Experimental simulation equipment for rock core fracture permeation grouting filling sample

Abstract

The invention discloses experimental simulation equipment for a rock core fracture permeation grouting filling sample, which comprises a rock core sample manufacturing assembly which is in a straight notch shape, a regular sample input belt and a rock sample mixing stirrer are fixedly arranged on the outer side of one semicircular side of the rock core sample manufacturing assembly, and a grouting simulation assembly is arranged above the middle part of the other semicircular side of the rock core sample manufacturing assembly; a hydraulic nicking tool device, a cold and hot fracture forming device and a cleaning tank are sequentially arranged above the straight line side, close to the regular sample input belt, of the rock core sample manufacturing assembly from the regular sample input belt to the grouting simulation assembly, and a liquid dropping mechanical arm is arranged between the cold and hot fracture forming device and the cleaning tank; the liquid dropping mechanical arm is arranged on the outer side of the rock core sample manufacturing assembly, and the liquid dropping mechanical arm is connected with a chemical solvent tank.

Description

Technical Field

[0001] The invention relates to the technical field of experimental simulation, and in particular to an experimental simulation device for core fracture penetration grouting filling samples. Background Art

[0002] Core fracture penetration grouting refers to injecting slurry into the cracks of the rock mass under pressure, filling the cracks and squeezing out the water and gas in them through the penetration and diffusion of the slurry, thereby strengthening the rock mass and improving its anti-seepage performance. Core fracture penetration grouting technology is widely used in tunnels, mines, water conservancy projects and underground buildings. Through this technology, rock mass can be strengthened, anti-seepage performance can be improved, and problems such as groundwater leakage and water inrush can be reduced. At the same time, this technology can also improve the overall stability and bearing capacity of the rock mass, providing a strong guarantee for the safety and stability of the project. The experimental simulation of core fracture penetration grouting filling samples plays an important role in theoretical research, engineering application and scientific research. It can not only reveal the grouting mechanism, verify the theoretical model, and explore the grouting parameters, but also guide the grouting design, optimize the grouting process, predict the grouting effect, and promote the development of disciplines and technological innovation.

[0003] However, there are many ways to make core fracture samples, and different methods require different equipment and tools. The specific method to be selected depends on the experimental requirements and sample characteristics. In actual operation, various factors need to be considered comprehensively to ensure the accuracy and reliability of the samples. The existing devices cannot meet complex experimental requirements, and it often takes a lot of time to obtain core fracture samples, which greatly affects the experimental efficiency.

[0004] Therefore, it is necessary to provide an experimental simulation device for core fracture penetration grouting filling samples to solve the above problems. Summary of the invention

[0005] To achieve the above object, the present invention provides the following technical solution: an experimental simulation device for core fracture penetration grouting filling sample, comprising:

[0006] The core sample making component is arranged in a straight slot shape, a regular sample input belt and a rock sample mixing stirrer are fixedly arranged on the outer side of one semicircular side, and a grouting simulation component is arranged on the upper middle part of the other semicircular side;

[0007] A hydraulic cutter device, a hot and cold seam making device and a cleaning tank are sequentially arranged above the straight line side of the core sample making component close to the regular sample input belt from the regular sample input belt to the grouting simulation component, and a dripping mechanical arm is arranged between the hot and cold seam making device and the cleaning tank, the dripping mechanical arm is arranged outside the core sample making component, and the dripping mechanical arm is connected to a chemical solvent tank;

[0008] A high-temperature vaporization chamber and a cleaning tank are sequentially arranged above the straight side of the core sample preparation component close to the rock sample mixer and agitator from the rock sample mixer to the grouting simulation component. Two sets of display racks are arranged between the high-temperature vaporization chamber and the rock sample mixer. The two sets of display racks are arranged outside the core sample preparation component, and a clamping and insertion mechanical arm is arranged between the two sets of display racks.

[0009] Furthermore, as a preference, zinc sheets of different orientations, shapes and widths are placed on a display rack near the rock sample mixer, and steel sheets of different widths are placed on another set of display racks.

[0010] Further, preferably, the core sample preparation component, the regular sample input belt, the hydraulic carving knife device, the hot and cold seam making device, the dripping robot arm, the grouting simulation component and the cleaning tank close to the straight side of the rock sample mixer together constitute a simulation device when there is a complete rock sample.

