CN214408482U - Rock ring shear test machine tool - Google Patents

Abstract

The utility model belongs to the technical field of mechanical test, especially, relate to a rock ring shear test tool. This frock machine includes base, workstation, guided way and positioning seat, and wherein, the workstation is operatable to overturn and sets up on the top of base, and two guided ways set up on the workstation along horizontal relative, and two positioning seats set up on the workstation along vertical relative, and two positioning seats all can slide and set up on two guided ways, and the relative side of two positioning seats all is provided with first positioning groove, and the top surface in first positioning groove is uncovered. The utility model discloses can guarantee the accurate location of sample and rock shearing box, and the bonding is firm, and the laminating is even, can effectively improve the experimental efficiency of ring shear and success rate.

Description

Rock ring shear test machine tool

Technical Field

The utility model belongs to the technical field of mechanical test, especially, relate to a rock ring shear test tool.

Background

The shear strength of the rock is one of important indexes for evaluating the mechanical properties of the rock, and the accurate acquisition of strength parameters has important practical significance for rock engineering.

At the present stage, the rock shear strength is mainly obtained through indoor tests, and the main test types are as follows: conventional triaxial test, direct shear test, wedge shear test, and the like. The existing test implementation mode is analyzed, and due to the limitation of the structural form of a test instrument, the stress of the rock on the shearing surface in the shearing process is uneven, and the residual strength of the rock under the action of large deformation and shearing cannot be measured. In view of this, the shear strength of the rock is tested by adopting the ring shear test, the shear area can be unchanged in the shearing process, shearing can be carried out under the continuous displacement condition, the phenomenon that the stress strain is extremely uneven in the large deformation stage in the conventional test is overcome, and the accuracy of the test result is ensured.

When the ring shear test is carried out on the rock or similar materials with hard, compact and high mechanical strength, the rock shear box is taken out of a sticky sample and then put into a tester in the test process. In order to ensure that the sample bonded after being placed into the instrument is not accompanied by torque, the sample and the rock shearing box need to be accurately positioned when the sample is bonded. Meanwhile, the rock shearing box is overlarge and overweight, and mechanical assistance is needed for moving and overturning. In view of this, a ring shear test machine is designed and manufactured, and realizing rapid and accurate bonding of a sample is a technical problem which is urgently needed to be improved in the technical field of sample preparation of the current ring shear test.

SUMMERY OF THE UTILITY MODEL

To the problem that above-mentioned prior art exists, the utility model provides a rock ring shear test tool to realize the purpose of quick accurate bonding sample.

The utility model discloses a following technical scheme realizes above-mentioned purpose:

the utility model provides a rock ring shear test frock machine, the frock machine includes:

a base;

a table operably flip-top disposed on top of the base;

the two guide rails are arranged on the workbench transversely and oppositely;

the two positioning seats are arranged on the workbench along the longitudinal direction and are oppositely arranged, the two positioning seats can be arranged on the two guide rails in a sliding mode, the opposite side faces of the two positioning seats are respectively provided with a first positioning groove, and the top face of each first positioning groove is open.

Further, the machine tool further comprises a driving mechanism for driving the positioning seat to slide on the guide rail, the driving mechanism and the positioning seat are correspondingly arranged, and the driving mechanism comprises:

the first supporting seat is arranged on the outer side of the corresponding positioning seat;

the screw rod is arranged between the two guide rails in parallel, one end of the screw rod is rotatably arranged on the first supporting seat, and the corresponding positioning seat is arranged at the other end of the screw rod.

Furthermore, one end of the screw rod can rotatably penetrate through the first supporting seat, and a hand wheel is arranged at one end of the screw rod.

Furthermore, a bearing sleeve is arranged on one side, facing the first supporting seat, of the positioning seat, a bearing is arranged in the bearing sleeve, and the other end of the screw rod penetrates through the bearing.

Furthermore, the vertical two sides of the first positioning groove are arranged in parallel, and the bottom of the first positioning groove is arc-shaped.

Further, the machine tool further comprises:

two second supporting seats are arranged, and the two second supporting seats are transversely and oppositely arranged on the workbench;

the rotating mechanism is fixedly arranged on the top surface of the base, and the output end of the rotating mechanism can rotate;

and one end of the driving rod is connected with the output end of the rotating mechanism, and the other end of the driving rod sequentially and fixedly penetrates through the two second supporting seats.

