CN117166918A - Self-propelled construction device based on three-dimensional seismic exploration point position correction and application method - Google Patents
Self-propelled construction device based on three-dimensional seismic exploration point position correction and application method Download PDFInfo
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- CN117166918A CN117166918A CN202311186272.0A CN202311186272A CN117166918A CN 117166918 A CN117166918 A CN 117166918A CN 202311186272 A CN202311186272 A CN 202311186272A CN 117166918 A CN117166918 A CN 117166918A
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- 238000012937 correction Methods 0.000 title claims abstract description 19
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- 238000005553 drilling Methods 0.000 claims abstract description 71
- 230000033001 locomotion Effects 0.000 claims abstract description 32
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- 238000012544 monitoring process Methods 0.000 claims description 46
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- 238000006073 displacement reaction Methods 0.000 abstract description 9
- 230000005516 deep trap Effects 0.000 description 2
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- 230000009286 beneficial effect Effects 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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Abstract
The invention relates to the technical field of three-dimensional exploration, and particularly discloses a self-propelled construction device based on three-dimensional seismic exploration point position correction and a use method thereof, wherein the self-propelled construction device comprises a drilling mechanism, the drilling mechanism comprises a drilling platform, a lifter and a driller, an azimuth regulating mechanism is arranged outside the annular self-propelled platform, two guiding type moving guide rails are symmetrically arranged on the periphery of the azimuth regulating mechanism, and each guiding type moving guide rail comprises a guide rail body, a telescopic guide rail fixing inserter, a guide rail telescopic supporting type moving wheel assembly and a deep sinking preventing limiter; the device can obtain accurate coordinates of drilling mechanism movement according to rotation angle direction and displacement length by taking the guiding type moving guide rail as displacement guide for displacement, and the device can be used for avoiding manual marking after shot point position generation, has high position accuracy of the set point position, ensures that the survey construction point position is accurate, and has simple and stable structure.
Description
Technical Field
The invention relates to the technical field of three-dimensional exploration, in particular to a self-propelled construction device based on three-dimensional seismic exploration point position correction and a use method thereof.
Background
When three-dimensional seismic exploration is implemented, a plurality of shots and wave detectors are needed, and after the shots and wave detectors are calculated and processed mainly through software, the accurate distribution parameters such as a distribution mode, a distribution interval and the like are obtained. After the distribution parameters are obtained, the distribution information needs to be accurately implemented on a detection surface, but in actual operation, the shot point needs to be opened. Referring to fig. 5, the diagram is a schematic diagram of a construction of a big gun of a south length Ping Jingtian of a basin, and the point diagram of the big gun is affected to some extent when the big gun is actually applied. In the figure, the X-shaped mark is a construction point position which cannot be constructed, the X-shaped mark is a construction shot point, and the change of the actual construction shot point position of the shot point can be seen through the figure. The position of the real mark is deviated from the position of the point map of the shot point, the drilling machine is deviated from the shot point in alignment, and the secondary movement which is affected by the construction failure is deviated again. Because the number of shot points is too large, the labor intensity of the manual marking mode is too high, and in order to improve the accuracy and convenience of the drilling position, a self-propelled drilling mechanism is adopted in the first step, and the actual coordinates are determined according to the movement stroke and direction of the self-propelled mechanism. However, this method has a problem in that the distance between the marking points is mainly horizontal, and the ground is actually uneven, so that the moving distance of the travelling wheel is not the same as the actual distance, and the uneven ground also causes the direction of the moving wheel to be disturbed.
Disclosure of Invention
The invention aims to provide a self-propelled construction device based on three-dimensional seismic exploration point position correction and a use method thereof, so as to solve the problems in the background art.
