CN221100337U - Geological rock soil investigation intensity test equipment - Google Patents
Geological rock soil investigation intensity test equipment Download PDFInfo
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- CN221100337U CN221100337U CN202323179753.7U CN202323179753U CN221100337U CN 221100337 U CN221100337 U CN 221100337U CN 202323179753 U CN202323179753 U CN 202323179753U CN 221100337 U CN221100337 U CN 221100337U
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- 239000011435 rock Substances 0.000 title claims abstract description 76
- 238000012360 testing method Methods 0.000 title claims abstract description 29
- 239000002689 soil Substances 0.000 title claims abstract description 24
- 238000011835 investigation Methods 0.000 title claims abstract description 15
- 238000001125 extrusion Methods 0.000 claims abstract description 43
- 230000007246 mechanism Effects 0.000 claims abstract description 11
- 238000001514 detection method Methods 0.000 abstract description 12
- 230000000694 effects Effects 0.000 abstract description 12
- 238000002474 experimental method Methods 0.000 abstract description 9
- 238000000034 method Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The application discloses geological geotechnical investigation strength test equipment, which belongs to the technical field of geological detection and comprises a bottom plate, wherein two groups of fixing rods are fixedly arranged at the top of the bottom plate, a placing table is fixedly arranged between the two groups of fixing rods at the top of the bottom plate, a pressure sensor is fixedly arranged in the placing table, an anti-slip pad is fixedly arranged at the top of the placing table, and ejector rods are fixedly arranged at the top ends of the two groups of fixing rods; according to the application, the rock to be detected is placed at the top of the placing table, the two groups of electric push rods drive the extrusion plates to fix the two sides of the rock according to the size of the rock, the anti-slip pad improves the fixing effect on the rock, the hydraulic rods drive the extrusion mechanism to extrude the rock, the pressure sensor is used for pressure detection, pressure detection data recording is carried out, the electric push rods drive the extrusion plates to clamp and adjust the rock with different sizes in experiment, the position deviation in rock soil experiment is avoided as much as possible, and the clamping effect on the rock in experiment is greatly improved.
Description
Technical Field
The application relates to the technical field of geological detection, in particular to geological rock soil investigation strength test equipment.
Background
Rock and soil are collectively referred to as any one of the rock and soil that make up the crust from an engineering construction standpoint. The rock-soil can be subdivided into five main categories of hard (hard rock), sub-hard (soft rock), soft and weakly-linked, loose and non-linked and has special components, structures, states and properties, and the purpose of the rock-soil investigation is to provide engineering geological basis for basic design and construction of the construction drawing stage of the planned building, and to provide schemes for the utilization, improvement and transformation of the foundation soil of the field according to the engineering characteristics of the planned building and the engineering geological conditions of the foundation soil, and to analyze and demonstrate the technical and economic aspects of the scheme.
In the patent document of publication number CN210513913U, a geology ground reconnaissance intensity test device is provided, when carrying out intensity test to the ground to current intensity test device, can not carry out the centre gripping to the ground voluntarily and fix, the problem that the manual clamping is wasted time and energy, the present proposal is following, and it includes the base that its top fixed mounting has two curb plates, and the top fixed mounting of two curb plates has same roof, and the top fixed mounting of roof has the pneumatic cylinder, and the transmission is connected with compression axle on the output shaft of pneumatic cylinder, and the slide hole has all been seted up to one side that two curb plates are close to each other, and equal slidable mounting has the movable plate in two slide holes, and one side that two movable plates are close to each other all is equipped with the grip block. The strength test device is reasonable in structure and convenient to operate, can automatically clamp and fix the rock and soil when the strength test device is used for testing the strength of the rock and soil, saves time and labor, and does not cause offset position during the rock and soil test.
In practical use, the device has variability in size, width and volume of different rocks for experiments, so that clamping adjustment cannot be well carried out according to the experimental rocks, offset positions possibly appear in the rock-soil test, and therefore the clamping effect on the rocks with different sizes is required to be improved in the test, and therefore geological rock-soil investigation strength test equipment is provided.
Disclosure of utility model
Aiming at the defects of the prior art, the application provides geological rock and soil investigation strength test equipment, overcomes the defects of the prior art, and aims to solve the problem that the clamping effect on rocks with different sizes is to be improved in the test because the offset position possibly occurs in the rock and soil test due to the fact that the clamping adjustment cannot be well carried out according to the experimental rocks.
