckets such as 26 which are placed at the periphery of wheel 14 so as to gather the debris or “muck” spalled from the tunnel rock face during its excursion from the bottom position of the wheel 14 to its top-most position on wheel 14. At the top-most position of wheel 14 the bucket such as the one shown as 26 empties the debris or muck previously gathered on the upward excursion of bucket 26 into chute 28 of TBM 10; onto conveyor 30 which is mounted in the TBM 10 inside frame 12. Conveyor 30 removes the debris so obtained to a second conveyor or an awaiting railway car located behind the TBM (not shown).
Mounted on frame 12 just behind the rotating head 14, is a non-rotating stabilizing member 40. Member 40 is more clearly shown in section in
It is noted that the exterior diameter of the stabilizing member 40 is adjustable within certain predetermined limits. Upper shell 50 is movable up and down by a pair of actuating piston-cylinders 52 and 54 which are pivotably attached to main beam 12 at pivot points 56 respectively. Actuators 52 and 54 are also pivotably attached to upper shell 50 at pivot points 58 and 60. This permits upper shell to be moved vertically up and down by actuators 52 and 54 with respect to main beam 12. The upper shell 50 is provided with a pair of sliding joints 62 and 64 at the junction of the upper shell 50 and the lower shell 66.
Lower shell 66 is a composite structure having lower side members 68 and 70 being pivotably supported on bottom support member 72 at pivots 74 and 76 respectively. Bottom support member is usually firmly attached to frame 12 and is incapable of any movement. The lower side members 68 and 70 are movable about pivots 74 and 76 by a pair of actuators; thus the diameter of the lower shell 66 is also adjustable within “certain” limits by means of actuators 78 and 80. This allows the upper shell 50 and the lower shell 66 of the stabilizing device 40 to be adjusted (within limits) to accommodate variations in tunnel diameters.
It is noted that in
A pair of propulsion actuators 82 and 84 are shown also in
The gripper device 90 is slidably mounted on main beam or frame 12 of TBM 10 so as to slide along on tracks 102 and 104 as boring proceeds.
A pair of steering actuators 108 and 110 are shown to change the angle of beam 12 once the grippers 102 have been deployed against the tunnel walls. Here the actuators 108 and 110 are used to cause movement of the main beam 12 about gripper trunion assembly 100. Most of the steering of the TBM is accomplished by the adjustment of actuators 108 and 110 and adjustment of actuators 96 and 98 on the gripper shoes 102.
A rear support cylinder 112 is shown in
The TBM as illustrated functions as follows: The TBM of
At this time grippers 102 are actuated to contact the tunnel walls and grippers 102 are set in their working position. Propulsion cylinders are then actuated to push the rotating head against the tunnel face to continue the boring operation. It is understood that steering devices 108 and 110 have been adjusted to be set at the desired angle of TBM 10 in the tunnel so that the steering of TBM 10 is maintained. Some steering (trim) is obtained through the adjustment of devices 52, 54, 78 and 80 of stabilizer 40.
Stabilizer 40 is supplied with adjustable upper shell 50 and adjustable lower shell 66. The upper shell is movable by actuating actuators 52 and 54 as shown in
Mounted on the exterior surface of top shell 50 of stabilizer 40 is a series of longitudinally extending members 130.
Members 130 are usually steel angles and form a series of receptacles 132 on top shell 50 of stabilizer 40. The receptacles 132 in this instance are rectangular in cross section but may be of any desired shape.
In this instance the receptacles 132 are formed by “L” shaped angle members welded or secured to top shell 50 of the stabilizer 40. The shape of the resulting receptacles 132 is dictated by the shape of members 130. The members 130 extend the entire length of the stabilizer 40 thus the receptacles 132 are of the same length as members 130.
In operation the TBM functions as follows. The grippers 102 contact the tunnel walls with the propulsion actuators 82 and 84 retracted as shown in
Each receptacle 132 is filled with a “roof support” member 134 which has been previously fed into the receptacles 130 by a laborer on the scene. The roof support members 134 are “extruded” from the receptacles 132 as the TBM 10 moves ahead in the tunnel boring process.
It is important that the members 134 do not form a joint in the tunnel roof as the boring process proceeds but that the roof supporting members 134 form staggered joints in the roof as the TBM moves ahead.
At predetermined intervals depending on the stability exhibited by the tunnel roof, roof supports in the form of tunnel arch members 140 or complete tunnel rings 142 may be installed as to support the extruded tunnel roof members 134 against the surface of the tunnel roof as shown in
Many modifications and other embodiments of the invention will come to the mind of one skilled in the art having the benefit of the teachings presented in the foregoing descriptions and the associated drawings. Therefore, it is understood that the invention is not to be limited to the specific embodiments disclosed, and that the modifications and embodiments are intended to be included within the scope of the dependent claims.
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/CA2009/000107 | 1/30/2009 | WO | 00 | 1/4/2011 |
Number | Date | Country | |
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61129594 | Jul 2008 | US |