In order to achieve the above purpose, the present invention provides the following technical solutions:
the self-propelled construction device based on the three-dimensional seismic exploration point position correction comprises a drilling mechanism, wherein the drilling mechanism comprises a drilling platform, a lifter and a driller, and further comprises an annular self-propelled platform, the drilling platform, the lifter and the driller are arranged at the top of the annular self-propelled platform and used for drilling operation, and a plurality of fixed bottom cones distributed in an annular mode are fixedly connected to the bottom of the annular self-propelled platform;
the external part of the annular self-propelled platform is provided with an azimuth regulating mechanism, the azimuth regulating mechanism comprises a monitoring rotating ring body rotating on the periphery of the annular self-propelled platform and two lifting arc-shaped extension connecting plates, the lifting arc-shaped extension connecting plates are symmetrically and fixedly connected to two sides of the monitoring rotating ring body, and the lifting arc-shaped extension connecting plates are vertically and slidably connected with monitoring sliding connectors;
the side symmetry of position regulation and control mechanism is provided with two guided motion guide rails, guided motion guide rail includes guide rail body, telescopic guide rail fixed inserter, guide rail telescopic support formula removal wheel subassembly, prevents the deep trap stopper, monitor sliding connection is in the side of guide rail body, telescopic guide rail fixed inserter passes through rotary drive and installs the guide rail body is kept away from one side of drilling mechanism, guide rail telescopic support formula removal wheel subassembly is installed the both ends of guide rail body, prevent the deep trap stopper and install telescopic guide rail fixed inserter's week side.
As still further aspects of the invention: the upper end and the lower end of the lifting arc-shaped extension connecting plate are fixedly connected with a plurality of annular equidistance-distributed guide rods, a plurality of holes matched with the guide rods are formed in the monitoring type sliding connector, and a lifting driver for controlling the monitoring type sliding connector to slide relative to the lifting arc-shaped extension connecting plate is further arranged on the lifting arc-shaped extension connecting plate.
As still further aspects of the invention: the anti-sinking limiter consists of a telescopic device, a contact ring and a trigger sensor, wherein the telescopic device is provided with a self-locking mechanism, the trigger sensor is arranged on the bottom surface of the contact ring, and the outer wall of the telescopic guide rail fixing inserter is in sliding contact with the inner hole of the contact ring.
As still further aspects of the invention: the level gauge is installed in the guide rail body and is transmitted to the master control end through the wireless data transmission module.
As still further aspect of the present invention, a method for using a self-propelled construction apparatus for three-dimensional seismic survey point correction, includes:
s1: according to the shot point distribution diagram, the drilling mechanism is moved to any shot point position, after the drilling mechanism is aligned with the shot point position, the shot point position is taken as an initial origin, the coordinates of other shot point positions are obtained based on the initial origin, and a movement track is set;
s2: after the starting shot point is perforated, the drilling mechanism is in a fixed stage with the ground through a fixed bottom cone, the telescopic guide rail fixing inserter is contracted and rotated, the guide rail telescopic support type moving wheel assembly drives the guide rail body to lift upwards, the guide rail body and the lifting arc extending connecting plate slide relatively, the guide rail body is separated from the ground, the monitoring type rotating ring body rotates and adjusts the directions by taking the annular self-propelled platform as the center, the rotating angle value is recorded, and the guide rail body moves and extends to the position exceeding the next moving point through the cooperation of the monitoring type sliding connector and the guide rail body;
s3: the lifting arc-shaped extension connecting plate controls the monitoring type sliding connector to vertically move, the drilling mechanism moves upwards reversely, the fixed bottom cone is initially separated from the ground, the guide rail body is driven to further lift up through the guide rail telescopic supporting type moving wheel assembly, the telescopic guide rail fixing inserter is affected by the guide rail body to slide upwards and is located in the ground hole for separation, the fixed bottom cone is completely separated from the ground and has a distance, the anti-sinking limiter is in contact with the ground at the moment, the anti-sinking limiter is located on the periphery of the ground hole for supporting, the monitoring type sliding connector moves on the guide rail telescopic supporting type moving wheel assembly, the moving distance is recorded until the monitoring type sliding connector moves to the next point, the actual coordinate of the next point is obtained according to the rotating angle and the moving length, and the position error is judged according to the actual coordinate value and the point coordinate contrast.
