CN116929825A - Tunnel rock soil exploration sampling equipment - Google Patents

Tunnel rock soil exploration sampling equipment Download PDF

Info

Publication number
CN116929825A
CN116929825A CN202310765742.2A CN202310765742A CN116929825A CN 116929825 A CN116929825 A CN 116929825A CN 202310765742 A CN202310765742 A CN 202310765742A CN 116929825 A CN116929825 A CN 116929825A
Authority
CN
China
Prior art keywords
rotating shaft
drill pipe
box body
conveying belt
drilling machine
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202310765742.2A
Other languages
Chinese (zh)
Inventor
肖斌
周培娇
陆雨珂
黄海荣
吴明涛
王伊丽
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang University Of Technology Engineering Design Group Co ltd
Zhejiang Tongji Vocational College of Science and Technology
Original Assignee
Zhejiang University Of Technology Engineering Design Group Co ltd
Zhejiang Tongji Vocational College of Science and Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhejiang University Of Technology Engineering Design Group Co ltd, Zhejiang Tongji Vocational College of Science and Technology filed Critical Zhejiang University Of Technology Engineering Design Group Co ltd
Priority to CN202310765742.2A priority Critical patent/CN116929825A/en
Publication of CN116929825A publication Critical patent/CN116929825A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B49/00Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
    • E21B49/02Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells by mechanically taking samples of the soil
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65GTRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
    • B65G15/00Conveyors having endless load-conveying surfaces, i.e. belts and like continuous members, to which tractive effort is transmitted by means other than endless driving elements of similar configuration
    • B65G15/30Belts or like endless load-carriers
    • B65G15/58Belts or like endless load-carriers with means for holding or retaining the loads in fixed position, e.g. magnetic
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65GTRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
    • B65G47/00Article or material-handling devices associated with conveyors; Methods employing such devices
    • B65G47/22Devices influencing the relative position or the attitude of articles during transit by conveyors
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65GTRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
    • B65G47/00Article or material-handling devices associated with conveyors; Methods employing such devices
    • B65G47/74Feeding, transfer, or discharging devices of particular kinds or types
    • B65G47/82Rotary or reciprocating members for direct action on articles or materials, e.g. pushers, rakes, shovels
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65GTRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
    • B65G47/00Article or material-handling devices associated with conveyors; Methods employing such devices
    • B65G47/74Feeding, transfer, or discharging devices of particular kinds or types
    • B65G47/90Devices for picking-up and depositing articles or materials
    • B65G47/92Devices for picking-up and depositing articles or materials incorporating electrostatic or magnetic grippers
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N1/00Sampling; Preparing specimens for investigation
    • G01N1/02Devices for withdrawing samples
    • G01N1/04Devices for withdrawing samples in the solid state, e.g. by cutting
    • G01N1/08Devices for withdrawing samples in the solid state, e.g. by cutting involving an extracting tool, e.g. core bit
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A90/00Technologies having an indirect contribution to adaptation to climate change
    • Y02A90/30Assessment of water resources

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Physics & Mathematics (AREA)
  • Mining & Mineral Resources (AREA)
  • Health & Medical Sciences (AREA)
  • Biochemistry (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Environmental & Geological Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Fluid Mechanics (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Soil Sciences (AREA)
  • Earth Drilling (AREA)

Abstract

The invention relates to the technical field of geological exploration equipment, in particular to exploration sampling equipment for tunnel rock and soil, which comprises a vehicle body, a rotating bottom plate, a driving part, an electric control part and a drilling machine, wherein five guide rods are vertically and uniformly arranged on the rotating bottom plate, a support is arranged on the guide rods in a sliding manner, the drilling machine is fixedly arranged on the support, a positioning hole is formed in the rotating bottom plate, two clamping parts are symmetrically arranged on the rotating bottom plate, a feeding device is arranged on one side of the vehicle body, a transmission device is arranged on one side, close to the drilling machine, of the frame, a driving shaft is connected between the feeding device and the transmission device, one side of the drilling machine is connected with a steel wire rope, and the other end of the steel wire rope is connected with the transmission device. According to the invention, the steel wire rope is pulled by the drilling machine to reciprocate up and down to drive the driving shaft to realize intermittent unidirectional rotation so as to drive the feeding device to feed the drilling pipe, so that the waste of the exploration sampling equipment of the tunnel rock and soil to the labor force is reduced, and the failure rate of machine work is reduced.