Preferably, the rotating mechanism is a rotating oil cylinder.

Further, the machine tool further comprises:

the third supporting seat is arranged at the top of the base, the third supporting seat and the rotating mechanism are oppositely arranged at two transverse sides of the workbench, the other end of the driving rod is rotatably arranged on the third supporting seat, a plurality of first positioning holes are formed in the end face of the third supporting seat, and the first positioning holes are annularly arranged;

the positioning disc is fixedly arranged at the other end of the driving rod and arranged on the outer side of the third supporting seat, a plurality of second positioning holes are formed in the positioning disc and are arranged in an annular shape, and the second positioning holes and the first positioning holes are correspondingly arranged;

and the positioning rod selectively penetrates through one first positioning hole and one second positioning hole so as to fixedly connect the positioning disc on the third supporting seat.

Further, the base is box, the top of base be provided with workstation assorted through-hole.

Furthermore, a supporting plate is arranged in the base, the supporting plate is arranged at the lower part of the workbench along the longitudinal direction, and two ends of the supporting plate can movably penetrate through two longitudinal sides of the base.

The utility model has the advantages that:

through the utility model provides a when rock ring shear test machine tool preparation sample, earlier separate two positioning seats, hoist two box bodys respectively to the first constant head tank of two positioning seats again, afterwards, place the sample in two box bodys, operate two positioning seat relative motion, make two box bodys butt joints, follow injecting glue hole injecting glue on the box body again, a period of stewing, treat to pour into the preparation that the sample can be accomplished to the inside gelatinization of rock shear box after solid promptly.

Because the utility model discloses a two positioning seats are along vertical relative setting on the workstation, and two positioning seats all can slide and set up on two guided ways, and two guided ways set up on the workstation along horizontal relative, consequently, the utility model discloses when preparing the sample, but the direct operation positioning seat slides on the guided way, can guarantee the accurate location of sample and rock shearing box, and the bonding is firm, and the laminating is even, can effectively improve the efficiency and the success rate of ring shear test.

Drawings

In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.

FIG. 1 is a schematic structural view of a rock shear box of the present embodiment;

FIG. 2 is a schematic cross-sectional view of FIG. 1;

FIG. 3 is a schematic structural diagram of a rock circular shear test machine according to the embodiment;

FIG. 4 is a rear view of FIG. 3;

FIG. 5 is a schematic bottom view of FIG. 3;

FIG. 6 is a schematic structural diagram of a rock tension-compression ring shear tester according to this embodiment;

FIG. 7 is a schematic structural diagram of a rock tension compression ring shear tester with a protective plate;

FIG. 8 is a schematic structural view of the pilot torsion bar of FIG. 6;

FIG. 9 is an end schematic view of the twist-axle of FIG. 6;

FIG. 10 is a schematic view of a rotating disk base of the present embodiment;

fig. 11 is a schematic flow chart of a rock tension compression ring shear test method according to this embodiment.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

In the prior art, the defects of the direct shear apparatus are all caused by eccentric stress of the sample, and the defects can be fundamentally solved as long as the eccentric stress phenomenon of the sample can be solved. This application solves the eccentric atress phenomenon of sample through the mode that utilizes the ring to cut. The ring shear test is a hollow torsional shear test, can keep the shear area constant, can realize larger shear displacement, and most importantly, the normal stress is stably applied, so that the influence of the test equipment on the normal load is eliminated.

Firstly, the present embodiment provides a rock shearing box, fig. 1 is a schematic structural diagram of the rock shearing box of the present embodiment, and referring to fig. 1, the rock shearing box 8 of the present embodiment includes a first box body 8.1 and a second box body 8.2, the first box body 8.1 includes a first plate body 8.1a and a first cylinder body 8.1b, the first cylinder body 8.1b is disposed on a side surface of the first plate body 8.1a, an outer end portion of the first plate body 8.1a is provided with a first groove, the first groove is annular, the second box body 8.2 includes a second plate body 8.2a and a second cylinder body 8.2b, the second plate body 8.2a and the first plate body 8.1a are oppositely disposed, the second cylinder body 8.2b is disposed on a side surface of the second plate body 8.2a facing the first plate body 8.1a, the second cylinder body 8.2b and the first plate body 8.1a are butted, an end portion of the second cylinder body 8.2b is provided with a second groove, the second groove and the second groove is butted with the first groove 3.1 b, thus, the prepared sample used in the test was annular.

