ROCK STRENGTH EVALUATION DEVICE
20180292300 ยท 2018-10-11
Assignee
Inventors
Cpc classification
G01N3/58
PHYSICS
International classification
Abstract
The present invention relates to a rock strength evaluation device including a frame, a cutter support mounted on the frame, the cutter support being rotatable relatively to the frame about a rotation axis; a cutter mounted on the cutter support, and a rock sample support mounted on the frame. At least one of the cutter support and rock sample support is movable relative to one another in a sliding direction and the rotation axis is perpendicular to the sliding direction
Claims
1. A rock strength evaluation device including: a frame a cutter support mounted on the frame, the cutter support being rotatable relatively to the frame about a rotation axis; a cutter mounted on the cutter support, and a rock sample support mounted on the frame, at least one of the cutter support and rock sample support being movable relative to one another in a sliding direction, wherein the rotation axis is perpendicular to the sliding direction.
2. A device according to claim 1, wherein at least one of the cutter, support and rock sample support being movable in a translating direction relative to the other, the translating direction being perpendicular to the rotation axis, the translating direction being different from the sliding direction.
3. A device according to claim 1, wherein the cutter is rotatable relatively to the cutter support, the cutter rotationally moved to a first angle when the cutter support is rotationally moved to a second angle, the first angle being an opposite of said second angle.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
[0031] The present invention is illustrated by way of example, and not by way of limitation, in the figures of the accompanying drawings, in which like reference numerals refer to similar elements and in which:
[0032]
[0033]
[0034]
[0035]
DESCRIPTION OF PREFERRED EMBODIMENTS
[0036]
[0037] In these figures, a rock sample 101 lays on two rigid horizontal supports 102 and 103 (namely rock sample support which can have a plurality of forms).
[0038] The rock sample 101 is maintained in position thanks to a plurality of screws (only two screws 104 and 105 are shown in these figures due to the perspective).
[0039] In addition, a frame 108 may be translated along the core axis of the rock sample (i.e. {right arrow over (y)} for said embodiment). Alternatively, the rock sample support may be translated while the frame remains still. A plate (i.e. cutter support)107 is firmly fastened with this frame 108 thanks to a non-deformable piece 109. Nevertheless, the plate 107 may rotate around the vertical {right arrow over (z)} axis.
[0040] The plate 107 comprises at least one cutter 106a which are not aligned with the rotational axis of the plate 107. For instance, the distance between the cutter and the rotational axis is greater than 3 cm. In addition, the plate 107 may comprise other cutters (106b or 106c) on different points of the plate 107. For instance, a cutter 106b may be aligned with the rotational axis of the plate while another cutter 106c is installed on a point of the plate 107, said point being a symmetric point of the installation point of the cutter 106a about the rotational axis of the plate.
[0041] Advantageously, the piece 109 is of the dimension of the plate 107 (e.g. the diameter of piece 109 may be 25% to 100% of the diameter of the plate 107) in order to avoid any deformation of the plate 107 while forces are applied on the cutter 106a, 106b or 106c.
[0042] In addition, and referring to
[0043]
[0044] When the frame 108 is centered on the rock sample (i.e.
[0045] In addition, by stopping the translation of the frame 108, and by rotating the plate 107, the cutters 106a and 106c may be in contact of the rock sample 101. Thus, by a rotation of the plate 107, the rock strength parameters may be assessed in directions close to the {right arrow over (x)} axis (see scratch marks 204 and 205) and not only along the rock sample main direction ({right arrow over (y)} axis).
[0046] When the frame 108 is not centered on the rock sample (i.e.
[0047]
[0048] The
[0049] In the present example, the rock sample has two scratches 320 and 321. These scratches are performed with the above mentioned device with the same distance d between the center of the plate 107 and the axis of the rock sample main direction ({right arrow over (y)} axis). Thus, it is possible to perform a plurality of rocks strength parameter assessment with the same configuration by translating the cutter support 107 along the {right arrow over (y)} axis (e.g. the plate is translated by a vector defined by the points 351 and 352 or by points 301 and 350, distance 1). Therefore, it is possible to compute a mean of all the assessments performed with the same configuration to obtain an accurate estimation of the rock strength parameters in a given direction.
[0050] Due to the specific shape of the rock sample (which may have been planned/prepared, see zone 101p), the cutters (either 106a or 106b or 106c) may be not in full contact with the rock sample. For instance: [0051] the cutter in position 302 (or 307) is in contact with the rock sample only by one edge of the cutter ; [0052] the cutter in position 303 (or 306) is in contact with the rock sample only by one half of the cutter.
[0053] On the contrary, if the cutter is within a specific angle (308), the cutters may be fully in contact with the rock sample (between the positions 304 and 305).
[0054] In one possible embodiment, the rock strength parameters are assessed for each individual scratching direction (e.g. direction 309 for the position 304 of the cutter and direction 310 for the position 305 of the cutter). Thus, mean parameters may be computed for each individual direction of all scratches (320, 321) performed for a same configuration.
[0055] In one other possible embodiment, the rock strength parameters are assessed for a mean direction of the scratches (i.e. means of directions 309, 310, etc.). In addition, mean parameters may be computed for all scratches (320, 321) performed for a same configuration.
[0056]
[0057] As it is shown on
[0058] Thus, it may be advantageous to change dynamically the angle of the cutters during the rotation of the plate 107, so that the angle formed between the cutter and the main axis of the rock sample is constant.
[0059] To do so, many options are available.
[0060] One of the options is to fix gears 401 (radius r.sub.1) in the center of the plate 107: these gears 401 do not move when the plate 107 rotates (direction 410).
[0061] Other gears 403 (radius r.sub.1) are attached to the cutter so that the cutter 106a may rotate when the gears 403 rotates. The cutter 106a may be attached to the gears 403 so that the cutter crosses the center of the gears 403.
[0062] Gears 402 (radius r.sub.2 which may different from r.sub.1) may connect the gears 401 and the gears 403. Thus, when the plate 107 rotates, the cutter 106a remains parallel.
[0063] Expressions such as comprise, include, incorporate, contain, is and have are to be construed in a non-exclusive manner when interpreting the description and its associated claims, namely construed to allow for other items or components which are not explicitly defined also to be present. Reference to the singular is also to be construed in be a reference to the plural and vice versa.
[0064] A person skilled in the art will readily appreciate that various parameters disclosed in the description may be modified and that various embodiments disclosed may be combined without departing from the scope of the invention.