Compared with the prior art, the invention has the beneficial effects that:
when the three-dimensional seismic exploration shot point is actually constructed, the self-propelled drilling device is adopted, an initial shot point is taken as an original starting point, the direction of the guiding type moving guide rail is adjusted through the azimuth adjusting mechanism according to the moving track, the guiding type moving guide rail is used as displacement guiding for displacement, the accurate coordinate of the movement of the drilling mechanism can be obtained according to the rotation angle azimuth and the displacement length, and the drilling mechanism is compared with the point position to be taken as a judgment basis for judging the movement accuracy of the drilling mechanism.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are needed in the embodiments or the description of the prior art will be briefly described below, it being obvious that the drawings in the following description are only some embodiments of the present invention, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic front view of a self-propelled construction device based on three-dimensional seismic survey point location correction;
FIG. 2 is a schematic perspective view of a self-propelled construction device based on three-dimensional seismic survey point location correction;
FIG. 3 is a schematic side view of a self-propelled construction device based on three-dimensional seismic survey point location correction;
FIG. 4 is a schematic top view of a self-propelled construction device based on three-dimensional seismic survey point location correction;
FIG. 5 is a schematic view of a shot point observation construction of the south length Ping Jingtian of the basin;
FIG. 6 is a schematic diagram of the motion of a rectangular array of a self-propelled construction device based on three-dimensional seismic survey point location correction;
FIG. 7 is a schematic diagram of sector motion of a self-propelled construction device based on three-dimensional seismic survey point location correction;
FIG. 8 is a schematic diagram of the motion flow of a self-propelled construction device based on three-dimensional seismic survey point location correction;
in the figure: 1. a drilling mechanism; 11. an annular self-propelled platform; 12. a drilling platform; 13. a lifter; 14. fixing the bottom cone; 15. a drill; 2. azimuth regulating mechanism; 21. monitoring a rotating ring body; 22. lifting the arc-shaped extension connecting plate; 23. a monitoring type sliding connector; 3. a guided motion guide rail; 31. a guide rail body; 32. the telescopic guide rail is used for fixing the inserter; 33. a guide rail telescopic support type movable wheel assembly; 34. and a deep-sinking preventing limiter.
Detailed Description
Please refer to fig. 1-8:
the drilling mechanism 1 comprises a drilling platform 12, a lifter 13 and a driller 15, and also comprises an annular self-propelled platform 11, wherein the drilling platform 12, the lifter 13 and the driller 15 are arranged at the top of the annular self-propelled platform 11 and used for drilling, and a plurality of annular distributed fixed base cones 14 are fixedly connected to the bottom of the annular self-propelled platform 11;
firstly, the drilling mechanism 1 needs to complete lifting processing, so that the drilling platform 12 mainly aims to provide rotary power for the drill 15, and the lifter 13 plays a role in lifting adjustment for the drilling platform 12, so that the drill 15 is driven to perform descending drilling, and meanwhile, the drilling platform 12 moves after lifting.
However, a certain acting force is generated during rotation, and in order to improve the stability of drilling, a fixed bottom cone 14 is arranged below the drilling mechanism 1, so that the fixed bottom cone 14 can be inserted into the ground when the drilling mechanism 1 descends, and the drilling mechanism 1 is stable. The drilling mechanism 1 is mainly used for completing the drilling operation, cannot complete the self-propelled operation, and is affected by the uneven ground, so that a brand-new self-propelled mode is adopted for movement. The motion of the motion mechanism is realized by utilizing the mode of switching type fixation by utilizing the motion mechanism arranged on the periphery side of the annular self-propelled platform 11.
The outside of the annular self-propelled platform 11 is provided with an azimuth regulating mechanism 2, the azimuth regulating mechanism 2 comprises a monitoring rotating ring body 21 and two lifting arc-shaped extension connecting plates 22, the monitoring rotating ring body 21 is rotated at the periphery of the annular self-propelled platform 11, the lifting arc-shaped extension connecting plates 22 are symmetrically and fixedly connected to two sides of the monitoring rotating ring body 21, and the monitoring sliding connectors 23 are vertically and slidably connected to the lifting arc-shaped extension connecting plates 22;
firstly, the annular self-propelled platform 11 is annular, and the hole body in the middle can enable the drill 15 to descend to act on the ground to form a hole body for installing explosive. The most common distribution of shots at present is matrix and prototype, and in ideal cases, the two types of point movements have certain consistency.