In this embodiment, the two side surfaces of the first plate 8.1a of the first box 8.1 and the first plate 8.2a of the second box 8.2 in the width direction are straight surfaces, the bottoms of the first plate 8.1a of the first box 8.1 and the first plate 8.2a of the second box 8.2 are arc-shaped, and the tops of the first plate 8.1a of the first box 8.1 and the first plate 8.2a of the second box 8.2 are provided with a hanging ring 19 for connecting with a lifting device.

Combine fig. 2, in this embodiment, first barrel 8.1b of first box body 8.1 and second barrel 8.2b of second box body 8.2 all are provided with injecting glue hole 8.18, injecting glue hole 8.18 on every box body all has a plurality ofly, a plurality of injecting glue holes 8.18 set up around the center pin interval of corresponding box body, make a plurality of injecting glue holes 8.18 wholly be annular, every injecting glue hole 8.18 communicates with each other with sample mounting groove 8.3, when injecting glue through injecting glue hole 8.18 to sample mounting groove 8.3, can guarantee to inject the homogeneity of the colloid in the sample mounting groove 8.3.

Based on above-mentioned rock shear box, this embodiment still provides a rock ring shear test tool equipment.

Fig. 3 is a schematic structural diagram of the rock ring shear test tooling machine of this embodiment, and with reference to fig. 3, the tooling machine of this embodiment includes a base 1, a workbench 2, a guide rail 3 and a positioning seat 4.

Referring to fig. 3, the base 1 of the present embodiment is formed in a box shape as a whole, and a pillar 5 is provided at the bottom of the base 1 to fix the tooling machine at an operation site.

Referring to fig. 3, the top of the base 1 of the present embodiment is provided with a through hole 6 matching with the table 2, the table 2 is disposed in the through hole 6, and the table 2 is operatively arranged on the top of the base 1 in a reversed manner.

With reference to fig. 3, in this embodiment, two guide rails 3 are provided, two guide rails 3 are transversely and oppositely disposed on the workbench 2, two positioning seats 4 are also provided, two positioning seats 4 are longitudinally and oppositely disposed on the workbench 2, the two positioning seats 4 are slidably disposed on the two guide rails 3, the opposite side surfaces of the two positioning seats 4 are both provided with first positioning grooves 7, and the top surfaces of the first positioning grooves 7 are open.

When preparing the sample through the experimental frock of rock ring shear that this embodiment provided, earlier two positioning seats 4 separation, again with two box bodys respectively from the top hoist of first positioning groove 7 to the first positioning groove 7 of two positioning seats 4, afterwards, place the sample in two box bodys, operate two positioning seat relative motion, make two box bodys butt joints, again from the injecting glue hole injecting glue on the box 8 is cuted to the rock, a period of stewing, wait to pour into the preparation that the sample has been accomplished after 8 inside gelatinization of rock shearing box is solid.

Because two positioning seats 4 of this embodiment are along vertical relative setting on workstation 2, and, two positioning seats 4 all can slide and set up on two guided way 3, two guided way 3 are along horizontal relative setting on workstation 2, consequently, this embodiment is when the preparation sample, but direct operation positioning seat 4 slides on guided way 3, can guarantee sample and rock shear box 8's accurate location, and the bonding is firm, the laminating is even, can effectively improve the efficiency and the success rate of ring shear test.

With reference to fig. 3, in this embodiment, two sets of sliders 10 are transversely and oppositely disposed at the bottom of each positioning seat 4, and the two sets of sliders 10 are slidably sleeved on the corresponding guide rails 3, so as to realize the sliding arrangement of the positioning seats 4 on the guide rails 3.

With reference to fig. 3, the tooling machine of this embodiment further includes a driving mechanism 9 for driving the positioning seat 4 to slide on the guide rail 3, where the driving mechanism 9 and the positioning seat 4 are correspondingly disposed, that is, the driving mechanism 9 is operated to drive the corresponding positioning seat 4 to slide on the guide rail 3.

With reference to fig. 3, the driving mechanism 9 of the present embodiment includes a first supporting seat 901 and a screw rod 902, wherein the first supporting seat 901 is disposed outside the corresponding positioning seat 4, the screw rod 902 is disposed between the two guide rails 3 in parallel, one end of the screw rod 902 is rotatably disposed on the first supporting seat 901, and the corresponding positioning seat 4 is disposed on the other end of the screw rod 902, so that the rotation of the screw rod 902 is operated to drive the positioning seat 4 to slide on the guide rails 3.