[0011] Further, preferably, the core sample preparation assembly, two sets of placement racks, a clamping and insertion robotic arm, a high-temperature vaporization chamber, a grouting simulation assembly, and a cleaning tank close to the straight side of the regular sample input belt together constitute a simulation device when there is no complete rock sample.

[0012] Further, as a preference, the core sample preparation assembly comprises a support frame, wherein the support frame is linearly arranged in a plurality of groups, the inner side of which is fixedly mounted on two groups of horizontally arranged equally spaced rotating drive rings, an elastic conveyor belt is rotatably arranged between the two groups of rotating drive rings, and eleven groups of through holes are cut on the elastic conveyor belt, a rock sample carrying shell is vertically fixedly mounted in each group of through holes, and rock sample displacement assemblies are horizontally slidably arranged on both side surfaces of each group of rock sample carrying shells in the running direction.

[0013] Further, as a preference, the rock sample carrying shell comprises a fixed frame, the upper end of the fixed frame close to the outer ring of the core sample making assembly is rotatably provided with an automatic opening and closing door, the length of the automatic opening and closing door is equal to the vertical height between the top of the rock sample displacement assembly and the elastic conveyor belt, and the other sides of the fixed frame except the upper side are all provided with closing plates;

[0014] A piston plate is horizontally slidably arranged inside the fixed frame, a lifter is fixedly arranged between the piston plate and the inner wall of the bottom of the fixed frame, and an elastic sealing pad is arranged around the piston plate.

[0015] Further, as a preference, the rock sample displacement assembly includes a sliding bracket, which is mirror-arranged in two groups, and a driving motor is fixedly installed on the upper end of each group of sliding brackets, and two groups of connecting arc plates are horizontally arranged on both sides of each group of driving motors, a group of driving motors is fixedly installed between the two groups of connecting arc plates on different driving motors, and a first hydraulic cylinder is fixedly installed on the output shaft of each group of driving motors, and a fixed clamping suction cup is fixedly installed on the other end of the first hydraulic cylinder.

[0016] Further, as a preference, the grouting simulation component includes a protective shell, a fixed bracket is arranged inside the protective shell, the fixed bracket is fixedly installed above the two groups of rotating drive rings, a second hydraulic cylinder is vertically embedded in the upper end of the fixed bracket, a closed piston plate is fixedly installed on the piston end of the second hydraulic cylinder, a pressure control tube and a grouting tube are arranged on the closed piston plate, the pressure control tube and the grouting tube are slidably arranged on the fixed bracket, and are respectively externally connected to a pressure control motor and a slurry tank.

[0017] Furthermore, as a preference, an elastic sealing gasket is provided on the outer side of the closed piston plate, and the elastic sealing gasket and the rock sample bearing shell can form a closed simulation cabin.

[0018] Furthermore, as a preference, the core sample preparation assembly, the regular sample input belt, the rock sample mixing agitator, the hydraulic carving knife device, the hot and cold seam making device, the dripping robot arm, the cleaning tank, the display rack, the clamping and insertion robot arm, the high-temperature vaporization chamber, the grouting simulation assembly and the chemical solvent tank are all arranged in a constant temperature chamber.

[0019] Compared with the prior art, the present invention provides an experimental simulation device for core fracture penetration grouting filling samples, which has the following beneficial effects:

[0020] In the present invention, two operating modes are differentiated according to the different rock samples used, namely, a simulation device when there is no complete rock sample and a simulation device when there is a complete rock sample. The device can produce rock cores with cracks of different widths, lengths, depths, directions and inclinations according to the different requirements of the initial samples and experimental samples, so that the core samples can be as close to the actual situation as possible, thereby obtaining more accurate experimental results.

[0021] In the present invention, through the cooperation of various components, the core sample preparation and experimental simulation can be automatically realized, which saves manpower and material resources, reduces experimental costs, and improves experimental efficiency.