Referring to fig. 6, the distance between adjacent shots in the horizontal direction and the longitudinal direction is mainly considered when the matrix shots move.
Referring to fig. 7, when the originally distributed shots move, the distances from the inner ring point to the outer ring point and the distances between two adjacent points of the unified ring are mainly considered.
Because the duty ratio number of the standard point positions is larger than that of the adjustment point positions, the adjustment is more convenient by adopting the following modes:
firstly, the whole movement of the drilling mechanism 1 mainly depends on the guiding type moving guide rail 3, the guide rail body 31 is arranged on two sides of the drilling mechanism 1 and is connected with the drilling mechanism 1 through the azimuth regulating mechanism 2, and the guide rail body 31 can not deform under the condition of not being influenced by other outside. At this time, the azimuth control mechanism 2 drives the drilling mechanism 1 to move along the guide rail body 31, so that the accuracy of the movement can be ensured, and the displacement of the azimuth control mechanism 2 on the guide rail body 31 is necessarily a straight line, so that on the basis of the horizontal guide rail body 31, the azimuth control mechanism 2 drives the drilling mechanism 1 to move along the guide rail body 31 more accurately.
But the complicated directional movement cannot be completed by the guide type movement guide rail 3 alone, so that the azimuth regulating mechanism 2 is arranged, the azimuth regulating mechanism 2 mainly rotates with the drilling mechanism 1 through the monitoring type rotary ring body 21, the monitoring type rotary ring body 21 is in a circular ring shape, and the groove body is formed in the peripheral side of the annular self-propelled platform 11, so that the monitoring type rotary ring body 21 can be embedded into the groove body to be rotationally connected with the annular self-propelled platform 11. The monitoring type rotating ring body 21 is internally provided with a motor matched with a gear to be meshed with the gear in the groove body of the annular self-propelled platform 11, at the moment, the rotation angle of the monitoring type rotating ring body 21 can be obtained according to the number of turns of the gear driven by the motor, the lifting arc-shaped extension connecting plate 22 is fixedly connected to the side face of the monitoring type rotating ring body 21, the monitoring type sliding connector 23 can only slide along the vertical direction of the lifting arc-shaped extension connecting plate 22, the monitoring type sliding connector 23 can only slide along the long side direction of the guiding type moving guide rail 3, and at the moment, the guiding type moving guide rail 3 can only rotate along with the rotation of the monitoring type rotating ring body 21. Thereby, the angle change of the guide rail body 31 can be obtained according to the rotation distance between the monitoring type rotating ring body 21 and the annular self-propelled platform 11. According to the angle change of the guide rail body 31, the accurate coordinates of the next movement point of the annular self-propelled platform 11 can be obtained by combining the sliding displacement between the monitoring type sliding connector 23 and the guiding type movement guide rail 3;
the circumference side of the azimuth regulating mechanism 2 is symmetrically provided with two guiding type moving guide rails 3, each guiding type moving guide rail 3 comprises a guide rail body 31, a telescopic guide rail fixing inserter 32, a guide rail telescopic supporting type moving wheel assembly 33 and a deep-sinking preventing limiter 34, the monitoring type sliding connector 23 is connected to the side face of the guide rail body 31 in a sliding mode, the telescopic guide rail fixing inserter 32 is arranged on one side, far away from the drilling mechanism 1, of the guide rail body 31 through a rotary driver, the guide rail telescopic supporting type moving wheel assembly 33 is arranged at two ends of the guide rail body 31, and the deep-sinking preventing limiter 34 is arranged on the circumference side of the telescopic guide rail fixing inserter 32;
the guide rail body 31 is provided with two guide rail fixing inserts 32, so that the guide rail body 31 and the ground still need to be stable, and the telescopic guide rail fixing inserts 32 are arranged. The telescopic guide rail fixing inserter 32 is of telescopic design, the telescopic guide rail fixing inserter 32 can adopt telescopic driving parts such as an electric push rod or an air cylinder, the telescopic end of the telescopic guide rail fixing inserter 32 is conical, and when the telescopic guide rail fixing inserter 32 stretches downwards, the telescopic guide rail fixing inserter is inserted into the ground, so that when the drilling mechanism 1 moves along the guide rail body 31, the guide rail body 31 cannot deviate.