Referring to fig. 3, one end of the screw 902 of the present embodiment rotatably passes through the first supporting seat 901, and a hand wheel 903 is disposed at one end of the screw 901, so as to facilitate manual operation of the screw 902.

This embodiment only so chooses the manual work to the operation of lead screw 902 because the rock shear box is super large overweight, if adopt motor drive, can increase the weight of processing installation, is unfavorable for the removal of tool installation and the upset of workstation 2.

Further, referring to fig. 3, in this embodiment, a bearing sleeve 904 is disposed on a side of the positioning seat 4 facing the first supporting seat 901, a bearing is disposed in the bearing sleeve 904, and the other end of the screw 902 passes through the bearing and is connected to the positioning seat 4.

In this embodiment, the vertical both sides parallel arrangement of first constant head tank 7 to hoist and mount rock shearing box 8 to the direction of first constant head tank 7, and the bottom of first constant head tank 7 is the arc, so as to adapt to the assembly of rock shearing box 8, guarantees that the assembly of rock shearing box 8 in the first constant head tank 7 that corresponds is stable.

In the embodiment, when a ring shear test is performed on a sample containing a structural surface of a filling body, in order to avoid the sliding deformation of the filling body before the test, the filling machine needs to be horizontally placed when the sample is prepared and a rock shear box is bonded on a tool machine, so that the sliding deformation before the test is avoided. When the device is placed in a testing machine for a ring shear test, the filling body is vertical or placed at a certain included angle with a shear plane, so that the rock shear box needs to be turned over by the tool machine, and a specific angle can be kept. Based on this, the working platform 2 is arranged in a reversible way in the embodiment. In addition, when the colloid is injected into the rock shearing box 8, the workbench 2 can be operated to rotate, so that the colloid flows in the rock shearing box 8, and the uniformity of the colloid in the rock shearing box 8 is further improved. In addition, the turnover that the workstation 2 that can overturn and set up also is favorable to the turnover of frock machine, when needs have the frock machine turnover, can take in 2 components upset to base 1 on the workstation with workstation 2, reduce the overall dimension of frock machine to the turnover of the machine of making things convenient for.

With reference to fig. 3, the tooling machine of this embodiment further includes two second supporting seats 11, two rotating mechanisms 12 and two driving rods 13, where the two second supporting seats 11 are transversely and oppositely disposed on the worktable 2, the rotating mechanisms 12 are fixedly disposed on the top surface of the base 1, the output ends of the rotating mechanisms 12 can rotate, one end of the driving rod 13 is connected with the output end of the rotating mechanism 12, and the other end of the driving rod 13 sequentially and fixedly penetrates through the two second supporting seats 11. The rotation of the rotating mechanism 12 is controlled, so that the driving rod 13 can drive the workbench 2 to turn to a specific angle.

The rotating mechanism 12 of the present embodiment is preferably a rotating cylinder having a stable driving force, and after the table 2 is tilted to a specific angle, the table 2 is stably maintained to the specific angle by controlling an oil path of the rotating cylinder.

Fig. 4 is a rear view schematically showing fig. 3, and referring to fig. 3 and fig. 4, in order to further stably maintain the working table 2 at a specific angle, the tooling machine of the present embodiment further includes a third supporting seat 14, a positioning plate 15 and a positioning rod 16, wherein the third supporting seat 14 is disposed on the top of the base 1, the third supporting seat 14 and the rotating mechanism 12 are disposed on two lateral sides of the working table 2, the other end of the driving rod 13 is rotatably disposed on the third supporting seat 14, a plurality of first positioning holes are disposed on an end surface of the third supporting seat 14, the plurality of first positioning holes are arranged in a ring shape, the positioning plate 15 is fixedly disposed on the other end of the driving rod 13, the positioning plate 15 is disposed outside the third supporting seat 14, a plurality of second positioning holes 17 are disposed on the positioning plate 15, the plurality of second positioning holes 17 are arranged in a ring shape, the second positioning holes 17 are disposed corresponding to the first positioning holes, after the workbench 2 is turned to a specific angle, the positioning rod 16 selectively passes through a first positioning hole and a second positioning hole 17 to fixedly connect the positioning plate 15 to the third supporting seat 14, so that the workbench 2 is further stably maintained to the specific angle, and the safety is improved.

