Geological and geotechnical investigation strength test device

By using an electric cutting saw in the geological geotechnical survey strength test device to cut rock samples and simulate the state of large rock wrapping, the problem of geotechnical samples deteriorating or cracking under unidirectional compression load in the prior art is solved, and the accuracy of the test is improved.

CN119804151APending Publication Date: 2025-04-11HAINAN HIGHWAY KANCHA DESIGN YUAN
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Patent Information

Application Number
CN202510037010.0
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-01-09
Publication Date
2025-04-11

AI Technical Summary

Technical Problem

When the existing geological geotechnical test equipment applies a one-way compression load to the geotechnical sample, it loses the squeeze pressure of the surrounding geotechnical sample, resulting in the possible deterioration or cracks of the geotechnical sample, and the measured compressive strength and deformation characteristics are inaccurate.

Method used

A geological geotechnical survey strength test device was designed, and the rock samples were cut into pieces using an electric cutting saw, and the rocks were simulated by clamping components and testing components to improve the accuracy of the test.

Benefits of technology

The design of the cut samples and clamping components improves the wrapping force of the rock samples during testing, ensuring the accuracy and reliability of the test results.

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Abstract

The invention relates to the technical field of geotechnical investigation, and particularly discloses a geological geotechnical investigation strength test device which comprises a bearing assembly, a clamping assembly and a test assembly, the bearing assembly comprises a base plate, one side of the base plate is fixedly connected with a cross beam, one side of the cross beam is fixedly connected with a bearing plate, the test assembly comprises a sliding plate, and the sliding plate slides in a sliding block on one side of the base plate in a reciprocating mode. An air cylinder is installed on one side of the base plate and used for driving a sliding plate to horizontally move in a reciprocating mode, one side of the sliding plate is fixedly connected with an installation plate, a strength tester is installed on the installation plate, two transverse rods are fixedly connected with one side of the installation plate, and an electric cutting saw is installed between the two transverse rods. According to the geological and geotechnical investigation strength testing device, a rock sample is cut into pieces through the electric cutting saw, the piece-shaped rock sample is located in the barrel wall ring, in this way, during testing, the barrel wall ring has wrapping force on the rock sample, in this way, a simulated rock is wrapped by a large rock block, and the accuracy is improved in the testing process.
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Description

Technical Field

[0001] The invention relates to the technical field of rock and soil strength testing, and in particular to a geological rock and soil exploration strength testing device. Background Art

[0002] The strength of rock and soil needs to be tested in geological surveys. Rock and soil strength testing is a key link in engineering geological surveys. It provides important data support for civil engineering, geological engineering, mining engineering and other fields. When the existing geological and geotechnical testing equipment tests rock and soil, it first samples the rock and soil, then applies a unidirectional compression load to the sampled rock and soil to measure the compressive strength and deformation characteristics of the rock. However, when a unidirectional compression load is applied to the rock and soil sample, the rock and soil sample loses the squeezing force of the surrounding rock and soil. The rock and soil sample may have deteriorated or cracked. If a unidirectional compression load is applied again, the measured compressive strength and deformation characteristics of the rock are not accurate. Summary of the invention

[0003] The purpose of the present invention is to solve the shortcomings of the prior art and to propose a geological rock and soil exploration strength test device, thereby solving the problems existing in the prior art.

[0004] In order to achieve the above object, the present invention adopts the following technical solutions:

[0005] A geological and geotechnical exploration strength test device comprises a supporting assembly, a clamping assembly and a testing assembly. The supporting assembly comprises a base plate, one side of the base plate is fixedly connected to a cross beam, one side of the cross beam is fixedly connected to a supporting plate, the testing assembly comprises a slide plate, the slide plate slides back and forth in a slider on one side of the base plate, a cylinder is installed on one side of the base plate, the cylinder is used to drive the slide plate to reciprocate horizontally, one side of the slide plate is fixedly connected to a mounting plate, a strength tester is installed on the mounting plate, one side of the mounting plate is fixedly connected to two cross bars, an electric cutting saw is installed between the two cross bars.