Description

Tunnel rock soil exploration sampling equipment
Technical Field
The invention relates to the technical field of geological exploration equipment, in particular to exploration sampling equipment for tunnel rock soil.
Background
Before construction, the existing tunnel needs to perform rock and soil exploration sampling on the area to be excavated, so that the geological structure is ensured to meet the construction requirement. The existing rock and soil exploration sampling equipment can be divided into static pressure sampling, rotary drilling sampling, vibration drilling sampling and the like according to the characteristic that a drill bit cuts into a stratum, and the full-hydraulic core drilling machine with the static pressure sampling is widely applied due to the advantages of high automation degree, high working efficiency and the like.
When the full hydraulic core drilling machine is used for installing and detaching the drill pipes, an operator is required to vertically place the drill pipes between the previous drill pipe and the drilling machine to assist in aligning installation or remove the drill pipes detached from the drilling machine, and the movement of the drilling machine is operated by another operator. The operating method of the full-hydraulic core drilling machine not only wastes labor force, but also is easy to cause that the drill pipe is not aligned with the drilling machine due to the fact that attention is not concentrated after an operator works for a long time when the manual auxiliary drill rod is aligned and installed, and at the moment, the operator controlling the drilling machine can collide with the drill bit of the drilling machine and cause damage to the drill rod edge and the drill bit if the operator moves the drilling machine to descend. Although the existing full-hydraulic core drilling machine can replace manual auxiliary drill pipe installation and disassembly through adding the mechanical arm to ensure stable operation of equipment and avoid damage, the mechanical arm is high in equipment cost and maintenance cost, and the tunnel rock soil exploration sampling is generally operated in a severe outdoor environment, and the mechanical arm is not applicable to the situation.
For this purpose, an exploration sampling device for tunnel rock and soil is provided.
Disclosure of Invention
The invention aims to provide a tunnel rock and soil exploration sampling device, which is used for replacing manual feeding of drill pipes by improving the automation degree of feeding of the tunnel rock and soil exploration sampling device so as to solve the problems that a great deal of labor force is required to be spent when the conventional tunnel rock and soil exploration sampling device is used, and drill pipes and the drill pipes are damaged due to misalignment of the drill pipes caused by the fact that the attention of operators is not concentrated after long-time work when a manual auxiliary drill pipe is aligned and installed.
In order to achieve the above purpose, the present invention provides the following technical solutions:
the utility model provides a exploration sampling equipment of tunnel rock soil, includes automobile body, rotating bottom plate, drive division, automatically controlled portion, rig, five guide bars are evenly installed vertically on the rotating bottom plate, slidable mounting has the support on the guide bar, and the support passes through hydraulic drive, fixed mounting has the rig on the support, set up the locating hole on the rotating bottom plate, two clamping parts are installed to the symmetry on the rotating bottom plate, and the clamping part is located the locating hole both sides, automobile body one side is equipped with the frame, install conveyer belt device in the frame, conveyer belt device includes conveyer belt and input shaft, the frame is close to rig one side and installs transmission device, and transmission device is used for turning into the unidirectional intermittent type rotation of driving shaft with the upward and downward movement of rig to drive loading attachment, install pivot one in the frame, install loading attachment jointly in pivot one and the frame, loading attachment can not need carry out fixed connection with the automobile body, and the conveyer pipe is directly over to the locating hole for the rig carries out threaded connection to drill pipe and an upper drill pipe, can dismantle on one side of rig, can be connected with the wire rope when the wire rope is connected to the one side of drilling machine, and the wire rope is connected to the rotation device through the transmission device is directly over the wire rope, when the wire rope is connected to the rotation, and the wire rope is rotated down in the transmission device is realized to the intermittent type when the rotation device is connected to the wire rope.