[0022] In the present invention, a closed piston plate of a simulation chamber is provided which can form a closed state with the rock sample bearing shell, so that the experiment can exclude the influence of external environmental factors, and the variables can be well controlled under the influence of the pressure control motor and the slurry tank, so as to explore the permeability of core fractures under different conditions, so as to obtain good reinforcement and anti-seepage effects by reasonably selecting grouting materials and grouting process parameters and strictly controlling the grouting construction process. At the same time, the lifter arranged on the rock sample bearing shell can lift the core sample, and clamp and rotate it through the rock sample displacement assembly to achieve the purpose of position adjustment, thereby manufacturing fractures on different surfaces, making the fractures of laboratory samples more real and accurate, and further improving the accuracy of experimental simulation. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 It is a schematic diagram of the structure of an experimental simulation device for filling core fractures with grouting samples;

[0024] Figure 2 It is a schematic diagram of the top view of the structure of an experimental simulation device for filling core fracture penetration grouting samples;

[0025] Figure 3 Schematic diagram of assembly structure for core sample preparation;

[0026] Figure 4 This is a schematic diagram of the rock sample bearing shell structure;

[0027] Figure 5 It is a schematic diagram of the structure of the rock sample displacement component;

[0028] Figure 6 It is a schematic diagram of the structure of the grouting simulation component;

[0029] Figure 7 Schematic diagram of the fracture manufacturing operation with a complete rock sample;

[0030] Figure 8 Schematic diagram of the fracture manufacturing operation without a complete rock sample;

[0031] In the figure: 1. core sample making component; 2. regular sample input belt; 3. rock sample mixing agitator; 4. hydraulic carving knife device; 5. hot and cold seam making device; 6. dripping robot arm; 7. cleaning tank; 8. display rack; 9. clamping and inserting robot arm; 10. high temperature vaporization chamber; 11. grouting simulation component; 12. chemical solvent tank; 13. support frame; 14. rotating drive ring; 15. elastic conveyor belt; 16. rock sample bearing shell; 17. rock sample displacement component; 18. fixed frame; 19. piston plate; 20. lifter; 21. automatic opening and closing door; 22. sliding bracket; 23. driving motor; 24. connecting arc plate; 25. first hydraulic cylinder; 26. fixed clamping suction cup; 27. protective shell; 28. fixed bracket; 29. ​​second hydraulic cylinder; 30. closed piston plate; 31. pressure control tube; 32. grouting tube. DETAILED DESCRIPTION

[0032] See also Figures 1 to 8 The present invention provides an experimental simulation device for core fracture penetration grouting filling sample, comprising:

[0033] The core sample preparation component 1 is arranged in a straight slot shape, and a regular sample input belt 2 and a rock sample mixer 3 are fixedly arranged on the outer side of one semicircular side, and a grouting simulation component 11 is arranged on the upper middle part of the other semicircular side;

[0034] A hydraulic cutter device 4, a hot and cold seam making device 5 and a cleaning tank 7 are sequentially arranged above the straight side of the core sample making component 1 close to the regular sample input belt 2 from the regular sample input belt 2 to the grouting simulation component 11, and a dripping mechanical arm 6 is arranged between the hot and cold seam making device 5 and the cleaning tank 7, and the dripping mechanical arm 6 is arranged outside the core sample making component 1, and the dripping mechanical arm 6 is connected to a chemical solvent tank 12;

[0035] The core sample preparation component 1 is provided with a high temperature vaporization chamber 10 and a cleaning tank 7 in sequence from the rock sample mixer 3 to the grouting simulation component 11 on the straight side near the rock sample mixer 3. The high temperature vaporization chamber 10 and the rock sample mixer 3 are provided with two sets of display racks 8. The two sets of display racks 8 are arranged outside the core sample preparation component 1, and a clamping and inserting mechanical arm 9 is arranged between the two sets of display racks 8.

[0036] As a preferred embodiment, the device needs to determine the state of the core sample in advance. If there is a complete core sample, it will be cut and trimmed into a rectangular parallelepiped with a flat side and meeting the requirements. If there is no complete core sample, the mortar material that meets the requirements is injected into the core sample preparation component 1 for molding and production, so that the device can meet the production of core samples under different conditions, and thus better perform simulation experiments. Because the width, length, depth, direction and inclination of the core cracks can affect the penetration and diffusion of the slurry, thereby affecting the experimental results, the device is equipped with a hydraulic cutter device 4, a hot and cold seam making device 5, a dripping mechanical arm 6 and a chemical solvent tank 12, a display rack 8 and a clamping and inserting machine. The mechanical arm 9 and the high-temperature vaporization chamber 10 are used to manufacture different cracks, thereby simulating the actual rock crack conditions to the greatest extent and improving the authenticity and accuracy of the experimental simulation. At the same time, the setting of the core sample making component 1 can carry the core sample and adjust the position of the core sample to make the crack. After the crack is made, the grouting simulation component 11 is used to perform experimental simulation. After the simulation is completed, the core sample making component 1 is cleaned by the corresponding cleaning tank 7 so that it can continue to participate in subsequent work. Through the cooperation of various components, the device can automatically complete the core crack manufacturing work according to requirements, and perform experimental simulation after completion, thereby further improving the experimental efficiency.