In this embodiment, the positioning rod 16 may be provided in plural, and the positioning plate 15 may be fixedly connected to the third support seat 14 by the plural positioning rods 16 in a bolt manner, so as to further improve safety.

Fig. 5 is a schematic bottom view of fig. 3, and with reference to fig. 3 and fig. 5, in this embodiment, since the working platform 2 of this embodiment is operably disposed on the top of the base 1 in a reversed manner, in order to ensure the safety of the experimental preparation, a supporting plate 18 is disposed in the base 1, and the supporting plate 18 is disposed at the lower portion of the working platform 2 along the longitudinal direction, when the experimental preparation is performed, the supporting plate 18 can support the working platform 2, so as to prevent the phenomenon that the working platform is turned over due to unbalanced stress caused by the movement of the two positioning bases 4 on the working platform 2.

Further, the two ends of the supporting plate 18 of the present embodiment can movably penetrate through the two longitudinal sides of the base 1, and when the workbench is turned over, the supporting plate 18 can be pulled out from the base 1, so as to facilitate the turning over of the workbench.

Of course, the supporting plate 18 of the present embodiment may be provided in plural, and may be arranged in parallel or in a crossed manner, and the present embodiment does not limit this.

Based on above-mentioned rock shear box, this embodiment still provides a rock draws pressure ring shear test appearance.

Fig. 6 is a schematic structural diagram of a rock tension and compression ring shear tester of this embodiment, fig. 7 is a schematic structural diagram of a rock tension and compression ring shear tester with a protection plate, and with reference to fig. 6 and 7, the rock tension and compression ring shear tester of this embodiment includes a base 21, an axial force actuator 22, a torsion actuator 23, and the rock shear box 8.

The base 21 of this embodiment is a substrate, which is a carrier for the rest of the components on the rock tension-compression ring shear tester, and the whole of the base may be a block or a box, which is not limited in this embodiment.

Referring to fig. 6 and 7, the axial force actuator 22 of the present embodiment includes a loading cylinder 22.1 and a guiding torsion plate 22.2, the loading cylinder 22.1 is fixedly disposed on one side of the top of the base 21, an output end of the loading cylinder 22.1 makes a linear reciprocating motion, and the guiding torsion plate 22.2 is disposed on an output end of the loading cylinder 22.1.

The charging cylinder 22.1 of the present embodiment may preferably be a dynamic charging cylinder.

Referring to fig. 6 and 7, the torque actuator 23 of the present embodiment includes a spiral oscillating cylinder 23.1 and a torsion shaft 23.2, the spiral oscillating cylinder 23.1 is disposed on the other side of the top of the base 21, the output end of the spiral oscillating cylinder 23.1 performs a rotational motion, the torsion shaft 23.2 is disposed on the output end of the spiral oscillating cylinder 23 through a coupling 23.9, and the torsion shaft 23.2 is disposed opposite to the guiding torsion plate 22.2.

With reference to fig. 6 and 7, the first box 8.1 of the rock shear box 8 of the present embodiment is removably mounted on the side of the torsion bar 22.2 facing the torsion shaft 23.2, the second box 8.2 is removably mounted on the side of the torsion shaft 23.2 facing the torsion bar 22.2, and the first box 8.1 and the second box 8.2 are operatively engaged.

Fig. 8 is a schematic structural diagram of the guiding torsion-resistant plate in fig. 6, with reference to fig. 6, fig. 7 and fig. 8, in this embodiment, a second positioning groove 22.3 is disposed on a side surface of the guiding torsion-resistant plate 22.2 facing the torsion shaft 23.2, a top of the second positioning groove 22.3 is open, two vertical sides of the second positioning groove 22.3 are disposed in parallel, a bottom of the second positioning groove 22.3 is arc-shaped, the first box body 8.1 is slidably disposed in the second positioning groove 22.3, when the first box body 8.1 is hoisted into the second positioning groove 22.3, the two vertical sides of the second positioning groove 22.3 can guide hoisting, and a bottom of the second positioning groove 22.3 is arc-shaped, so as to ensure stability of the first box body 8.1 assembled in the second positioning groove 22.3.

