DRILLING EQUIPMENT DEVICE ESPECIALLY ARRANGED FOR REAMING A BOREHOLE IN A ROCK FORMATION AND METHOD OF REAMING A BOREHOLE IN A ROCK FORMATION |
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申请号 | EP14772571.7 | 申请日 | 2014-03-18 | 公开(公告)号 | EP2976486B1 | 公开(公告)日 | 2018-08-22 |
申请人 | Norhard AS; | 发明人 | HAUGHOM, Per Olav; | ||||
摘要 | A drilling equipment device (2') for use when reaming a pilot hole (13) in a rock formation (1), in which a drilling unit (2) comprises a rotatable drill-bit structure (15) fitted with roller cutters (12) which are arranged to break up the rock formation (1), the drill-bit structure (15) and an associated housing (16) being supported on a drill stem (21) which is connected in a rotationally rigid manner to a non-rotatable drill string (4). A method of reaming a pilot hole (13) in a rock formation (1) is described as well. | ||||||
权利要求 | |||||||
说明书全文 | The invention relates to a drilling equipment device for use when reaming a pilot hole in a rock formation, in which a drilling unit comprises a rotatable drill-bit structure fitted with roller cutters, which are arranged to break up the rock formation. The invention also relates to a method of reaming a pilot hole in a rock formation. The development in recent years has led to an increased need for developing small hydro-electric power plants and new infrastructure arranged in rock formations. In both cases, there is a great need for cost-effective and environmentally correct solutions. For small hydro-electric power plants, it is important that the interference in nature is minimized and that costs for building and future operation are low. New infrastructure with sewage, power cables and water supply through established housing areas and sensitive nature areas will now be difficult to implement. An obvious solution is to establish the infrastructure in boreholes in rock formations under the areas mentioned. During the establishing of such boreholes, it may be relevant first to establish a small pilot hole which is afterwards reamed to the final hole diameter. Several technical solutions for carrying out the reaming are known. However, the methods are expensive and are technically limited in reach. A reaming unit is typically rotated by means of a rotating drill string through a predrilled hole. The drill string is subjected to great torsional forces that result in material fatigue and a short lifetime. The achievable hole length is limited because the torsion will become too great with a large drill-string length. Besides, torsion in a long rotating drill string gives large vibrations and varying stresses on the drilling device, hence reduced lifetime. The invention has for its object to remedy or reduce at least one of the drawbacks of prior art or at least provide a useful alternative to the prior art. The object is achieved through the features that are specified in the description below and in the claims that follow. A drilling device with an electrically driven drill bit has been provided, in which the rotation of the drill bit is provided by electromotors, without a drill string, which is pulling the drill bit in the axial direction, rotating. It has surprisingly been found that reaming equipment with an electrically operated drill head and a non-rotating drill string through a predrilled hole has great advantages as compared with the prior art. A drilling device which is used in performing the reaming includes a rotating drill bit with rotating roller cutters that are pressed against a rock formation, thereby breaking particles loose. The rotation is driven by one or more motors, typically electromotors, through suitable gear transmissions. The power supply is effected via cables through the predrilled hole from the surface. Necessary pressure on the drill bit is provided by the drill string which is assembled from drill-string sections and is moved in the axial direction of the borehole by an axial drive, typically a hydraulic axial drive positioned on the surface. The rotational torque arising through the rotation of the drill bit is transmitted to the rock formation through supporting feet that are pressed against a surrounding borehole wall by means of hydraulic cylinders. Drilled particles are transported out through the borehole behind the drilling device, for example by means of gravity through a sufficiently steep borehole, or they are flushed out with water if the borehole has a low gradient behind the drilling device. In a first aspect, the invention relates more specifically to a drilling equipment device for use when reaming a pilot hole in a rock formation, in which a drilling unit includes a rotatable drill-bit structure fitted with roller cutters which are arranged to break up the rock formation, the rotatable drill-bit structure being connected to a non-rotatable drill string extending through the pilot hole and being connected to an axial drive outside the pilot hole and distant from the drilling unit, characterized by the non-rotatable drill string is axially displaceable, and the drill-bit structure and a connected housing are supported on a drill stem which is connected to an end portion of said drill string distant from the axial drive in a non-rotational manner, and wherein rotation