[0037] Further, zinc sheets of different orientations, shapes and widths are placed on the placing rack 8 near the rock sample mixer 3, and steel sheets of different widths are placed on another group of placing racks 8;

[0038] As a preferred embodiment, the zinc sheet and the steel sheet can simulate the crack position of the core as much as possible, and the zinc sheet can be vaporized at high temperature to leave cracks in the core, and the steel sheet can leave cracks by inserting and withdrawing.

[0039] Furthermore, the core sample preparation component 1, the regular sample input belt 2, the hydraulic carving device 4, the hot and cold seam making device 5, the dripping mechanical arm 6, the grouting simulation component 11 and the cleaning tank 7 close to the straight side of the rock sample mixer 3 together constitute a simulation device when there is a complete rock sample;

[0040] As a preferred embodiment, the hydraulic carving knife device 4 pushes the carving knife through hydraulic pressure to create cracks on the core, and can accurately control the position and shape of the cracks. The hot and cold seam making device 5 utilizes the non-uniformity of thermal expansion of rock mineral components to heat the core at high temperature and then quickly cool it, thereby generating cracks in the core. The dripping robot arm 6 utilizes chemical solvents such as inorganic acids in the chemical solvent tank 12 to dissolve specific mineral components in the rock, thereby forming cracks in the core. The cut core sample will be input into the core sample preparation component 1 under the action of the regular sample input belt 2. The core sample preparation component 1 will rotate clockwise so that it passes through the hydraulic carving knife device 4, the hot and cold seam making device 5, and the dripping robot arm 6 in turn, and selects a suitable seam making method according to the actual situation to form a crack, and then completes the experimental simulation under the action of the grouting simulation component 11, and then is cleaned by the corresponding cleaning tank 7 to prevent the residual material on the core sample preparation component 1 from affecting the experimental simulation of other cores.

[0041] Furthermore, the core sample preparation assembly 1, two sets of placement racks 8, a clamping and inserting mechanical arm 9, a high-temperature vaporization chamber 10, a grouting simulation assembly 11, and a cleaning tank 7 close to the straight side of the regular sample input belt 2 together constitute a simulation device when there is no complete rock sample;

[0042] As a preferred embodiment, a mixture of quartz sand, gypsum and water (the proportion is adjusted according to the properties of the required core sample) is mixed and stirred by a rock sample mixer 3, and the evenly stirred mixture is introduced into the core sample production component 1. According to needs, a steel sheet or a zinc sheet is selectively inserted through a clamping and insertion robot arm 9. After the sample is initially solidified, the steel sheet is extracted through the clamping and insertion robot arm 9, or the zinc sheet inside the sample is vaporized through a high-temperature vaporization chamber 10. Artificial rock samples with different geometric shapes and connectivity can be produced for subsequent experimental simulations, and then the experimental simulation is completed under the action of a grouting simulation component 11, and then cleaned through a corresponding cleaning tank 7.

[0043] Further, the core sample preparation assembly 1 comprises a support frame 13, wherein the support frame 13 is linearly arranged with multiple groups, wherein the inner side of the support frame 13 is fixedly assembled with two groups of equally spaced rotating drive rings 14 arranged horizontally, wherein an elastic conveyor belt 15 is rotatably arranged between the two groups of rotating drive rings 14, and wherein eleven groups of through holes are cut on the elastic conveyor belt 15, wherein a rock sample bearing shell 16 is vertically fixedly assembled in each group of through holes, and a rock sample displacement assembly 17 is horizontally slidably arranged on both sides of each group of rock sample bearing shells 16 in the running direction;

[0044] As a preferred embodiment, the rock sample carrying shell 16 is an important component for carrying the core sample, which can adjust the actual height of the core sample according to needs, so as to better perform the seam making work. The setting of the rotating drive ring 14 can drive the elastic conveyor belt 15 to rotate, and because of the elastic performance of the elastic conveyor belt 15, it can complete the change of the straight segment to the curved segment of the rotating drive ring 14 through deformation, and the through hole set on the elastic conveyor belt 15 will not deform, and it will always be fixedly embedded with a group of rock sample carrying shells 16, and the rock sample displacement component 17 can assist the rock sample in changing its position, so as to better and more realistically perform the crack making work.