Fig. 9 is a schematic view of the end of the torsion shaft shown in fig. 6, and referring to fig. 6, 7 and 9, in this embodiment, a third positioning slot 23.3 is provided on the side of the torsion shaft 23.2 facing the guide torsion plate 22.2, two vertical sides of the third positioning slot 23.3 are arranged in parallel, the bottom of the third positioning slot 23.3 is arc-shaped, and the second box 8.2 is slidably fitted in the third positioning slot 23.3. When hoisting the second box body 8.2 to the third positioning groove 23.3, the vertical both sides of the third positioning groove 23.3 can guide the hoisting, and the bottom of the third positioning groove 23.3 is arc-shaped, so that the stability of the assembly of the second box body 8.2 in the third positioning groove 23.3 can be ensured.

Referring to fig. 6, in this embodiment, the tester further includes an axial load sensor 22.4 and a torque sensor 23.4, the axial load sensor 22.4 is disposed at the output end of the load cylinder 22.1 for testing and obtaining the output value of the load cylinder 22.1, and the torque sensor 23.4 is disposed at the torsion shaft 23.2 connected to the output end of the spiral oscillating cylinder 23.1 for testing and obtaining the output value of the spiral oscillating cylinder 23.1.

Referring to fig. 6, in this embodiment, the torque actuator 23 further includes a rotating base 23.5, the rotating base 23.5 is fixedly disposed on the base 21, the rotating base 23.5 is disposed opposite to the guiding torsion plate 22.2, the torque shaft 23.3 rotatably passes through the rotating base 23.5, and the rotating base 23.5 can support the rotation of the torque shaft 23.3.

Fig. 10 is a schematic diagram of the rotary disk seat of the embodiment, and in combination with fig. 10, in the embodiment, a side surface of the rotary disk seat 23.5 facing away from the guide torsion plate 23.2 is provided with a rotatable disk 23.6, a rotary encoder 23.8 is coaxially mounted on the disk 23.6, the disk 23.6 and a torsion shaft 23.3 are connected through a pulley 23.7, and the shearing angle of the sample can be obtained through transmission of the disk 23.6 and the pulley 23.7.

With reference to fig. 6 and 7, the axial force actuator 22 of this embodiment further includes a first fixing seat 22.5 and a plurality of guide pull rods 22.6, the first fixing seat 22.5 is fixedly disposed on one side of the top of the base 21, the fixing end of the loading cylinder 22.1 is fixedly disposed in the first fixing seat 22.5, the plurality of guide pull rods 22.6 are disposed on two sides of the loading cylinder 22.1 in two groups, each guide pull rod 22.6 is disposed in parallel to the axial direction of the loading cylinder 22.1, one end of each guide pull rod 22.6 is fixedly disposed on the first fixing seat 22.5, the other end of each guide pull rod 22.6 penetrates through the guide torsion resistant plate 22.2, the other end of each guide pull rod 22.6 is fixedly connected to the rotation disc seat 23.5, and during the loading cylinder 22.1 drives the guide plate 22.2 to move back and forth, the guide pull rods 22.6 are disposed to provide a guide for the guide torsion resistant plate 22.2 to move back and forth.

In this embodiment, the guide torsion resistant plate 22.2 is provided with a self-lubricating guide device in the hole through which the guide pull rod 22.6 passes, so that the guide torsion resistant plate slides along the direction of the guide pull rod 22.6 without friction, and the transmission of axial load is realized. When torque is applied, the position of the first box body 8.1 is fixed, torque reaction force is transmitted to the guide pull rod 22.6 through the guide torsion resistant plate 22.2, then transmitted to the first fixed seat 22.5 through the guide pull rod 22.6, and finally transmitted to the base 21, so that the guide torsion resistant plate 22.2 plays a role in compressing and stretching the test box, and plays a role in torsion resistant guide so as to realize independent or mixed loading of axial (tension and pressure).

With reference to fig. 6 and 7, the torque actuator 23 of this embodiment further includes a second fixing seat 23.7, the second fixing seat 23.7 is fixedly disposed on the other side of the top of the base 21, the spiral oscillating cylinder 23.1 is fixedly disposed on the second fixing seat 23.7, the top of the second fixing seat 23.7 and the top of the rotating disk seat 23.5 and the side portions of the two width directions are connected through a protection plate 20, and the output end of the spiral oscillating cylinder 23.1 rotates, so that the safety of the test can be improved by the arrangement of the protection plate 20.