[0006] Preferably, the clamping assembly includes two vertical plates, each of which is provided with a first vertical guide groove on one side, a first slider is slidably connected in each first vertical guide groove, one side of the first slider is slidably connected to the first sliding rod, one end of the first sliding rod is provided with a first clamping plate, one side of the first slider is provided with a first electric telescopic rod, the first electric telescopic rod is used to drive the first sliding rod to reciprocate horizontally, and a first electric lifting rod is provided in the first vertical guide groove, the first electric lifting rod is used to drive the first slider to reciprocate up and down.

[0007] Preferably, each vertical plate is provided with a second vertical guide groove on one side, and a second slider is slidably connected in each second vertical guide groove, and one side of the second slider is slidably connected to a second sliding rod, and a second clamping plate is provided at one end of the second sliding rod, and a second electric telescopic rod is provided on one side of the second slider, and the second electric telescopic rod is used to drive the second sliding rod to reciprocate horizontally, and a second electric lifting rod is provided in the second vertical guide groove, and the second electric lifting rod is used to drive the second slider to reciprocate up and down.

[0008] Preferably, the clamping assembly is used to clamp a sampling barrel, the sampling barrel comprises a barrel bottom plate, a plurality of barrel wall rings are stacked on the barrel bottom plate, the barrel wall rings are tightened and fixed by threaded tie rods, and a locking nut is threadedly connected to the threaded tie rods.

[0009] Preferably, a placement groove is provided on the cross bar, a fixed beam is placed in the placement groove, a flat plate is installed on the fixed beam, a suspension rod is fixedly connected to the fixed beam, a socket is provided on one side of the suspension rod, one side of the first slider is fixedly connected to an "L"-shaped bracket, and one side of the bracket is fixedly connected to the plug rod.

[0010] The advantages of the present invention are as follows: the geological and rock exploration strength test device provided by the present invention cuts rock samples into slices by an electric cutting saw, and the sliced ​​rock samples are located in the barrel wall ring. In this way, during the test, the barrel wall ring has a wrapping force on the rock sample, thereby simulating the rock being wrapped in a large piece of rock, and improving the accuracy during the test. BRIEF DESCRIPTION OF THE DRAWINGS

[0011] Figure 1 It is a basic structural schematic diagram of the present invention;

[0012] Figure 2 yes Figure 1 The enlarged view at N;

[0013] Figure 3 yes Figure 1 A magnified view of the M part;

[0014] Figure 4 It is a basic structural diagram of the sampling barrel;

[0015] Figure 5 It is a schematic diagram of the structure of the test component;

[0016] Figure 6 It is a usage state diagram of the present invention;

[0017] Figure 7 yes Figure 6 Enlarged view of part A. DETAILED DESCRIPTION

[0018] In order to make the purpose, technical solution and advantages of the present invention more clearly understood, the present invention is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not intended to limit the present invention.

[0019] Example 1

[0020] like Figure 1-Figure 5 As shown, this embodiment discloses a geological and geotechnical exploration strength test device, including a supporting component, a clamping component and a testing component, the supporting component is used to support a sampling barrel, the clamping component is used to clamp the sampling barrel, and the testing component is used to cut the geotechnical samples in the sampling barrel into layers, and then pressure test different samples in turn.

[0021] Specifically, in this embodiment, the supporting assembly includes a base plate 31 , the base plate 31 is vertically arranged, one side of the base plate 31 is fixedly connected to a cross beam 33 , the cross beam 33 is horizontally arranged, one side of the cross beam 33 is fixedly connected to the supporting plate 6 .