In order to achieve the above purpose, the present application provides the following technical solutions: the geological geotechnical investigation strength test equipment comprises a bottom plate, wherein two groups of fixing rods are fixedly arranged at the top of the bottom plate, a placing table is fixedly arranged between the two groups of fixing rods at the top of the bottom plate, a pressure sensor is fixedly arranged in the placing table, an anti-slip pad is fixedly arranged at the top of the placing table, a top rod is fixedly arranged at the top of the two groups of fixing rods, a hydraulic rod is fixedly arranged at the top end of the top rod, and a detachable extrusion mechanism is fixedly arranged at the inner solid bottom of the top rod in a penetrating manner at the telescopic end of the hydraulic rod; two groups of fixed levers set up one side relatively and have all set firmly electric putter, two groups electric putter output has all set firmly the stripper plate.
Through adopting above-mentioned technical scheme, through placing the rock that will wait to detect in placing the top of platform, two sets of electric putter drive stripper plate are fixed the both sides of rock according to the size of rock, the slipmat has improved the fixed effect to the rock, hydraulic stem drive extrusion mechanism extrudes the rock, pressure sensor carries out pressure detection, carry out pressure detection data record, it can fine carry out the centre gripping adjustment to the rock homoenergetic of equidimension when the experiment to drive the stripper plate through electric putter, the position deviation when avoiding the rock soil test as far as possible has improved the centre gripping effect to the rock when the experiment greatly.
As a preferable technical scheme of the application, the detachable extrusion mechanism comprises an internal thread seat, wherein the internal thread seat is fixedly arranged at the telescopic end of the hydraulic rod, and the bottom of the internal thread seat is in threaded connection with an extrusion block.
Through adopting above-mentioned technical scheme, because extruded in-process, can have the ground to be stained with the bottom surface of extrusion piece and the top surface of slipmat and the side of stripper plate, because the face of being stained with of slipmat and stripper plate is all more easily looked into, be convenient for the clearance, and the extrusion piece is stained with in the bottom surface, is inconvenient for look over, leads to being inconvenient for the clearance, through internal thread seat and extrusion piece threaded connection, dismantles the extrusion piece alright convenient alignment and clear up, the practicality when having improved the use.
As a preferable technical scheme of the application, a splash-proof box is arranged on the periphery of the bottom plate, the inner bottom wall of the splash-proof box is fixedly arranged with the bottom wall of the bottom plate, a door is hinged to one side of the splash-proof box, and a door lock is fixedly arranged in the door.
Through adopting above-mentioned technical scheme, after the rock that waits to detect through fixing, it is fixed with chamber door and splashproof case through the lock, when the internal thread seat extrudees the rock, avoided the rock to the greatest extent to appear the circumstances that little stone splashes at extruded in-process.
As a preferable technical scheme of the application, the outer surface of the box door is fixedly provided with an observation window.
Through adopting above-mentioned technical scheme, observe when being convenient for the user to rock extrusion through the observation window.
As a preferable technical scheme of the application, the bottom end of the bottom plate is rotatably provided with four groups of universal wheels.
Through adopting above-mentioned technical scheme, when this equipment is removed to needs, through the convenient to use person's of universal wheel laborsaving removal this device.
As a preferable technical scheme of the application, a fixed block is fixedly arranged on one side of the universal wheel, a screw is connected with the inner thread of the fixed block, and a supporting block is fixedly connected with the bottom end of the screw.
Through adopting above-mentioned technical scheme, through before this equipment work, rotate the screw rod and make to support the piece and contradict with ground, improved the stability of this equipment during operation.
The application has the beneficial effects that:
1. Through placing the rock that waits to detect in the top of placing the platform, two sets of electric putter drive stripper plates are fixed the both sides of rock according to the size of rock, and the slipmat has improved the fixed effect to the rock, and the hydraulic stem drives extrusion mechanism and extrudes the rock, and pressure sensor carries out pressure detection, carries out pressure detection data record, drives the stripper plate through electric putter and can both fine centre gripping adjustment to the rock of equidimension when experimental, and the position deviation when avoiding the rock soil test as far as possible has improved the centre gripping effect to the rock when experimental greatly.
2. Because extruded in-process, can have ground to be stained with the bottom surface of extrusion piece and the top surface of slipmat and the side of stripper plate, because the face of being stained with of slipmat and stripper plate is all more easily looked into, be convenient for clear up, and the extrusion piece is stained with in the bottom surface, is inconvenient for look over, leads to being inconvenient for to clear up, through internal thread seat and extrusion piece threaded connection, dismantles the extrusion piece alright convenient alignment and clear up, the practicality when having improved the use.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present application;
FIG. 2 is an enlarged schematic view of the structure of FIG. 1A;
Fig. 3 is a schematic diagram of the front structure of the present application.