In this embodiment, each protection plate 20 may be provided with an observation port 24 for understanding the working condition during the test.

Finally, based on the tool machine and the tester, the embodiment also provides a rock tension and compression ring shear test method.

Fig. 11 is a schematic flow chart of a rock tension-compression ring shear test method according to this embodiment, and with reference to fig. 11, the test method includes:

s1: hoisting the rock shearing box to a tool machine, and preparing a sample on the tool machine, wherein the specific steps are described above, and the embodiment is not described in detail;

s2: the rock shear box with the prepared sample is hoisted to a rock tension and compression ring shear tester, the rock shear box can be hoisted integrally through equipment such as a crane, after the rock shear box is hoisted to the tester, the first box body is arranged in the second positioning groove of the guide torsion plate, the second box body is arranged in the third positioning groove of the torsion shaft, and if the rock shear box is subjected to compression torsion shear test, the rock shear box does not need to be fixed, so that the test installation steps are simplified. If the tension torsion shear test is carried out, the first box body and the guide torsion resistant plate need to be fixed by threads, and the second box body and the torsion shaft also need to be fixed by bolts;

s3: when axial pressure is loaded, a loading oil cylinder of the axial force executing mechanism is operated, and the axial pressure is applied to the rock shearing box to a set value, specifically: the method comprises the following steps that oil is conveyed to a rodless cavity of a loading oil cylinder through a hydraulic servo pump, a piston rod of the loading oil cylinder is pushed to move, axial pressure is applied, the axial pressure is continuously loaded until a loading sensor reaches a set value, and when a test is finished and the axial pressure needs to be unloaded, the oil is conveyed to a rod cavity of the loading oil cylinder through the hydraulic servo pump, and the piston rod is pushed to return;

s4: when loading axial tension, operating the loading oil cylinder of the axial force actuating mechanism, and applying the axial tension to the rock shearing box to a set value, specifically: when the axial tension is loaded, the hydraulic servo pump is used for conveying oil to the rod cavity of the loading oil cylinder, the piston rod of the loading oil cylinder is pushed to move, the axial tension is applied, the axial tension is continuously loaded until the loading sensor reaches a set value, and when the axial tension is required to be unloaded after the test is finished, the hydraulic servo pump is used for conveying oil to the rodless cavity of the loading oil cylinder, and the piston rod is pushed to return;

s5: when loading torque, operating the spiral swinging cylinder of the torque force actuating mechanism, and applying the torque force to the rock shearing box to a set value, specifically: the oil is delivered to the spiral oscillating cylinder through the hydraulic servo pump, the piston moves linearly along the spiral rod and rotates under the action of the hydraulic pressure of the spiral oscillating cylinder, the spiral rod with the output shaft rotates along with the piston, torque is applied until the torque sensor reaches a set value, and the oil pressure of the spiral oscillating cylinder is unloaded when a test is finished.

And (5) after the test is finished and the rock sample needs to be taken out, hoisting the test box by a hoisting machine. If the tension-shear test is carried out, the bolts for connecting the flange plate of the test box with the torsion resistant plate and the rotating shaft are firstly disassembled, and then the test box is hung and moved. And then, separating the rock sample from the test box by adopting a high-temperature heating mode, and cleaning the residual colloid of the test box by using a sol agent.

The reason why the mechanism for supplying torque in the present embodiment is selected to be the spiral oscillating cylinder is that: the spiral oscillating cylinder is a special hydraulic cylinder which realizes rotary motion by utilizing a large spiral pair with a large spiral lead angle, a spiral rod of an output shaft is fixed with a cylinder body, spiral teeth on the inner surface of a piston are meshed with spiral teeth of the spiral rod, and the surface shape of the spiral rod of the output shaft is the same as the outer surface shape of the piston. Therefore, when the piston is acted by hydraulic pressure in the rotating sleeve, the piston moves linearly along the spiral rod and rotates, and the spiral rod with the output shaft rotates along with the piston. Whereby a swinging movement is achieved. The spiral oscillating cylinder has the advantages of compact structure, safety, reliability, small occupied space, easy design, large output torque and oscillating angle and the like.