Preferably, the feeding device comprises a baffle, a fence, a fixed block, an arc slideway and a push plate, wherein a plurality of baffles are uniformly and vertically arranged on the conveying belt and used for pushing drill pipes to advance, the interval between the baffles is equal to the diameter of the drill pipes, the drill pipes are placed to be loose, the length of each baffle is half of the diameter of the drill pipes, the avoidance of the arc slideway is realized, the drill pipes are conveyed by the arc slideway without being influenced, the height of each baffle is 2 times of the diameter of the drill pipes, the thread length at two ends of each drill pipe is 1.5 times of the diameter, therefore, the height of each baffle is set to be twice of the diameter of each drill pipe, the contact between each baffle and the largest outer side wall of each drill pipe can be ensured, the looseness of each drill pipe in the conveying process can be avoided, the distance between each baffle and each side of the conveying belt device is equal, the baffles are enabled to be positioned in the middle, the full contact between each baffle and each drill pipe is ensured, one end of each conveying belt device, which is close to the rotary bottom plate, is provided with the arc slideway, and the two ends of the circular arc slide rail are respectively overlapped with the conveying belt and the clamping part and used for conveying the drill pipe to the position right above the positioning hole, the bottom wall of the inner side of the circular arc slide rail is flush with the highest point of the conveying belt, the drill pipe is clamped and blocked in the process of entering the circular arc slide rail, the circular arc slide rail is provided with a notch which avoids interference with the baffle plate, the two sides of the frame are symmetrically provided with the rail, one side of the rail, which is close to each other, is provided with a fixed block, the interval between the fixed blocks is larger than the diameter of the drill pipe by 1-2 mm, the drill pipe is prevented from inclining to the two sides, simultaneously, the larger interval can prevent the drill pipe from being blocked in the advancing process, the interval between the fixed block and one end, which is close to the circular arc slide rail, is smaller than the drill pipe by 1-2 mm, the drill pipe is prevented from inclining forwards before pushing, the first push plate is fixedly provided with two groups of push plates on the rotating shaft, the pushing plate is matched with the circular arc slideway to move the drill pipe from the conveyer belt to the position right above the positioning hole.
The feeding device can also adopt a hydraulic cylinder and a linear driving device of the air cylinder to drive the push plate, so that the push plate is replaced by linear motion from rotary motion. This scheme is compared above-mentioned loading attachment simple structure, but owing to need increase the drive original paper, the cost is higher.
Preferably, one end of the circular arc slide way, which is close to the conveying belt, is fixedly provided with a phase cutting block, the phase cutting blocks are positioned on two sides of the notch, and the phase cutting blocks are tangential with the top wall of the outer side of the conveying belt, so that the process that a drill pipe enters the circular arc slide way from the conveying belt is more stable, and the drill pipe is prevented from being inclined under the stress.
Preferably, the push plate comprises a front push plate and a rear push plate, the drill pipes are restrained to incline in the front-back direction, the front push plate and the rear push plate are arranged in a staggered mode, the rear push plates are two, bending stress of the rear push plate is reduced, stability of pushing the drill pipes is improved, the front push plate is located between the two rear push plates, overall stability of the drill pipes is guaranteed, eccentric installation is achieved between the first rotating shaft and the circular arc slide, the length difference between the front baffle and the rear push plate is equal to the distance between the circle center of the first rotating shaft and the circle center of the circular arc slide, and the rear push plate is enabled to be in contact with the drill pipes when the conveying belt is close to the upper side of one end of the circular arc slide and is separated from the drill pipes when the drill pipes are moved to the right above the positioning holes.