In the figure: 1. a bottom plate; 2. a fixed rod; 3. a placement table; 4. a pressure sensor; 5. an anti-slip pad; 6. a push rod; 7. a hydraulic rod; 8. an internal thread seat; 9. extruding a block; 10. an electric push rod; 11. an extrusion plate; 12. a splash-proof box; 13. a door; 14. a door lock; 15. an observation window; 16. a universal wheel; 17. a fixed block; 18. a screw; 19. and (5) abutting the block.
Detailed Description
The following description of the embodiments of the present application will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present application, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the application without making any inventive effort, are intended to be within the scope of the application.
Referring to fig. 1-3, a geological rock soil investigation intensity test device comprises a base plate 1, two groups of fixing rods 2 are fixedly arranged at the top of the base plate 1, electric push rods 10 are fixedly arranged on one sides of the two groups of fixing rods 2 in a relative mode, extrusion plates 11 are fixedly arranged at the output ends of the two groups of electric push rods 10, a placing table 3 is fixedly arranged between the two groups of fixing rods 2 at the top of the base plate 1, a pressure sensor 4 is fixedly arranged in the placing table 3, an anti-slip mat 5 is fixedly arranged at the top of the placing table 3, a push rod 6 is fixedly arranged at the top of the two groups of fixing rods 2, a hydraulic rod 7 is fixedly arranged at the top of the push rod 6, and a detachable extrusion mechanism is fixedly arranged at the inner bottom of the push rod 6 in a penetrating mode at the telescopic end of the hydraulic rod 7. The periphery of the bottom plate 1 is provided with a splash-proof box 12, and the inner bottom wall of the splash-proof box 12 is fixedly installed with the bottom wall of the bottom plate 1, one side of the splash-proof box 12 is hinged with a door 13, and the inside of the door 13 is fixedly installed with a door lock 14.
Through placing the rock that waits to detect in the top of placing the platform 3, two sets of electric putter 10 drive stripper plate 11 are fixed the both sides of rock according to the size of rock, slipmat 5 has improved the fixed effect to the rock, hydraulic stem 7 drives extrusion mechanism and extrudes the rock, pressure sensor 4 carries out pressure detection, carry out pressure detection data record, drive stripper plate 11 through electric putter 10 and can fine carry out the centre gripping adjustment to the rock homoenergetic of equidimension when experimental, position deviation when avoiding the rock soil test as far as possible, the centre gripping effect to the rock when having improved the experiment greatly. After rock to be detected is fixed, the door 13 and the splash-proof box 12 are fixed through the door lock 14, and when the internal thread seat 8 extrudes the rock, the condition that small rocks splash in the extrusion process of the rock is avoided as much as possible.
Referring to fig. 1-3, the detachable extrusion mechanism comprises an internal thread seat 8, wherein the internal thread seat 8 is fixedly arranged at the telescopic end of the hydraulic rod 7, and an extrusion block 9 is connected with the bottom of the internal thread seat 8 in a threaded manner. The outer surface of the box door 13 is fixedly provided with an observation window 15. One side of the universal wheel 16 is fixedly provided with a fixed block 17, the inside of the fixed block 17 is connected with a screw 18 in a threaded manner, and the bottom end of the screw 18 is fixedly connected with a supporting block 19; because the in-process of extrusion, probably have ground to be stained with the bottom surface of extrusion piece 9 and the top surface of slipmat 5 and the side of stripper plate 11, because the face of being stained with of slipmat 5 and stripper plate 11 is all more easily looked into, be convenient for the clearance, and extrusion piece 9 is stained with in the bottom surface, is inconvenient for look over, leads to being inconvenient for the clearance, through internal thread seat 8 and extrusion piece 9 threaded connection, dismantle extrusion piece 9 alright be convenient alignment clear up, practicality when having improved the use. The observation of the rock by the user is facilitated by the observation window 15. By rotating the screw 18 to bring the abutment 19 into abutment with the ground before the device is in operation, the stability of the device is improved during operation.
Referring to fig. 2, four sets of universal wheels 16 are rotatably mounted at the bottom end of the base plate 1; the user is facilitated to move the device in a labor-saving manner by the universal wheel 16 when it is desired to move the device.