[0045] Further, the rock sample carrying shell 16 includes a fixed frame 18, and an automatic opening and closing door 21 is rotatably provided at the upper end of one side of the fixed frame 18 close to the outer ring of the core sample preparation component 1, and the length of the automatic opening and closing door 21 is equal to the vertical height between the top of the rock sample displacement component 17 and the elastic conveyor belt 15, and the fixed frame 18 is provided with a closing plate on all sides except the upper side;

[0046] A piston plate 19 is horizontally slidably disposed inside the fixed frame 18, a lifter 20 is fixedly disposed between the piston plate 19 and the bottom inner wall of the fixed frame 18, and an elastic sealing pad is disposed around the piston plate 19;

[0047] As a preferred embodiment, the automatic opening and closing door 21 is provided to facilitate the removal and placement of core samples, thereby completing the automated loading and unloading work better and more conveniently. The lifter 20 is provided to push the core sample on the piston plate 19 machine to rise or fall, thereby facilitating the position adjustment of the rock sample displacement assembly 17.

[0048] Further, the rock sample displacement assembly 17 includes a sliding bracket 22, and the sliding bracket 22 is provided with two groups in a mirror image, and a driving motor 23 is fixedly installed on the upper end of each group of sliding brackets 22, and two groups of connecting arc plates 24 are horizontally provided on both sides of each group of driving motors 23, and a group of driving motors 23 is fixedly installed between two groups of connecting arc plates 24 on different driving motors 23, and a first hydraulic cylinder 25 is fixedly installed on the output shaft of each group of driving motors 23, and a fixed clamping suction cup 26 is fixedly installed on the other end of the first hydraulic cylinder 25;

[0049] As a preferred embodiment, when the lifter 20 lifts the core sample to a certain height (higher than the fixed frame 18), the sliding bracket 22 will drive the rock sample displacement assembly 17 to rise to a certain height (the central axis of the first hydraulic cylinder 25 is on the middle horizontal plane of the core sample), and then the two opposite groups of first hydraulic cylinders 25 will extend, so that the two groups of fixed clamping suction cups 26 thereon clamp the rock sample, and complete the rotation of the rock sample under the action of the driving motor 23 thereon, so that it can achieve the purpose of position adjustment, and then cracks on different surfaces can be manufactured, the cracks of the laboratory samples are more real and accurate, and the accuracy of the experimental simulation is further improved.

[0050] Furthermore, the grouting simulation component 11 includes a protective shell 27, a fixed bracket 28 is arranged inside the protective shell 27, the fixed bracket 28 is fixedly assembled above the two groups of rotating drive rings 14, a second hydraulic cylinder 29 is vertically embedded in the upper end of the fixed bracket 28, a closed piston plate 30 is fixedly assembled on the piston end of the second hydraulic cylinder 29, a pressure control tube 31 and a grouting tube 32 are arranged on the closed piston plate 30, the pressure control tube 31 and the grouting tube 32 are slidably arranged on the fixed bracket 28, and are respectively externally connected to a pressure control motor and a slurry tank.

[0051] Furthermore, an elastic sealing pad is disposed on the outer side of the closed piston plate 30, and the elastic sealing pad and the rock sample carrying shell 16 can form a closed simulation chamber;

[0052] As a preferred embodiment, the provision of the elastic sealing pads around the piston plate 19 and the closed piston plate 30 can minimize the gap between the piston plate 19 and the closed piston plate 30 and the side closed plate of the fixed frame 18, thereby forming a relatively closed simulation chamber, so that the experiment can exclude the influence of external environmental factors, and under the influence of the pressure control motor and the slurry tank, the variables can be well controlled to explore the permeability of core fractures under different conditions, so that good reinforcement and anti-seepage effects can be achieved by reasonably selecting grouting materials and grouting process parameters and strictly controlling the grouting construction process.

[0053] Further, the core sample preparation component 1, the regular sample input belt 2, the rock sample mixing and stirring device 3, the hydraulic carving knife device 4, the hot and cold seam making device 5, the dripping mechanical arm 6, the cleaning tank 7, the display rack 8, the clamping and inserting mechanical arm 9, the high temperature vaporization chamber 10, the grouting simulation component 11 and the chemical solvent tank 12 are all arranged in a constant temperature warehouse;

[0054] As a preferred embodiment, the setting of the constant temperature chamber can keep all components in the device at a constant temperature to prevent temperature changes from affecting the properties of the grouting material, such as viscosity, setting time, etc. High temperature may accelerate the curing process of the grouting material, while low temperature may reduce its fluidity.