[0022] The clamping assembly includes two vertical plates 1, which are arranged in parallel. A first vertical guide groove 11 is provided on one side of each vertical plate 1. A first slider 12 is slidably connected in each first vertical guide groove 11. The first slider 12 is an "I"-shaped slider, which can ensure that the first slider 12 slides back and forth up and down in the first vertical guide groove 11 without falling off. One side of the first slider 12 is slidably connected to a first slide rod 14, and a first clamping plate 16 is installed at one end of the first slide rod 14. A first electric telescopic rod 15 is installed on one side of the first slider 12. The first electric telescopic rod 15 is used to drive the first slide rod 14 to reciprocate horizontally. A first electric lifting rod 13 is installed in the first vertical guide groove 11. The first electric lifting rod 13 is used to drive the first slider 12 to reciprocate up and down. A second vertical guide groove 17 is provided on one side of each vertical plate 1, and a second slider 18 is slidably connected in each second vertical guide groove 17. The second slider 18 is an "I"-shaped slider, which can ensure that the second slider 18 slides back and forth up and down in the second vertical guide groove 17 without falling off. One side of the second slider 18 is slidably connected to the second slide bar 110, and a second clamping plate 112 is installed at one end of the second slide bar 110. A second electric telescopic rod 111 is installed on one side of the second slider 18. The second electric telescopic rod 111 is used to drive the second slide bar 110 to reciprocate horizontally. A second electric lifting rod 19 is installed in the second vertical guide groove 17, and the second electric lifting rod 19 is used to drive the second slider 18 to reciprocate up and down.

[0023] The clamping assembly is used to clamp the sampling barrel 2, which contains rock and soil samples. The sampling barrel 2 includes a barrel bottom plate 23, on which a plurality of barrel wall rings 20 are stacked and arranged. The barrel wall rings 20 are tightened and fixed by threaded tie rods 21. The barrel wall rings 20 are provided with threaded holes with corresponding meanings. The threaded tie rods 21 pass through the threaded holes in sequence, so that the barrel wall rings 20 are stacked and arranged as a whole. The threaded tie rods 21 are threadedly connected with locking nuts 22, and the barrel wall rings 20 are locked and fixed by the locking nuts 22. When separating the barrel wall rings 20, the threaded tie rods 21 are rotated to separate the barrel wall rings 20 at the bottom.

[0024] The test assembly includes a slide plate 32, which slides back and forth in a slider on one side of a base plate 31. A cylinder 34 is installed on one side of the base plate 31. The cylinder 34 is used to drive the slide plate 32 to move back and forth horizontally. One side of the slide plate 32 is fixedly connected to a mounting plate 41. A strength tester 5 is installed on the mounting plate 41. The strength tester 5 is a hydraulic cylinder. This is a prior art and will not be described in detail here. One side of the mounting plate 41 is fixedly connected to two cross bars 40. An electric cutting saw 43 is installed between the two cross bars 40. The electric cutting saw 43 is a prior art and will not be described in detail here.

[0025] During use, the first clamping plate 16 is pushed by the first electric telescopic rod 15 to clamp the sampling barrel 2, and the rock sample in the sampling barrel 2 is located above the supporting plate 6. At this time, the lowest barrel wall ring 20 is released, and the second clamping plate 112 is pushed by the second electric telescopic rod 111 to clamp the lowest barrel wall ring 20. At the same time, the second sliding block 18 is driven downward by the second electric lifting rod 19. At this time, the second clamping plate 112 and the barrel wall ring 20 move downward at the same time, so that there is a gap between the barrel wall rings 20, and the sliding plate 32 is driven forward by the cylinder 34 to slide. During the advancement of the plate 32, the rock sample is cut into pieces by the electric cutting saw 43. After the cutting is completed, the first electric lifting rod 13 drives the first slide block 12 to move upward. As the slide plate 32 continues to move forward, when the strength tester 5 is located above the cut rock sample, the rock sample is tested by the strength tester 5. At this time, the rock sample is still in the barrel wall ring 20. In this way, during the test, the barrel wall ring 20 has a wrapping force on the rock sample, which simulates the rock being wrapped in a large piece of rock, and improves the accuracy during the test. In the above manner, the rock sample can be cut into multiple pieces, so that the sample can be tested, and the strength of the rock sample at different positions can be tested.

