An apparatus for vibration crushing test of completely weathered granite soil mass

By designing a test device containing the bottom foundation box and a load application device, the crushing characteristics of fully weathered granite soil under complex working conditions were studied, and the problem that existing devices cannot consider the impact of static and dynamics was solved, and the simultaneous application of oscillation and pressure loads was achieved, which improved the adaptability and accuracy of the experiment.

CN116380378BActive Publication Date: 2025-07-04SHAANXI SCI TECH UNIV
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Patent Information

Application Number
CN202310255438.3
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2023-03-16
Publication Date
2025-07-04
Estimated Expiration
2043-03-16

AI Technical Summary

Technical Problem

The existing crushing test devices cannot consider both static and dynamic influences, and cannot adapt to the research on the crushing characteristics of fully weathered granite soil under complex working conditions.

Method used

A test device including a bottom base box, an oscillating load providing device and a vertical load applying device is designed. By pushing the cooperation of the slider and the spring, the oscillating load and the pressure load are applied simultaneously. The relative fixation and disengagement of the oscillating load and the load bearing plate are achieved to achieve the switching of power and static loads.

Benefits of technology

The crushing characteristics of fully weathered granite soil under complex working conditions have been studied, overcome the limitation that existing devices can only have a single load, and can conduct oscillation and pressure experiments at the same time, improving the adaptability and accuracy of the experiment.

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Abstract

The present invention relates to the field of geotechnical experiments, and particularly to a device for vibrating and crushing tests on completely weathered granite soil masses. The device includes a bottom foundation box, and the bottom foundation box is square; an oscillation load providing spring is arranged on the power shaft of the oscillation load providing device, and above the oscillation load providing spring is an oscillation load providing plate; by pulling and pushing the slider in and out, the position of the oscillation load providing device can be adjusted; it also includes a vertical load applying device that can provide a pressure load to the material bearing box, the vertical load applying device is arranged downward and extends with a load bearing plate, and the load bearing plate can extrude the materials in the material bearing box; by using this patent, two types of loads can be achieved simultaneously, there is a spring during oscillation, and it can be fixed during extrusion, solving the problems of the current technology.
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Description

Technical Field

[0001] The present invention relates to the field of geotechnical experiments, and in particular to a device for vibrating and crushing tests of completely weathered granite soil mass. Background Art

[0002] Currently, the existing crushing test devices can only perform displacement or pressure control and are not suitable for complex working conditions, such as crushing under the influence of vibration loads from trains, automobiles, etc.

[0003] There is a lack of a crushing device for completely weathered granite (soil mass) that can simultaneously consider the static and dynamic effects, and the crushing characteristics of completely weathered granite (soil mass) under complex working conditions cannot be studied.

[0004] More specifically, due to the oscillating load, the box body will be damaged, and the static pressure load cannot be applied if the box is shaking because the result is meaningless. Summary of the Invention

[0005] Purpose of the Invention: To provide a device for vibrating and crushing tests of completely weathered granite soil mass with better effects. The specific purposes can be seen in multiple substantial technical effects in the specific implementation part.

[0006] To achieve the above purpose, the present invention adopts the following technical solutions:

[0007] A device for vibrating and crushing tests of completely weathered granite soil mass, characterized in that the device includes a bottom foundation box 1, and the bottom foundation box 1 is square;

[0008] The bottom foundation box 1 is symmetrically provided with a pull-out gap 9, a track 16 is arranged in the pull-out gap 9, and it further includes a push slider 7 that can move along the track 16. The push slider 7 is provided with a push hole 8, an oscillating load providing device 6 is arranged on the push slider 7, an oscillating load providing spring 12 is arranged on the power shaft of the oscillating load providing device 6, and an oscillating load providing plate 5 is above the oscillating load providing spring 12; by pulling the push slider 7 in and out, the position of the oscillating load providing device 6 can be adjusted;

[0009] The four peripheries of the bottom foundation box 1 include a circle of oscillating springs 11, a material bearing plate 10 is fixed above the oscillating springs 11, the material bearing plate 10 is the bottom plate of a material bearing box 2, and materials can be placed in the middle of the material bearing box 2; it further includes a vertical load applying device 3 that can provide a pressure load to the material bearing box 2. The vertical load applying device 3 is arranged downward and extends with a load bearing plate 4, and the load bearing plate 4 can extrude the materials in the material bearing box 2;

[0010] There are plate fixing holes 14 arranged on the material bearing plate 10, and there are box fixing holes 15 arranged on the bottom foundation box 1. The plate fixing holes 14 and the box fixing holes 15 can be aligned and bolts are inserted for relative fixation.