The guide rail telescopic supporting type moving wheel assembly 33 is of a telescopic structure, and when the guide rail telescopic supporting type moving wheel assembly 33 rotates by taking the drilling mechanism 1 as a center and passing through the azimuth adjusting mechanism 2, the guide rail telescopic supporting type moving wheel assembly 33 provides four fulcrums, so that the telescopic guide rail fixing inserter 32 keeps horizontally rotating. When rotating, the method for treating the rugged ground comprises the following steps:
an elastic buffer and a self-locking mechanism are arranged at the universal wheel at the bottom of the guide rail telescopic supporting type movable wheel assembly 33, and the elastic buffer enables the guide rail body 31 to slightly elastically deform during plane movement. The elastic buffer is elastically buffered when encountering the concave-convex surface, and is locked by the self-locking mechanism when the telescopic mechanism of the guide rail telescopic support type movable wheel assembly 33 is required to be regulated and controlled.
And the movement displacement of the drilling mechanism 1 is further increased by the combination of the lifting of the guide rail body 31 of the guide rail telescopic supporting type movable wheel assembly 33 and the matched lifting of the monitoring type rotary ring body 21 and the monitoring type sliding connector 23. So that the fixed cone 14 can be completely separated from the ground and the fixed cone 14 has a distance from the ground, so that the rugged ground does not affect the movement of the fixed cone 14.
Further in order to avoid the influence of the telescopic guide rail fixing inserter 32 on the movement of the guide rail body 31, the telescopic guide rail fixing inserter 32 is mounted on the side surface of the guide rail body 31 through a rotating motor, and then the telescopic guide rail fixing inserter 32 can rotate to avoid an obstacle when moving.
The upper end and the lower end of the lifting arc-shaped extension connecting plate 22 are fixedly connected with a plurality of annular guide rods which are distributed at equal intervals, a plurality of holes matched with the guide rods are formed in the monitoring type sliding connector 23, and a lifting driver for controlling the monitoring type sliding connector 23 and the lifting arc-shaped extension connecting plate 22 to slide relatively is also arranged on the lifting arc-shaped extension connecting plate 22;
the monitoring sliding connector 23 is matched with the lifting arc-shaped extension connecting plate 22 to slide, so that the drilling mechanism 1 and the guide type movement guide rail 3 can relatively displace, and the drilling mechanism 1 can complete the first separation of the fixed bottom cone 14 and the ground in the state that the guide type movement guide rail 3 is not separated from the ground.
The anti-sinking limiter 34 consists of a telescopic device, a contact ring and a trigger sensor, wherein the telescopic device is provided with a self-locking mechanism, the trigger sensor is arranged on the bottom surface of the contact ring, and the outer wall of the telescopic guide rail fixing inserter 32 is in sliding contact with an inner hole of the contact ring;
referring to fig. 8, the part of the telescopic rail fixing inserter 32 is pulled out of the hole by the secondary lifting of the telescopic rail supporting type moving wheel assembly 33, and the drilling mechanism 1 is easily influenced by the gravity of the drilling mechanism when moving along the rail body 31. Resulting in lowering of the rail body 31, and at this time, the anti-collapse stopper 34 may be used. The ring body of the anti-sinking limiter 34 can push the anti-sinking limiter 34 to descend through the telescopic device, and the anti-sinking limiter is locked by the self-locking mechanism after being opened through the triggering sensor. At this time, the guide rail body 31 is affected by gravity, the anti-sinking limiter 34 supports the ground, and the telescopic guide rail fixing inserter 32 makes the guide rail body 31 unable to horizontally displace, thereby completing the positioning of the guide rail body 31.
