Anti-collapse device for geological exploration

Abstract

The utility model relates to the technical field of geological exploration, and discloses a geological exploration anti-collapse device which comprises a first bottom stand column, a second bottom stand column is arranged on the right side of the first bottom stand column, and a third bottom stand column and a fourth bottom stand column are arranged in front of the second bottom stand column and the first bottom stand column respectively. First inner baffles are installed on the inner walls of the first bottom stand column and the second bottom stand column, second inner baffles are installed on the inner walls of the second bottom stand column and the third bottom stand column, and third inner baffles are installed on the inner walls of the third bottom stand column and the fourth bottom stand column. When soil makes contact with an outer baffle, the outer baffle and a second fixing block can move towards the middle, at the moment, a movable rod moves on a limiting rod, the movable rod extrudes a buffer spring, the impact force of the soil is buffered through the elastic force of the buffer spring, and then the problem that certain impact force is generated when the soil collapses is solved; and the impact force can directly hit the geological exploration anti-collapse device, and seriously, the geological exploration anti-collapse device can be damaged.

Description

Technical Field

[0001] The utility model relates to the technical field of geological exploration, in particular to a geological exploration anti-collapse device. Background Art

[0002] Geological exploration is a survey and research activity that uses various means and methods to survey and detect geology, determine the appropriate bearing layer, determine the foundation type based on the bearing capacity of the bearing layer, and calculate the foundation parameters. It is to investigate and study the geological conditions of rocks, strata, structures, minerals, hydrology, landforms, etc. in a certain area in order to find out the quality and quantity of minerals and the technical conditions for mining and utilization, and provide the mineral reserves and geological data required for mine construction design.

[0003] During geological exploration, a pit will be dug on the ground and geological exploration will be carried out in the pit. However, the soil on both sides of the pit will collapse. The collapse of the soil will have a certain impact force, which will directly hit the geological exploration anti-collapse device, and in serious cases will cause damage to the geological exploration anti-collapse device. Utility Model Content

[0004] In view of the deficiencies in the prior art, the utility model provides a geological exploration anti-collapse device, which has the advantages of strong practicability and good stability, and solves the problems raised by the above-mentioned background technology.

[0005] The utility model provides the following technical scheme: a geological exploration anti-collapse device comprises a bottom column one, a bottom column two is arranged on the right side of the bottom column one, a bottom column three and a bottom column four are arranged in front of the bottom column two and the bottom column one respectively, an inner baffle plate one is installed on the inner walls of the bottom column one and the bottom column two, an inner baffle plate two is installed on the inner walls of the bottom column two and the bottom column three, an inner baffle plate three is installed on the inner walls of the bottom column three and the bottom column four, an inner baffle plate four is installed on the inner walls of the bottom column four and the bottom column one, the outer edges of the inner baffle plates one, two, three and four are fixedly equipped with buffer mechanisms, and the outer walls of the buffer mechanisms are fixedly equipped with outer baffles.

[0006] As a preferred technical solution of the utility model, the bottom column one, inner baffle plate one, bottom column two, inner baffle plate two, bottom column three, inner baffle plate three, bottom column four and inner baffle plate four are connected in sequence by bolts.

[0007] As a preferred technical solution of the utility model, heightening columns are installed on the tops of the bottom column one, the bottom column two, the bottom column three and the bottom column four.

[0008] As a preferred technical solution of the utility model, the buffer mechanism includes a fixed block 1, the top and bottom of the fixed block 1 are movably connected with a movable rod, the inner wall of the movable rod is movably connected with a limiting rod, the outer edge of the limiting rod is movably connected with a buffer spring, and the bottom of the limiting rod is fixedly assembled with a fixed block 2.

[0009] As a preferred technical solution of the utility model, an anti-falling sheet is installed on the top of the second fixing block.

[0010] As a preferred technical solution of the utility model, a clamping block is fixedly mounted on the outer edge of the fixing block, a connecting plate is clamped on the inner wall of the clamping block, and an angle baffle is fixedly mounted on one end of the connecting plate away from the clamping block.

[0011] Compared with the prior art, the utility model has the following beneficial effects:

[0012] 1. The geological exploration anti-collapse device, when the soil comes into contact with the outer baffle plate, the outer baffle plate and the fixed block 2 will move toward the middle. At this time, the movable rod moves on the limit rod, and the movable rod squeezes the buffer spring, and the elastic force of the buffer spring is used to buffer the impact force of the soil, thereby solving the problem that the soil will have a certain impact force when it collapses. This impact force will directly hit the geological exploration anti-collapse device, which will seriously cause damage to the geological exploration anti-collapse device.