[0011] A further technical solution of the present invention is that the load bearing plate 4 fits the inner wall of the material bearing box 2.

[0012] A further technical solution of the present invention is that the test device includes an oscillating load state. In this state, the pushing slider 7 is pushed into the drawing gap 9. The oscillating load makes the plate 5 closely adhere to the material bearing plate 10, and the oscillating load providing device 6 is started. The vertical oscillating load can oscillate the materials in the material bearing box 2; at this time, the plate fixing holes 14 and the box fixing holes 15 are disengaged from relative fixation, and at this time the oscillating spring (11) provides auxiliary vibration.

[0013] A further technical solution of the present invention is that the test device includes a direct pressure state. In this state, the plate fixing holes 14 and the box fixing holes 15 are fixed by bolts. At this time, the load bearing plate 4 provides a pressure load downward for a crushing experiment.

[0014] A further technical solution of the present invention is that there are oscillating state fixing holes 17 arranged on the pushing slider 7, and the wall corresponding to the drawing gap 9 includes box fixing holes 15. The pushing slider 7 can be relatively fixed by bolts passing through the oscillating state fixing holes 17 and the box fixing holes 15.

[0015] A further technical solution of the present invention is that the pushing slider 7 is pulled out in the direct pressure state.

[0016] A further technical solution of the present invention is that the track 16 is a T-shaped track.

[0017] A further technical solution of the present invention is that the vertical load applying device 3 is a hydraulic device.

[0018] A further technical solution of the present invention is that the oscillating load providing device 6 is an oscillating motor.

[0019] A further technical solution of the present invention is that the material placed in the middle of the material bearing box 2 is granite or granite soil mass.

[0020] The present invention adopting the above technical solutions has the following beneficial effects compared with the prior art: It should be known that in the past, the above two modes were in conflict, but with this patent, the two loads can be achieved simultaneously. There is a spring during oscillation and it can be fixed during extrusion, solving the problems of the current technology. Brief Description of the Drawings

[0021] In order to further illustrate the present invention, the following is further described in conjunction with the drawings:

[0022] Figure 1 Perspective structural view of the invention;

[0023] Figure 2 Schematic structural view of the invention;

[0024] Figure 3 Schematic partial structural view of the invention;

[0025] Figure 4 Schematic partial structural view of the track of the invention;

[0026] Wherein: 1. Bottom base box; 2. Material carrying box; 3. Vertical load applying device; 4. Load bearing plate; 5. Oscillation load providing plate; 6. Oscillation load providing device; 7. Pushing slider; 8. Pushing hole; 9. Pulling gap; 10. Material carrying plate; 11. Oscillation spring; 12. Oscillation load providing spring; 13. Track gap; 14. Plate fixing hole; 15. Box fixing hole; 16. Track; 17. Oscillation state fixing hole. Specific embodiments

[0027] The following further clarifies the present invention in conjunction with the accompanying drawings and specific embodiments. It should be understood that the following specific embodiments are only used to illustrate the present invention and not to limit the scope of the present invention. In the description of the present invention, it should be noted that the orientation or positional relationship indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", "top", "bottom", etc. is based on the orientation or positional relationship shown in the accompanying drawings, and is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of the present invention. In addition, unless otherwise clearly defined and limited, the terms "installation", "connection", and "connection" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be directly connected, or indirectly connected through an intermediate medium, and it can be the communication inside two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0028] It should be noted that in this text, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms "comprising", "including" or any other variant thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device comprising a series of elements not only includes those elements, but also includes other elements not expressly listed, or also includes elements inherent to such process, method, article or device.

[0029] This patent provides multiple parallel solutions. The different expressions belong to improved solutions or parallel solutions based on the basic solution. Each solution has its own unique features. In addition, the technical features involved in different embodiments of the present invention described below can be combined with each other as long as they do not conflict with each other. The fixing methods not described in the text can be any one of screw fixing, bolt fixing or glue bonding, etc.