of the housing and the drill-bit structure is provided by driving motors connected to the housing and the drill-bit structure via a gear system including gear wheels in mesh with a gear rim, and wherein the axial drive includes a carriage displaceable along a carriage guide which is pivotably connected to a bottom frame, the carriage being arranged to be connected to an engagement portion of a drill-string section. The drill string may be sectioned, the drill-string sections being provided with rotationally rigid couplings. Cables arranged for carrying energy and control signals may be arranged along the drill string. A portion of the cables may be wound on one or more cable drums arranged at the axial drive. In a second aspect, the invention relates more specifically to a method of reaming a pilot hole in a rock formation, characterized by the method including the following steps:
The method may include the further step:
In drilling operations that are carried out with a drilling device and a method of the kind described above, the drill string is typically subjected to a pull force of about 80 tonnes, whereas the torque to be absorbed by the supporting feet is typically about 2.5 tonne metres. With a diameter of a reaming hole of 1 metre and a friction coefficient of about 0.5 in the abutment of the supporting feet against a borehole wall, a compressive force of about 10 tonnes against the borehole wall is required in order to absorb a torque of about 2.5 tonne metres. The axial pull force applied to the drill string by the axial drive will thereby be able to pull the drilling unit in the axial direction while the supporting feet are abutting against and sliding along the borehole wall. Alternatively, the supporting feet may be arranged on a structure which is connected in a rotationally rigid, but axially displaceable manner to the drilling unit, so that the supporting feet do not have to slide along the borehole wall during the axial displacement of the drilling unit, but are disengaged, pulled axially towards the drilling unit and set again during a halt in the drilling operation. In a further alternative, two sets of supporting feet may be used, acting independently of each other and alternating between abutment against the borehole wall and axial displacement. Thereby the drilling operation may run uninterruptedly while the torque is continuously absorbed by a set of non-moving supporting feet. The advantage of this is that the axial drive does not have to overcome the friction force between the supporting feet and the borehole wall. Moreover, the supporting feet are subjected to less wear. In what follows, an example of a preferred embodiment is described, which is visualized in the accompanying drawings, in which:
In Reference is now made to To prevent the drilling unit 2 from rotating and, at the same, being centred in the borehole 8, supporting feet 23 have been fitted, which, by means of knee-joint linkages 24, 29, first and second supporting structures 25, 26 and a first linear actuator 27, can be pressed against the wall of the borehole 8. The knee-joint linkages 24, 29 are connected to the first and second supporting structures 25, 26 via pivot joints 46. The first supporting structure 25 is connected to the first linear actuator 27, typically a hydraulic cylinder, which, through the first structure 25, which is displaceable in the direction of the second supporting structure 26, and the knee-joint linkages 24, 29 can exert a clamping force on the supporting feet 23. A spring 28 has been fitted between the supporting structures 25, 26 so that if the hydraulic pressure is uncontrolledly absent, the supporting feet 23 will retract to prevent the supporting feet 23 from being pressed against the rock formation 1 and impeding the withdrawal of the drilling unit 2 from the borehole 8. The drill string 4 is formed from several drill-string sections 4a which are each connected to an adjacent drill-string section by means of a first coupling portion 39 and a corresponding coupling bolt (see in particular Reference is now made to To displace the carriage 5 along the carriage guide 33, two third linear actuators 6, typically hydraulic cylinders, are arranged, connected at their upper ends to the carriage 5 and at their lower ends to the carriage-guide frame 10. The carriage 5 may be connected to the drill string 4 via the coupling portion 39 of the drill-string section 4a. When a section 4a of the drill string 4 is out of the pilot hole 13, the drill string 4 is locked by means of a locking device 36 arranged in the carriage-guide frame 10, which engages the engagement portion 31 of the adjacent, next drill-string section of the drill string 4. The locking device 36 is moved by means of a fourth linear actuator 35, typically a hydraulic cylinder. When the locking device 36 is in its locked position, the upper section 4a of the drill string 4 is removed and the carriage 5 is run down and reconnected to the drill string 4 that is locked. The locking device 36 is released and the drill string 4 may be displaced further together with the drilling unit 2. The sequence is repeated in the reverse order when the drilling unit 2 is to be displaced in the opposite direction out of the borehole 8. |