The level gauge is installed in the guide rail body 31 and is transmitted to the main control end through the wireless data transmission module; firstly, when the guide rail body 31 is ensured to be always in a horizontal stage in practical application, the drilling mechanism 1 moves on the guide rail body 31 more accurately and stably. When the rail body 31 is unstable, the inclination state of the rail body 31 can be corrected by the cooperative adjustment of the telescopic rail fixing inserter 32 and the rail telescopic support type moving wheel assembly 33.
The use flow is as follows: according to the shot point distribution diagram, the drilling mechanism 1 is moved to any shot point position, after the drilling mechanism 1 is aligned with the shot point position, the shot point is taken as an initial origin, the coordinates of other shot point positions are obtained based on the initial origin, and a movement track is set;
after the starting shot point is perforated, the drilling mechanism 1 is in a fixed stage with the ground through the fixed bottom cone 14, the telescopic guide rail fixing inserter 32 is contracted and rotated, the guide rail telescopic support type moving wheel assembly 33 drives the guide rail body 31 to lift upwards, the guide rail body 31 and the lifting arc extension connecting plate 22 slide relatively, the guide rail body 31 is separated from the ground, the monitoring type rotating ring body 21 rotates the two guide type moving guide rails 3 by taking the annular self-propelled platform 11 as the center to adjust the direction, the rotating angle value is recorded, and the monitoring type sliding connector 23 is matched with the guide rail body 31 to enable the guide rail body 31 to move and extend to the position exceeding the next moving point;
the lifting arc-shaped extension connecting plate 22 controls the monitoring type sliding connector 23 to vertically move, the drilling mechanism 1 is reversely lifted to move upwards, the fixed bottom cone 14 is initially separated from the ground, the guide rail body 31 is driven to further lift up through the guide rail telescopic supporting type moving wheel assembly 33, at the moment, the telescopic guide rail fixing inserter 32 is influenced by the guide rail body 31 to slide upwards and is located on the ground to be separated, the fixed bottom cone 14 is completely separated from the ground and has a distance, at the moment, the anti-sagging limiter 34 is in contact with the ground, the anti-sagging limiter 34 is located on the periphery of the ground to support, the monitoring type sliding connector 23 moves on the guide rail telescopic supporting type moving wheel assembly 33, the moving distance is recorded until the drilling mechanism moves to the next point, the actual coordinate of the next point is obtained according to the rotating angle and the moving length, and the position error is judged according to the actual coordinate value and the point coordinate.
The foregoing description is only a preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art, who is within the scope of the present invention, should make equivalent substitutions or modifications according to the technical solution of the present invention and the inventive concept thereof, and should be covered by the scope of the present invention.
Claims (5)
1. Self-propelled construction device based on correction of three-dimensional seismic exploration point location, including drilling mechanism (1), drilling mechanism (1) are including drilling platform (12), riser (13), perforator (15), its characterized in that: the drilling device comprises a drilling platform (12), a lifter (13) and a drill (15), and is characterized by further comprising an annular self-propelled platform (11), wherein the drilling platform (12), the lifter (13) and the drill (15) are arranged at the top of the annular self-propelled platform (11) and are used for drilling, and a plurality of annular distributed fixed bottom cones (14) are fixedly connected to the bottom of the annular self-propelled platform (11);
the external part of the annular self-propelled platform (11) is provided with an azimuth regulating mechanism (2), the azimuth regulating mechanism (2) comprises a monitoring rotating ring body (21) rotating at the periphery of the annular self-propelled platform (11) and two lifting arc-shaped extension connecting plates (22), the lifting arc-shaped extension connecting plates (22) are symmetrically and fixedly connected to two sides of the monitoring rotating ring body (21), and the lifting arc-shaped extension connecting plates (22) are vertically and slidingly connected with monitoring sliding connectors (23);
the utility model provides a drill mechanism, including drilling mechanism (1), direction regulation and control mechanism (2), circumference side symmetry is provided with two guided movement guide rail (3), guided movement guide rail (3) include guide rail body (31), telescopic guide rail fixed insertion ware (32), guide rail telescopic support formula remove wheel subassembly (33), prevent dark stopper (34), control formula sliding connection (23) are in the side of guide rail body (31), telescopic guide rail fixed insertion ware (32) are installed through rotary actuator guide rail body (31) are kept away from one side of drilling mechanism (1), guide rail telescopic support formula remove wheel subassembly (33) are installed the both ends of guide rail body (31), prevent dark stopper (34) are installed the circumference side of telescopic guide rail fixed insertion ware (32).