[0030] Embodiment 1: Combining all the drawings; A device for vibrating and crushing a fully weathered granite soil body, characterized in that the device comprises a bottom base box 1, and the bottom base box 1 is square;

[0031] The bottom base box 1 is symmetrically provided with a pull-out gap 9, a track 16 is arranged in the pull-out gap 9, and a push slider 7 capable of moving along the track 16 is further included. A push hole 8 is included on the push slider 7, an oscillation load providing device 6 is arranged on the push slider 7, an oscillation load providing spring 12 is arranged on the power shaft of the oscillation load providing device 6, and an oscillation load providing plate 5 is above the oscillation load providing spring 12; By pulling the push slider 7 in and out, the position of the oscillation load providing device 6 can be adjusted;

[0032] The four peripheral edges of the bottom base box 1 include a circle of oscillation springs (11), a material bearing plate 10 is fixed above the oscillation springs (11), the material bearing plate 10 is the bottom plate of the material bearing box 2, and materials can be placed in the middle of the material bearing box 2; A vertical load applying device 3 capable of applying a pressure load to the material bearing box 2 is further included. The vertical load applying device 3 is arranged downward and extends with a load bearing plate 4, and the load bearing plate 4 can extrude the materials in the material bearing box 2;

[0033] A plate fixing hole 14 is arranged on the material bearing plate 10, a box fixing hole 15 is arranged on the bottom base box 1, and the plate fixing hole 14 and the box fixing hole 15 can be aligned and fixed relative to each other by inserting bolts.

[0034] The substantial technical effects achieved by the technical solution here and its implementation process, that is, the basic function, are as follows:

[0035] It includes the following two modes:

[0036] The first one: The test device includes an oscillating load state. In this state, the pushing slider 7 is pushed into the drawing gap 9. The oscillating load makes the plate 5 closely adhere to the material bearing plate 10, and the oscillating load providing device 6 is started. The vertical oscillating load can oscillate the materials in the material bearing box 2. At this time, the plate fixing hole 14 and the box fixing hole 15 are disengaged from the relative fixation, and at this time, the oscillating spring (11) provides auxiliary vibration.

[0037] The second one: The test device includes a direct pressure state. In this state, at this time, the plate fixing hole 14 and the box fixing hole 15 are fixed by bolts. At this time, the load bearing plate 4 provides a pressure load downward to conduct a crushing experiment.

[0038] The substantial technical effects achieved by the technical solution here and its implementation process, that is, the basic functions, are as follows: It should be noted that in the past, the above two modes were conflicting, but with this patent, the two loads can be achieved simultaneously. There is a spring during oscillation and it can be fixed during extrusion.

[0039] Embodiment 2: As a further improvable solution or a parallel solution or an alternative independent solution, the load bearing plate 4 fits the inner wall of the material bearing box 2. The substantial technical effects achieved by the technical solution here and its implementation process, that is, the basic functions, are as follows: The extrusion effect is better.

[0040] Embodiment 3: As a further improvable solution or a parallel solution or an alternative independent solution, the pushing slider 7 is provided with an oscillation state fixing hole 17, and the wall corresponding to the drawing gap 9 includes a box fixing hole 15. The pushing slider 7 can be relatively fixed by passing bolts through the oscillation state fixing hole 17 and the box fixing hole 15. The substantial technical effects achieved by the technical solution here and its implementation process, that is, the basic functions, are as follows: It will not move randomly after being fixed, and the oscillation effect is better.

[0041] Embodiment 4: As a further improvable solution or a parallel solution or an alternative independent solution, the pushing slider 7 is pulled out under the direct pressure state.

[0042] Embodiment 5: As a further improvable solution or a parallel solution or an alternative independent solution, the track 16 is a T-shaped track.

[0043] Embodiment 6: As a further improvable solution or a parallel solution or an alternative independent solution, the vertical load applying device 3 is a hydraulic device. The oscillating load providing device 6 is an oscillating motor. The material placed in the middle of the material bearing box 2 is granite or granite soil body.

[0044] It is possible to study the fragmentation characteristics of soil under complex loads (dynamic and static), overcoming the defect that existing particle fragmentation devices can only be controlled by displacement or pressure, which is of great significance for the study of the fragmentation characteristics of easily fragmented soils (such as completely weathered granite, crushed brick miscellaneous fill, etc.). Pioneeringly, the above effects exist independently and can also be combined by a set of structures to achieve the above results.