Preferably, the transmission device comprises a box body fixedly arranged at one side of the frame, the input shaft extends into the box body, a bevel gear I is fixedly arranged at one end of the input shaft, which is positioned in the box body, a rotating shaft II is rotatably arranged on the side wall of the box body, the axis of the rotating shaft II is parallel to the bottom wall at the inner side of the box body, a bevel gear II is fixedly arranged at one end, which is close to the bevel gear I, of the rotating shaft II, a turbine I is fixedly arranged at one end, which is far away from the bevel gear II, of the rotating shaft II, a rotating shaft III is rotatably arranged on the inner side wall of the box body, a worm I matched with the turbine is connected at one end, which is far away from the side wall of the box body, a speed reduction transmission is carried out through the worm gear, a disc I is fixedly arranged at one end, which is far away from the rotating shaft III, of the disc I is rotatably provided with a pawl I through a torsion spring, two bearing seats are fixedly arranged on the bottom wall at the inner side of the box body, a driving shaft II is jointly rotatably provided with a driving shaft through a torsion spring, a wire rope is used for descending a drilling machine, one end, which is fixedly arranged at one end, which is far away from the disc I, a ratchet I is matched with a ratchet wheel, a ratchet wheel is rotatably arranged on the driving shaft I, when the ratchet is pushed by the ratchet wheel to be matched with the ratchet wheel, a ratchet wheel is pushed by the ratchet wheel, and one end, which is rotatably arranged at one end far away from the side of the box I, which is fixedly arranged at one end far away from the side of the box I, which is far away from the rotating side of the rotating side, and the ratchet I, and the rotating side is fixedly arranged by the ratchet I, and the rotating side is rotatably, and the ratchet is rotatably is rotated, and the side is driven. The utility model discloses a self-locking device for the steel wire rope, including the box, the disc is kept away from two sides of worm, and the disc is kept away from two sides of worm and is rotated through the torsional spring and is installed with two complex pawl second of ratchet, vertical rotation is installed on the box inboard roof and is installed five in the pivot, install with two complex worm second of worm on five, can realize the auto-lock of push pedal through worm wheel worm drive push pedal, avoid the push pedal because of inertial rotation, install gear first in five in the pivot, and gear first is located directly over the turbine second, a rotation is installed at the box top, the pivot first extends to the box inside, one end that is located the box inside install with gear first complex gear second, the through-hole has been seted up on the terminal surface of pivot first, wire rope passes the through-hole and gets into the box inboard, and wire rope gets into the box from the rotation center of push pedal, can avoid push pedal and wire rope to take place to interfere.
The steel wire rope can enter the box body from the rotation center of the push plate and can enter the box body from the side wall of the box body, but the baffle needs to be avoided, so that the complexity of the structure is increased, and the bending resistance of the rotating shaft is slightly increased and the rotating shaft is not easy to damage as the rotating shaft is not hollow any more.
Preferably, the mounting frame is slidably mounted on the guide rod, an auxiliary clamping jaw is fixedly mounted on the mounting frame and used for keeping the vertical state when the drill pipe moves to the upper portion of the positioning hole, the drill pipe is prevented from moving and shifting due to inertia, the section of the auxiliary clamping jaw is semicircular, the inner diameter of the auxiliary clamping jaw is fixed on the diameter of the drill pipe, the auxiliary clamping jaw is prevented from generating a gap between the auxiliary clamping jaw and the drill pipe to incline and shift, the length of the auxiliary clamping jaw is equal to one twentieth of the length of the drill pipe, the stability of the auxiliary clamping jaw of the drill pipe during attachment is guaranteed, the auxiliary clamping jaw is located right above the positioning hole, a magnet I is arranged in the middle of the guide rod and used for limiting the highest point of the auxiliary clamping jaw to move up and down is arranged in the middle of the drill pipe, the stability of the drill pipe and the auxiliary clamping jaw is improved, a magnet II is mounted at the bottom of the support and used for driving the auxiliary clamping jaw to move synchronously when the drilling machine rises, the magnetic field strength of the magnet I is twice that of the magnet II, and the auxiliary clamping jaw is prevented from being taken away from the upper limit position, and the mounting frame is made of a magnetically-attractable material.
Preferably, two magnets III are symmetrically embedded in two ends of the inner circular side wall of the auxiliary clamping jaw, the stability of the cooperation of the drill pipe and the auxiliary clamping jaw is increased through acting forces of two endpoints, the downward moving speed of the drill pipe under the action of gravity is reduced, screw thread collision damage between the drill pipes is avoided, the magnetic field strength of the magnets III is one third of that of the magnets, and the auxiliary clamping jaw is prevented from being brought away from an upper limit position under the combined action of the magnets III.
Preferably, the one end fixed mounting that wire rope was kept away from to the rig has the balancing weight for in the pulling force of wire rope to the rig, avoid the support to produce too big moment of torsion, thereby warp the damage, the balancing weight is the L font, magnet two is installed to balancing weight horizontal part, and the direction of the frictional force that produces when driving the installing support and remove through the balancing weight reciprocates is different, in order to match the change of wire rope's pulling force inequality when the rig reciprocates.