[0013] 2. The geological exploration anti-collapse device is configured to install heightening columns on bottom column 1, bottom column 2, bottom column 3 and bottom column 4, so that the second layer of inner baffles 1, inner baffles 2, inner baffles 3 and inner baffles 4 can be installed in the heightening columns, so that the height of the device can be increased or decreased according to the actual height. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 This is a schematic diagram of the structure of the column and baffle of the utility model;

[0015] Figure 2 It is a schematic diagram of the three-dimensional structure of the utility model;

[0016] Figure 3 This is a schematic diagram of the structure of the corner baffle and the outer baffle of the utility model;

[0017] Figure 4 This is a schematic diagram of the position structure of the connecting plate of the utility model;

[0018] Figure 5 This is a schematic diagram of the structure of the buffer mechanism of the utility model.

[0019] In the figure: 1. bottom column one; 2. bottom column two; 3. bottom column three; 4. bottom column four; 5. inner baffle one; 6. inner baffle two; 7. inner baffle three; 8. inner baffle four; 9. heightening column; 10. buffer mechanism; 1001. fixing block one; 1002. movable rod; 1003. limiting rod; 1004. fixing block two; 1005. buffer spring; 1006. anti-falling sheet; 11. outer baffle; 12. block; 13. connecting plate; 14. corner baffle. DETAILED DESCRIPTION

[0020] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0021] See also Figure 1-5 The geological exploration anti-collapse device comprises a bottom column 1, a bottom column 2 is arranged on the right side of the bottom column 1, a bottom column 3 3 and a bottom column 4 are arranged in front of the bottom column 2 2 and the bottom column 1 respectively, an inner baffle 1 5 is installed on the inner wall of the bottom column 1 and the bottom column 2, an inner baffle 2 6 is installed on the inner wall of the bottom column 2 2 and the bottom column 3 3, an inner baffle 3 7 is installed on the inner wall of the bottom column 3 3 and the bottom column 4 4, an inner baffle 4 8 is installed on the inner wall of the bottom column 4 4 and the bottom column 1, and a buffer mechanism 10 is fixedly installed on the outer edge of the inner baffle 1 5, the inner baffle 2 6, the inner baffle 3 7 and the inner baffle 4 8, and an outer baffle 11 is fixedly installed on the outer wall of the buffer mechanism 10, and the bottom column 1 is used to prevent the bottom column 1 from collapsing. 1. The arrangement of inner baffle plate 1 5, bottom column 2 2, inner baffle plate 2 6, bottom column 3 3, inner baffle plate 3 7, bottom column 4 4 and inner baffle plate 4 8 allows bottom column 1 1, inner baffle plate 1 5, bottom column 2 2, inner baffle plate 2 6, bottom column 3 3, inner baffle plate 3 7, bottom column 4 4 and inner baffle plate 4 8 to be assembled into a square, so that inner baffle plate 1 5, inner baffle plate 2 6, inner baffle plate 3 7 and inner baffle plate 4 8 can block the soil, so that surveyors can conduct surveys inside the square and are protected. By utilizing the arrangement of the buffer mechanism 10 and the outer baffle plate 11, the soil will first contact the outer baffle plate 11, and the impact force of the soil is acutely buffered by the buffer mechanism 10.

[0022] In a preferred embodiment, the bottom column 1, the inner baffle 1 5, the bottom column 2 2, the inner baffle 2 6, the bottom column 3 3, the inner baffle 3 7, the bottom column 4 4 and the inner baffle 4 8 are connected in sequence by bolts, and the bottom column 1, the inner baffle 1 5, the bottom column 2 2, the inner baffle 2 6, the bottom column 3 3, the inner baffle 3 7, the bottom column 4 4 and the inner baffle 4 8 are assembled by bolts, so that the device is easy to disassemble and assemble.

[0023] In a preferred embodiment, the tops of the bottom column 1, the bottom column 2, the bottom column 3, and the bottom column 4 are all installed with heightening columns 9. By using the arrangement of the heightening columns 9, the inner baffle plates 1, 6, 7, and 8 of the second layer can be installed on the heightening columns 9, so that the height of the device can be increased or decreased according to the actual height.

[0024] In a preferred embodiment, the buffer mechanism 10 includes a fixed block 1001, the top and bottom of the fixed block 1001 are movably connected with a movable rod 1002, the inner wall of the movable rod 1002 is movably connected with a limiting rod 1003, the outer edge of the limiting rod 1003 is movably connected with a buffer spring 1005, and the bottom of the limiting rod 1003 is fixedly equipped with a fixed block 2 1004. When the soil contacts the outer baffle plate 11, the outer baffle plate 11 and the fixed block 2 1004 will move toward the middle. At this time, the movable rod 1002 moves on the limiting rod 1003, and the movable rod 1002 squeezes the buffer spring 1005, and the elastic force of the buffer spring 1005 is used to buffer the impact force of the soil.