[0045] It should be noted that the multiple solutions provided by this patent include the basic solutions of themselves, which are independent of each other and do not restrict each other. However, they can also be combined with each other without conflict to achieve the co-realization of multiple effects.

[0046] The above shows and describes the basic principles, main features and advantages of the present invention. Those skilled in the art should understand that the present invention is not limited by the above embodiments. What is described in the above embodiments and the specification only illustrates the principles of the present invention. Without departing from the spirit and scope of the present invention, the present invention will have various changes and improvements, and these changes and improvements all fall within the scope of the claimed invention.

Claims

1. An apparatus for a vibration crushing test of a completely weathered granite soil mass, characterized in that, The device includes a bottom base box (1), and the bottom base box (1) is square; The bottom base box (1) is symmetrically provided with a pull-out gap (9), a track (16) is arranged in the pull-out gap (9), and a push slider (7) capable of moving along the track (16) is further included. A push hole (8) is included on the push slider (7), a shock load providing device (6) is arranged on the push slider (7), a shock load providing spring (12) is arranged on the power shaft of the shock load providing device (6), and a shock load providing plate (5) is above the shock load providing spring (12); by pulling the push slider (7) in and out, the position of the shock load providing device (6) can be adjusted; The four peripheral edges of the bottom base box (1) include a circle of shock springs (11), a material bearing plate (10) is fixed above the shock springs (11), the material bearing plate (10) is the bottom plate of a material bearing box (2), and materials can be placed in the middle of the material bearing box (2); a vertical load applying device (3) capable of providing a pressure load to the material bearing box (2) is further included, the vertical load applying device (3) is arranged downward and extends a load bearing plate (4), and the load bearing plate (4) can extrude the materials in the material bearing box (2); Plate fixing holes (14) are arranged on the material bearing plate (10), box fixing holes (15) are arranged on the bottom base box (1), and the plate fixing holes (14) and the box fixing holes (15) can be aligned and bolts can be inserted to relatively fix them.

2. The device for the vibration crushing test of a completely weathered granite soil mass according to claim 1, characterized in that, The load bearing plate (4) fits the inner wall of the material bearing box (2).

3. The device for the shaking and crushing test of completely weathered granite soil mass according to claim 1, characterized in that, The test device includes a shock load state. In this state, the push slider (7) is pushed into the pull-out gap (9), the shock load providing plate (5) closely adheres to the material bearing plate (10), the shock load providing device (6) is started, and the vertical shock load can shock the materials in the material bearing box (2); at this time, the plate fixing holes (14) and the box fixing holes (15) are disengaged from relative fixation, and at this time the shock springs (11) provide auxiliary vibration.

4. The device for the vibration crushing test of completely weathered granite soil mass according to claim 1, characterized in that, The test device includes a direct pressure state. In this state, at this time the plate fixing holes (14) and the box fixing holes (15) are fixed by bolts, and at this time the load bearing plate (4) provides a pressure load downward for a crushing experiment.

5. The device for the shaking and crushing test of completely weathered granite soil mass according to claim 3, characterized in that, Shock state fixing holes (17) are arranged on the push slider (7), and box fixing holes (15) are included on the wall corresponding to the pull-out gap (9). The push slider (7) can be relatively fixed by bolts passing through the shock state fixing holes (17) and the box fixing holes (15).

6. The device for the shaking and crushing test of completely weathered granite soil mass according to claim 4, characterized in that, The push slider (7) is pulled out in the direct pressure state.

7. The device for vibration crushing test of completely weathered granite soil body according to claim 4, characterized in that, The track (16) is a T-shaped track.

8. The device for the shaking and crushing test of a fully weathered granite soil mass according to claim 1, characterized in that, The vertical load applying device (3) is a hydraulic device.

9. The device for the shaking and crushing test of a completely weathered granite soil body according to claim 1, characterized in that, The shock load providing device (6) is a shock motor.

10. The device for the shaking and crushing test of a completely weathered granite soil mass as described in claim 1, wherein The materials placed in the middle of the material bearing box (2) are granite or granite soil mass.

Citation Information

Patent Citations

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