The advantages of this embodiment are:

the rock tension and compression ring shear tester has the characteristics of simple structure and convenience in operation, and the axial force executing mechanism formed by the loading oil cylinder, the axial force sensor, the guide torsion resistant plate and the guide pull rod has the advantages of high control precision, the functions of loading and measuring tension and pressure, large output load value and the like. The guide torsion-resistant plate is fixedly connected with the output end of the loading oil cylinder, a sliding guide structure formed by the guide torsion-resistant plate and the guide pull rod plays roles of a compression test box and a tensile test box and also plays a role of torsion resistance and guidance, so that the axial load and the torque are independently and coupled to be applied, and the stability of the whole rock tension and compression ring shear tester and the stability of load application in the test loading process are ensured.

In conclusion, the method has the advantages of being accurate in control, easy to operate, small in error and high in test accuracy, greatly improving test efficiency and success rate, achieving tests of rock tension, compression, ring shear and mutual coupling, and having important significance in accurately obtaining rock shear strength, residual strength and deformation and improving and perfecting constitutive relation of rocks.

The above embodiment is the preferred embodiment of the present invention, which is only used to facilitate the explanation of the present invention, it is not right to the present invention, which makes the limitation of any form, any of the commonly known people in the technical field, if the present invention does not depart from the technical features of the present invention, the present invention utilizes the present invention to make the equivalent embodiment of local change or modification, and does not depart from the technical features of the present invention, which all still belongs to the technical features of the present invention.

Claims (10)

1. A rock ring shear test machine tool, comprising:

a base;

a table operably flip-top disposed on top of the base;

the two guide rails are arranged on the workbench transversely and oppositely;

the two positioning seats are arranged on the workbench along the longitudinal direction and are oppositely arranged, the two positioning seats can be arranged on the two guide rails in a sliding mode, the opposite side faces of the two positioning seats are respectively provided with a first positioning groove, and the top face of each first positioning groove is open.

2. The rock ring shear test tooling machine of claim 1, further comprising a driving mechanism for driving the positioning seat to slide on the guide rail, wherein the driving mechanism and the positioning seat are correspondingly arranged, and the driving mechanism comprises:

the first supporting seat is arranged on the outer side of the corresponding positioning seat;

the screw rod is arranged between the two guide rails in parallel, one end of the screw rod is rotatably arranged on the first supporting seat, and the corresponding positioning seat is arranged at the other end of the screw rod.

3. The rock ring shear test machine tool of claim 2, wherein one end of the screw rod is rotatably inserted through the first support base, and a hand wheel is provided on one end of the screw rod.

4. The rock ring shear test machine tool of claim 2, wherein a side of the positioning seat facing the first support seat is provided with a bearing sleeve in which a bearing is provided, and the other end of the screw rod passes through the bearing.

5. The rock ring shear test machine tool of claim 1, wherein the two vertical sides of the first positioning groove are arranged in parallel, and the bottom of the first positioning groove is arc-shaped.

6. The rock ring shear test machine tool of any one of claims 1 to 5, further comprising:

two second supporting seats are arranged, and the two second supporting seats are transversely and oppositely arranged on the workbench;

the rotating mechanism is fixedly arranged on the top surface of the base, and the output end of the rotating mechanism can rotate;

and one end of the driving rod is connected with the output end of the rotating mechanism, and the other end of the driving rod sequentially and fixedly penetrates through the two second supporting seats.

7. The rock ring shear test machine tool of claim 6, wherein the rotation mechanism is a rotation cylinder.

8. The rock ring shear test machine of claim 6, further comprising:

the third supporting seat is arranged at the top of the base, the third supporting seat and the rotating mechanism are oppositely arranged at two transverse sides of the workbench, the other end of the driving rod is rotatably arranged on the third supporting seat, a plurality of first positioning holes are formed in the end face of the third supporting seat, and the first positioning holes are annularly arranged;

the positioning disc is fixedly arranged at the other end of the driving rod and arranged on the outer side of the third supporting seat, a plurality of second positioning holes are formed in the positioning disc and are arranged in an annular shape, and the second positioning holes and the first positioning holes are correspondingly arranged;

and the positioning rod selectively penetrates through one first positioning hole and one second positioning hole so as to fixedly connect the positioning disc on the third supporting seat.

9. The rock ring shear test machine tool of claim 6, wherein the base is box-shaped, and a through hole matched with the workbench is formed in the top of the base.

10. The rock ring shear test machine tool of claim 9, wherein a support plate is disposed within the base, the support plate being disposed longitudinally below the table, and ends of the support plate being movable across longitudinal sides of the base.

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