Working principle: through placing the rock to be detected at the top of the placing table 3, the two groups of electric push rods 10 drive the extrusion plate 11 to fix the two sides of the rock according to the size of the rock, the anti-slip pad 5 improves the fixing effect on the rock, the hydraulic rod 7 drives the extrusion mechanism to extrude the rock, the pressure sensor 4 performs pressure detection and performs pressure detection data recording, the electric push rods 10 drive the extrusion plate 11 to clamp and adjust the rocks with different sizes in experiment, so that the position deviation in rock soil test is avoided as much as possible, the clamping effect on the rock in experiment is greatly improved, and due to the fact that rock soil possibly adheres to the bottom surface of the extrusion block 9, the top surface of the anti-slip pad 5 and the side surface of the extrusion plate 11 in the extrusion process, the sticky surfaces of the anti-slip pad 5 and the extrusion plate 11 are easy to see, the sticky surfaces of the extrusion block 9 are convenient to clean, the sticky surfaces are inconvenient to view, the sticky surfaces are inconvenient to clean, the connection between the internal thread seat 8 and the extrusion block 9 is difficult to clean, the sticky surfaces can be convenient to clean in alignment during use, and the practicality in use is improved;
After the rock to be detected is fixed, the door 13 and the splash-proof box 12 are fixed through the door lock 14, when the internal thread seat 8 extrudes the rock, the condition that small rocks splash in the extrusion process of the rock is avoided as much as possible, and the observation window 15 is convenient for a user to observe the rock during extrusion;
Meanwhile, when the equipment needs to be moved, the device is convenient for a user to move in a labor-saving way through the universal wheel 16;
In addition, by rotating the screw 18 to make the abutment 19 abut against the ground before the device is operated, the stability of the device is improved when the device is operated.
The foregoing description is only a preferred embodiment of the present application, and the present application is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present application has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application should be included in the protection scope of the present application.
Claims (6)
1. The utility model provides a geological rock soil investigation intensity test equipment, includes bottom plate (1), its characterized in that, the top fixed mounting of bottom plate (1) has two sets of dead levers (2), the top of bottom plate (1) is located two sets of dead levers (2) between fixed mounting place platform (3), the inside fixed mounting of placing platform (3) has pressure sensor (4), the top fixed mounting of placing platform (3) has slipmat (5), two sets of the top fixed mounting of dead levers (2) has ejector pin (6), the top fixed mounting of ejector pin (6) has hydraulic stem (7), the flexible end of hydraulic stem (7) wears to establish the inside fixed bottom of ejector pin (6) is installed and is dismantled extrusion mechanism; two sets of dead lever (2) set firmly electric putter (10) relative one side all sets up, two sets of electric putter (10) output all has set firmly stripper plate (11).
2. The geological geotechnical investigation strength test device according to claim 1, wherein the detachable extrusion mechanism comprises an internal thread seat (8), the internal thread seat (8) is fixedly installed at the telescopic end of the hydraulic rod (7), and an extrusion block (9) is connected with the bottom thread of the internal thread seat (8).
3. The geological rock investigation intensity test device according to claim 1, characterized in that a splash proof box (12) is arranged on the periphery of the bottom plate (1), an inner bottom wall of the splash proof box (12) is fixedly installed with the bottom wall of the bottom plate (1), a box door (13) is hinged to one side of the splash proof box (12), and a door lock (14) is fixedly installed inside the box door (13).
4. A geological geotechnical investigation intensity test device according to claim 3, characterized in that the outer surface of the box door (13) is fixedly provided with an observation window (15).
5. A geological geotechnical investigation intensity test device according to claim 1, characterized in that the bottom end of the base plate (1) is rotatably mounted with four sets of universal wheels (16).
6. The geological rock investigation intensity test device according to claim 5, characterized in that a fixed block (17) is fixedly arranged on one side of the universal wheel (16), a screw (18) is connected with the internal thread of the fixed block (17), and a supporting block (19) is fixedly connected with the bottom end of the screw (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323179753.7U CN221100337U (en) | 2023-11-24 | 2023-11-24 | Geological rock soil investigation intensity test equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323179753.7U CN221100337U (en) | 2023-11-24 | 2023-11-24 | Geological rock soil investigation intensity test equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221100337U true CN221100337U (en) | 2024-06-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323179753.7U Active CN221100337U (en) | 2023-11-24 | 2023-11-24 | Geological rock soil investigation intensity test equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221100337U (en) |
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2023
- 2023-11-24 CN CN202323179753.7U patent/CN221100337U/en active Active
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