[0025] In a preferred embodiment, an anti-falling sheet 1006 is installed on the top of the fixed block 1004. By setting the anti-falling sheet 1006, the anti-falling sheet 1006 can block the movable rod 1002 and the buffer spring 1005, so that the movable rod 1002 and the buffer spring 1005 will not detach from the fixed block 1004.

[0026] In a preferred embodiment, a clamping block 12 is fixedly installed on the outer edge of the fixed block 1001, a connecting plate 13 is clamped on the inner wall of the clamping block 12, and a corner baffle 14 is fixedly installed on the end of the connecting plate 13 away from the clamping block 12. The corner baffle 14 can seal the gaps at the four corners to prevent soil from entering between the inner baffle 5 and the outer baffle 11.

[0027] Working principle: when in use, place the bottom column 1, the bottom column 2, the bottom column 3, the bottom column 4, at the bottom of the pit, at this time the bottom column 1, the bottom column 2, the bottom column 3, the bottom column 4, form a square, then insert the inner baffle plate 15 between the bottom column 1 and the bottom column 2, the inner baffle plate 26 between the bottom column 2 and the bottom column 3, the inner baffle plate 37 between the bottom column 33 and the bottom column 4, then insert the inner baffle plate 48 between the bottom column 44 and the bottom column 1, then fix them with bolts, and then insert the connecting plate 13 and the corner baffle plate 14 into the block 12. At this time, the entire device The equipment is assembled. When collapse occurs, the soil will come into contact with the outer baffle plate 11, and the outer baffle plate 11 and the fixed block 1004 will move to the middle. At this time, the movable rod 1002 moves on the limit rod 1003, and the movable rod 1002 squeezes the buffer spring 1005, and the elastic force of the buffer spring 1005 is used to buffer the impact force of the soil. By installing the heightening column 9 on the bottom column 1 1, the bottom column 2 2, the bottom column 3 3 and the bottom column 4 4, the second layer of inner baffle plate 1 5, the inner baffle plate 2 6, the inner baffle plate 3 7 and the inner baffle plate 4 8 can be installed in the heightening column 9, so that the height of the device can be increased or decreased according to the actual height.

[0028] Although the 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 exploration anti-collapse device, comprising a bottom column (1), characterized in that: A bottom column 2 (2) is arranged on the right side of the bottom column 1 (1), and a bottom column 3 (3) and a bottom column 4 (4) are arranged in front of the bottom column 2 (2) and the bottom column 1 (1) respectively; an inner baffle 1 (5) is installed on the inner walls of the bottom column 1 (1) and the bottom column 2 (2); an inner baffle 2 (6) is installed on the inner walls of the bottom column 2 (2) and the bottom column 3 (3); an inner baffle 3 (7) is installed on the inner walls of the bottom column 3 (3) and the bottom column 4 (4); an inner baffle 4 (8) is installed on the inner walls of the bottom column 4 (4) and the bottom column 1 (1); and a buffer mechanism (10) is fixedly mounted on the outer edges of the inner baffle 1 (5), the inner baffle 2 (6), the inner baffle 3 (7) and the inner baffle 4 (8); and an outer baffle (11) is fixedly mounted on the outer wall of the buffer mechanism (10).

2. The geological exploration anti-collapse device according to claim 1, characterized in that: The bottom column one (1), inner baffle one (5), bottom column two (2), inner baffle two (6), bottom column three (3), inner baffle three (7), bottom column four (4) and inner baffle four (8) are connected in sequence by bolts.

3. The geological exploration anti-collapse device according to claim 1, characterized in that: The tops of the bottom column 1 (1), the bottom column 2 (2), the bottom column 3 (3) and the bottom column 4 (4) are all installed with heightening columns (9).

4. The geological exploration anti-collapse device according to claim 1, characterized in that: The buffer mechanism (10) comprises a fixed block 1 (1001), the top and bottom of the fixed block 1 (1001) are both movably sleeved with a movable rod (1002), the inner wall of the movable rod (1002) is movably sleeved with a limit rod (1003), the outer edge of the limit rod (1003) is movably sleeved with a buffer spring (1005), and the bottom of the limit rod (1003) is fixedly assembled with a fixed block 2 (1004).

5. The geological exploration anti-collapse device according to claim 4, characterized in that: An anti-falling sheet (1006) is installed on the top of the second fixing block (1004).

6. The geological exploration anti-collapse device according to claim 4, characterized in that: A clamping block (12) is fixedly mounted on the outer edge of the fixing block 1 (1001), a connecting plate (13) is clamped on the inner wall of the clamping block (12), and an angle baffle (14) is fixedly mounted on one end of the connecting plate (13) away from the clamping block (12).

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