Compared with the prior art, the invention has the beneficial effects that:
1. the rotation device drives the driving shaft to intermittently and unidirectionally rotate through the conversion of the up-and-down movement of the drilling machine so as to drive the feeding device to automatically and intermittently feed, thereby replacing manual auxiliary installation of the drilling pipe, solving the problems that a great deal of labor is required to be spent when the conventional tunnel rock-soil exploration sampling equipment is used, and the drilling pipe is not aligned with the drilling machine due to the fact that the attention of an operator is not concentrated after long-time working when the manual auxiliary drilling pipe is aligned and installed, and the damage to the drilling bit and the drilling pipe is caused. The fault rate of the tunnel rock and soil exploration sampling equipment is reduced, and the labor cost is reduced. Meanwhile, the problem that personal safety of operators is damaged due to collision between operators and a drilling machine caused by improper matching is avoided. Compared with feeding of drill pipes by a manipulator, the feeding device saves equipment cost.
2. Through the fixed drill pipe of supplementary clamping jaw, guarantee that the drill pipe guarantees vertical state before being rotated fixedly by the rig, improve loading attachment's stability, avoid drill pipe and drill bit to bump the damage, supplementary clamping jaw increases the frictional force between the drill pipe through magnet simultaneously, reduces the speed that the drill pipe moves down under the action of gravity, avoids the screw thread collision damage between the drill pipe, has reduced the exploration sampling equipment's of tunnel rock soil fault rate of use.
3. The balancing weight is arranged on one side, far away from the steel wire rope, of the drilling machine, the balancing weight can drive the auxiliary clamping jaw to reset to the middle of the guide rod, meanwhile, the balancing weight is different in the direction of friction force between the mounting frame and the guide rod when the auxiliary clamping jaw is pushed to descend and the auxiliary clamping jaw is driven to ascend, so that the torque of the balancing weight to the drilling machine is changed at different moments, the change of the tensile force of the steel wire rope to the drilling machine can be matched, the two are neutralized and counteracted, the support is prevented from generating excessive torque, deformation and damage are avoided, and the use failure rate of the exploration sampling equipment for tunnel rock soil is reduced.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present invention;
FIG. 2 is an enlarged view of a portion of FIG. 1 at A;
FIG. 3 is an enlarged view of a portion of FIG. 1 at B;
FIG. 4 is a schematic view of the internal structure of the transmission device of the present invention;
FIG. 5 is a schematic illustration of the ratchet-pawl engagement of the present invention;
FIG. 6 is a schematic diagram of a counterweight according to the invention.
In the figure: 1. a vehicle body; 2. rotating the base plate; 3. a guide rod; 4. a bracket; 5. a drilling machine; 6. positioning holes; 7. a clamping part; 8. a frame; 9. a conveyor belt device; 901. a conveyor belt; 902. an input shaft; 10. a driving shaft; 11. a wire rope; 12. a baffle; 13. arc slideway; 14. a notch; 15. a fence; 16. a fixed block; 1701. a front push plate; 1702. a rear push plate; 18. cutting into blocks; 1901. a first rotating shaft; 1902. a second rotating shaft; 1903. a third rotating shaft; 1904. a rotation shaft IV; 1905. a fifth rotating shaft; 20. a case; 2101. bevel gears I; 2102. bevel gears II; 2201. a first turbine; 2202. a second turbine; 2301. a first worm; 2302. a second worm; 2401. a first disc; 2402. a second disc; 2501. a ratchet wheel I; 2502. a ratchet wheel II; 2601. a first pawl; 2602. a second pawl; 2701. a first gear; 2702. a second gear; 28. a through hole; 29. a mounting frame; 30. an auxiliary clamping jaw; 31. balancing weight; 3201. a first magnet; 3202. a second magnet; 3203. and a magnet III.