2. The three-dimensional seismic survey point location correction-based self-propelled construction device according to claim 1, wherein: the lifting arc-shaped extension connecting plate (22) is characterized in that the upper end and the lower end of the lifting arc-shaped extension connecting plate (22) are fixedly connected with a plurality of guide rods which are distributed at equal intervals, a plurality of holes matched with the guide rods are formed in the monitoring type sliding connector (23), and a lifting driver for controlling the relative sliding of the monitoring type sliding connector (23) and the lifting arc-shaped extension connecting plate (22) is further arranged on the lifting arc-shaped extension connecting plate (22).
3. The three-dimensional seismic survey point location correction-based self-propelled construction device according to claim 1, wherein: the anti-sinking limiter (34) consists of a telescopic device, a contact ring and a trigger sensor, wherein the telescopic device is provided with a self-locking mechanism, the trigger sensor is arranged on the bottom surface of the contact ring, and the outer wall of the telescopic guide rail fixing inserter (32) is in sliding contact with the inner hole of the contact ring.
4. The three-dimensional seismic survey point location correction-based self-propelled construction device according to claim 1, wherein: the level gauge is installed in the guide rail body (31), and is transmitted to the master control end through the wireless data transmission module.
5. The method for using a self-propelled construction device based on three-dimensional seismic exploration point correction according to any one of claims 1 to 4, wherein: comprising the following steps:
s1: according to the shot distribution diagram, the drilling mechanism (1) is moved to any shot point position, after the drilling mechanism (1) is aligned with the shot point position, the shot point position is taken as an initial origin, other shot point position coordinates are obtained based on the initial origin, and a movement track is set;
s2: after the starting shot point is perforated, the drilling mechanism (1) is in a fixed stage with the ground through a fixed bottom cone (14), a telescopic guide rail fixing inserter (32) is contracted and rotated, a guide rail telescopic support type moving wheel assembly (33) drives a guide rail body (31) to lift upwards, the guide rail body (31) and a lifting arc extending connecting plate (22) slide relatively, the guide rail body (31) is separated from the ground, a monitoring type rotating ring body (21) rotates and adjusts the directions by taking the annular self-propelled platform (11) as the center, the rotating angle value is recorded, and the guide rail body (31) moves and extends to a position exceeding the next moving point through the cooperation of a monitoring type sliding connector (23) and the guide rail body (31);
s3: the lifting arc-shaped extension connecting plate (22) controls the monitoring type sliding connector (23) to vertically move, the drilling mechanism (1) reversely moves upwards, the fixed bottom cone (14) is initially separated from the ground, the guide rail body (31) is driven to further lift up through the guide rail telescopic supporting type moving wheel assembly (33), the telescopic guide rail fixing inserter (32) is influenced by the guide rail body (31) to slide upwards and is located in the ground hole for separation, the fixed bottom cone (14) is completely separated from the ground and has a distance, at the moment, the anti-sinking limiter (34) is in contact with the ground, the anti-sinking limiter (34) is located on the periphery of the ground hole for supporting, the monitoring type sliding connector (23) moves on the guide rail telescopic supporting type moving wheel assembly (33) and records the moving distance until the next point is moved, the actual coordinate of the next point is obtained according to the rotating angle and the moving length, and the position error is judged according to the actual coordinate value and the point coordinate contrast.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202311186272.0A CN117166918B (en) | 2023-09-14 | 2023-09-14 | Self-propelled construction device based on three-dimensional seismic exploration point position correction and application method |
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| CN202311186272.0A CN117166918B (en) | 2023-09-14 | 2023-09-14 | Self-propelled construction device based on three-dimensional seismic exploration point position correction and application method |
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| CN117166918A true CN117166918A (en) | 2023-12-05 |
| CN117166918B CN117166918B (en) | 2024-02-27 |
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