[0055] During the specific implementation, the following steps are included: adjusting the temperature in the constant temperature chamber to keep it at a constant and suitable temperature; if there is a complete core sample, it will be cut and trimmed into a rectangular parallelepiped with a flat side and meeting the requirements; the cut core sample will be input into the corresponding rock sample carrier shell 16 under the action of the regular sample input belt 2; the core sample making component 1 will rotate clockwise, so that it passes through the hydraulic carving device 4, the hot and cold seam making device 5, and the dripping mechanical arm 6 in turn, and a suitable seam making method is selected according to the actual situation to form a crack; in actual work, after the core sample is lifted to a certain height by the lifter 20, the sliding bracket 22 will drive the rock sample displacement component 17 to rise to a certain height, and then the two opposite groups of first hydraulic cylinders 25 will extend, so that the two groups of fixed clamping suction cups 26 thereon clamp the rock sample, and the rock sample is rotated under the action of the driving motor 23 thereon, so that the position adjustment is achieved, and then the rock sample is rotated. The cracks on different surfaces are manufactured, and then the experimental simulation is completed under the action of the grouting simulation component 11, and then the corresponding cleaning tank 7 is used to clean it, and after it is rotated to its initial position, a group of rock sample bearing shells 16 are completed to complete the circulation work; if there is no complete core sample, a mixture of quartz sand, gypsum and water (the proportion is adjusted according to the properties of the required core sample) is mixed and stirred by the rock sample mixer 3, and the evenly stirred mixture is introduced into the corresponding rock sample bearing shell 16, and the steel sheet or zinc sheet is selectively inserted into the corresponding rock sample bearing shell 16 according to the needs through the clamping and insertion robot arm 9. After the sample is initially solidified, the steel sheet is extracted by the clamping and insertion robot arm 9, or the zinc sheet inside the sample is vaporized by the high-temperature vaporization chamber 10, so that artificial rock samples with different geometric shapes and connectivity can be produced for subsequent experimental simulation, and then the experimental simulation is completed under the action of the grouting simulation component 11, and then the corresponding cleaning tank 7 is used to clean it, and after it is rotated to its initial position, a group of rock sample bearing shells 16 are completed to complete the circulation work.

[0056] What is described above is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes according to the technical scheme and inventive concept of the present invention within the technical scope disclosed by the present invention, which should be covered by the protection scope of the present invention.

Claims

1. An experimental simulation device for core fracture penetration grouting filling samples, characterized in that: include: A core sample preparation component (1) is arranged in a straight slot shape, with a regular sample input belt (2) and a rock sample mixer (3) fixedly arranged on the outer side of one semicircular side, and a grouting simulation component (11) arranged on the upper middle part of the other semicircular side; A hydraulic cutter device (4), a hot and cold seam making device (5) and a cleaning tank (7) are sequentially arranged above the straight line side of the core sample preparation component (1) close to the regular sample input belt (2) from the regular sample input belt (2) to the grouting simulation component (11), and a dripping mechanical arm (6) is arranged between the hot and cold seam making device (5) and the cleaning tank (7), the dripping mechanical arm (6) is arranged outside the core sample preparation component (1), and the dripping mechanical arm (6) is connected to a chemical solvent tank (12); A high-temperature vaporization chamber (10) and a cleaning tank (7) are sequentially arranged above the straight line side of the core sample preparation component (1) close to the rock sample mixer (3) from the rock sample mixer (3) to the grouting simulation component (11); two groups of display racks (8) are arranged between the high-temperature vaporization chamber (10) and the rock sample mixer (3); the two groups of display racks (8) are arranged outside the core sample preparation component (1), and a clamping and insertion mechanical arm (9) is arranged between the two groups of display racks (8).

2. The experimental simulation device for core fracture penetration grouting filling sample according to claim 1, characterized in that: Zinc sheets with different orientations, shapes and widths are placed on a placing rack (8) near the rock sample mixer (3), and steel sheets with different widths are placed on another group of placing racks (8).