[0026] In order to prevent the upper end of the rock sample from falling out of the sampling bucket after cutting, a placement groove 47 is provided on the crossbar 40, in which a fixed beam 46 is placed, and a flat plate 45 is installed on the fixed beam 46, and a suspension rod 48 is fixedly connected to the fixed beam 46, and a plug hole is provided on one side of the suspension rod 48, and an "L"-shaped bracket 9 is fixedly connected to one side of the first slider 12, and an insertion rod 91 is fixedly connected to one side of the bracket 9. When the slide plate 32 continues to move forward, the insertion rod 91 can be inserted into the insertion hole, and when the sampling bucket rises with the first slider, the "L"-shaped bracket 9 drives the fixed beam 46 and the flat plate 45 to rise, so that the rock sample is supported from the bottom through the flat plate 45, so that the rock sample will not fall out of the sampling bucket.

[0027] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A geological and rock exploration strength test device, characterized in that: The invention comprises a supporting component, a clamping component and a testing component. The supporting component comprises a base plate (31). One side of the base plate (31) is fixedly connected to a cross beam (33). One side of the cross beam (33) is fixedly connected to a supporting plate (6). The testing component comprises a slide plate (32). The slide plate (32) slides back and forth in a slider on one side of the base plate (31). A cylinder (34) is installed on one side of the base plate (31). The cylinder (34) is used to drive the slide plate (32) to move back and forth horizontally. One side of the slide plate (32) is fixedly connected to a mounting plate (41). A strength tester (5) is installed on the mounting plate (41). One side of the mounting plate (41) is fixedly connected to two cross bars (40). An electric cutting saw (43) is installed between the two cross bars (40).

2. A geological and rock exploration strength test device according to claim 1, characterized in that: The clamping assembly comprises two vertical plates (1), each vertical plate (1) is provided with a first vertical guide groove (11) on one side, a first slider (12) is slidably connected in each first vertical guide groove (11), one side of the first slider (12) is slidably connected to a first slide bar (14), one end of the first slide bar (14) is provided with a first clamping plate (16), one side of the first slider (12) is provided with a first electric telescopic rod (15), the first electric telescopic rod (15) is used to drive the first slide bar (14) to move horizontally back and forth, and a first electric lifting rod (13) is provided in the first vertical guide groove (11), the first electric lifting rod (13) is used to drive the first slider (12) to move up and down back and forth.

3. A geological and rock exploration strength test device according to claim 2, characterized in that: A second vertical guide groove (17) is provided on one side of each vertical plate (1), and a second slider (18) is slidably connected in each second vertical guide groove (17). A second slider (18) is slidably connected to one side of the second slider (18). A second clamping plate (112) is provided at one end of the second slider (110). A second electric telescopic rod (111) is provided on one side of the second slider (18). The second electric telescopic rod (111) is used to drive the second slider (110) to move back and forth horizontally. A second electric lifting rod (19) is provided in the second vertical guide groove (17). The second electric lifting rod (19) is used to drive the second slider (18) to move back and forth up and down.

4. A geological and rock exploration strength test device according to claim 3, characterized in that: The clamping assembly is used to clamp a sampling barrel (2), wherein the sampling barrel (2) comprises a barrel bottom plate (23), a plurality of barrel wall rings (20) are stacked on the barrel bottom plate (23), the barrel wall rings (20) are tightened and fixed by a threaded tie rod (21), and a locking nut (22) is threadedly connected to the threaded tie rod (21).

5. A geological and rock exploration strength test device according to claim 4, characterized in that: The cross bar (40) is provided with a placement groove (47), a fixed beam (46) is placed in the placement groove (47), a flat plate (45) is installed on the fixed beam (46), a suspension rod (48) is fixedly connected to the fixed beam (46), a plug hole is provided on one side of the suspension rod (48), one side of the first sliding block (12) is fixedly connected to an "L"-shaped bracket (9), and one side of the bracket (9) is fixedly connected to an insertion rod (91).

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