3. The experimental simulation device for core fracture penetration grouting filling sample according to claim 1, characterized in that: The core sample preparation component (1), the regular sample input belt (2), the hydraulic carving device (4), the hot and cold seam making device (5), the dripping mechanical arm (6), the grouting simulation component (11) and the cleaning tank (7) close to the straight side of the rock sample mixer (3) together constitute a simulation device when there is a complete rock sample.

4. The experimental simulation device for core fracture penetration grouting filling sample according to claim 1, characterized in that: The core sample preparation component (1), two sets of placement racks (8), a clamping and inserting mechanical arm (9), a high-temperature vaporization chamber (10), a grouting simulation component (11), and a cleaning tank (7) close to the straight side of the regular sample input belt (2) together constitute a simulation device when there is no complete rock sample.

5. The experimental simulation device for core fracture penetration grouting filling sample according to claim 1, characterized in that: The core sample preparation component (1) comprises a support frame (13), wherein the support frame (13) is linearly arranged in a plurality of groups, wherein the inner side of the support frame is fixedly mounted on two groups of horizontally arranged rotating drive rings (14) with equal spacing, wherein an elastic conveyor belt (15) is rotatably arranged between the two groups of rotating drive rings (14), and wherein eleven groups of through holes are cut on the elastic conveyor belt (15), wherein a rock sample bearing shell (16) is vertically fixedly mounted in each group of through holes, and a rock sample displacement component (17) is horizontally slidably arranged on both side surfaces of each group of rock sample bearing shells (16) in the running direction.

6. The experimental simulation device for core fracture penetration grouting filling samples according to claim 5, characterized in that: The rock sample carrying shell (16) comprises a fixed frame (18), and an automatic opening and closing door (21) is rotatably provided at the upper end of one side of the fixed frame (18) close to the outer ring of the core sample making component (1), and the length of the automatic opening and closing door (21) is equal to the vertical height between the top of the rock sample displacement component (17) and the elastic conveyor belt (15), and the fixed frame (18) is provided with a closing plate on all sides except the upper side; A piston plate (19) is horizontally slidably arranged inside the fixed frame (18), a lifter (20) is fixedly arranged between the piston plate (19) and the inner wall of the bottom of the fixed frame (18), and an elastic sealing pad is arranged around the piston plate (19).

7. The experimental simulation device for core fracture penetration grouting filling samples according to claim 5, characterized in that: The rock sample displacement assembly (17) comprises a sliding bracket (22), wherein two groups of the sliding brackets (22) are arranged in a mirror image, and a driving motor (23) is fixedly mounted on the upper end of each group of sliding brackets (22), and two groups of connecting arc plates (24) are horizontally arranged on both sides of each group of driving motors (23), and a group of driving motors (23) is fixedly mounted between the two groups of connecting arc plates (24) on different driving motors (23), and a first hydraulic cylinder (25) is fixedly mounted on the output shaft of each group of driving motors (23), and a fixed clamping suction cup (26) is fixedly mounted on the other end of the first hydraulic cylinder (25).

8. The experimental simulation device for core fracture penetration grouting filling samples according to claim 1, characterized in that: The grouting simulation component (11) comprises a protective shell (27), a fixed bracket (28) is arranged inside the protective shell (27), the fixed bracket (28) is fixedly mounted above the two sets of rotating drive rings (14), a second hydraulic cylinder (29) is vertically embedded at the upper end of the fixed bracket (28), a closed piston plate (30) is fixedly mounted at the piston end of the second hydraulic cylinder (29), a pressure control tube (31) and a grouting tube (32) are arranged on the closed piston plate (30), the pressure control tube (31) and the grouting tube (32) are slidably arranged on the fixed bracket (28), and are respectively externally connected to a pressure control motor and a slurry tank.

9. The experimental simulation device for core fracture penetration grouting filling samples according to claim 8, characterized in that: An elastic sealing pad is arranged on the outer side of the closed piston plate (30), and the closed piston plate (30) and the rock sample carrying shell (16) can form a closed simulation chamber.

10. The experimental simulation device for core fracture penetration grouting filling samples according to claim 1, characterized in that: A core sample preparation component (1), a regular sample input belt (2), a rock sample mixing and stirring device (3), a hydraulic carving device (4), a hot and cold seam making device (5), a dripping mechanical arm (6), a cleaning tank (7), a display rack (8), a clamping and inserting mechanical arm (9), a high-temperature vaporization chamber (10), a grouting simulation component (11) and a chemical solvent tank (12) are all arranged in a constant temperature chamber.

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