Detailed Description
The technical solutions of the symmetrical embodiments of the present invention will be clearly and completely described below with reference to fig. 1 to 6 of the accompanying drawings, and it is apparent that the embodiments of the present invention include, but are not limited to, the embodiments described below. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
The invention provides a device for exploring and sampling tunnel rock and soil, which has the following technical scheme:
referring to fig. 3, after the drill pipe is driven by the drill machine 5 to complete threaded connection between drill pipes, the drill pipe is driven to rotate, so that the drill bit at the head of the first drill pipe is driven to rotate, and the drill machine 5 and the drill pipe are driven to slowly move downwards by hydraulic driving, at this time, the wire rope 11 is wound under the action of the torsion spring, and the ratchet wheel one 2501 and the ratchet wheel two 2502 slip on the pawl one 2601 and the pawl two 2602 respectively, so that the tensile force applied to the drill machine 5 is small. When rig 5 descends and removes to guide bar 3 middle part, balancing weight 31 can support mounting bracket 29 to promote mounting bracket 29 to overcome the appeal of magnet body one and remove downwards, avoid mounting bracket 29 and rig 5 to take place to interfere, mounting bracket 29 can produce an ascending frictional force this moment, frictional force is opposite with the gravity direction of balancing weight 31, consequently can offset the moment of torsion of balancing weight 31 that a part of rig 5 received, thereby make the power that rig 5 both ends received approximately equal, make support 4 can not produce great moment of torsion, take place to warp the damage, the life of the exploration sampling equipment of extension tunnel ground. In order to ensure that the gravity center of the balancing weight 31 is far away from the steel wire rope 11, the horizontal part of the balancing weight 31 is made of a composite material with smaller density. The counterweight 31 and the wire rope 11 may be connected directly to the support 4 in addition to the drill 5.
When the drilling machine 5 is lowered to the lowest position, the distance between the motor and the clamping part 7 is larger than the length of the auxiliary clamping jaw 30 and the height of the pushing plate, so that the drilling machine 5 does not interfere with the auxiliary clamping jaw 30 and the pushing plate. When the drill bit of the drilling machine 5 stops rotating, the clamping part 7 can clamp the drill pipe, so that the phenomenon that the drill pipe is reversed when the drill bit is in threaded connection with the drill pipe, and the drill pipe is loose in connection is avoided. When the drill bit is disconnected from the drill pipe, the support 4 drives the drilling machine 5 to move upwards. At this time, because the magnetic field intensity of the second magnet 3202 is greater than that of the third magnet 3203, under the action of the second magnet 3202, the weight 31 drives the mounting frame 29 to move upwards, and the direction of the friction force generated by the mounting frame 29 is vertical downward and the direction of the friction force generated by the mounting frame is the same as the gravity direction of the weight 31, so that the force applied by the drilling machine 5 is the gravity of the weight 31 plus the friction force.
Referring to fig. 4, when the drilling machine 5 moves upwards, the driving shaft 10 is pulled to release the steel wire rope 11, so as to drive the driving shaft 10 to rotate reversely, so that the ratchet wheel 2501 and the ratchet wheel 2502 at two ends of the driving shaft 10 are driven to rotate, the ratchet wheel 2501 drives the disc 2401 to rotate through the pawl 2601, the disc 2401 drives the worm 2301 and the rotating shaft three 1903 to synchronously rotate, so as to drive the turbine 2201 to rotate, the turbine 2201 drives the rotating shaft two 1902 to rotate, and the rotating shaft three 1903 transmits kinetic energy to the input shaft 902 through the bevel gear, so that the input shaft 902 drives the conveying belt 901 to move towards the direction close to the circular arc slideway 13. Since the interval between the baffles 12 is equal to the diameter of the drill pipe, and the interval between the fixing blocks 16 at both sides of the support 4 is greater than the diameter of the drill pipe by 1-2cm, the drill pipe can be kept in a vertical state on the conveyor belt 901 for movement because the baffles 12 and the fixing blocks 16 restrict the drill pipe in four directions. In order to avoid tilting of the drill pipe, the spacing between the fixed blocks 16 should not be too great. When the drill 5 is moved to the highest point, the conveyor 901 moves a drill pipe diameter plus the thickness of the baffle 12. Meanwhile, the rotation of the ratchet wheel II 2502 pushes the disc II 2402 to rotate through the cooperation of the ratchet wheel II 2602, the disc I2401 drives the worm II 2302 and the rotating shaft to synchronously rotate, the worm II 2302 drives the rotating shaft V1905 to rotate through the turbine II 2202, and the rotating shaft V1905 drives the rotating shaft I1901 to rotate through gear transmission, so that the baffle 12 is driven to rotate. When the drilling machine 5 is moved to the highest point, the apron 12 is rotated 180 °. The wire 11 enters and exits the inside of the box 20 through the through hole 28 of the first rotary shaft 1901, and the wire 11 does not interfere with the push plate because the path of the wire 11 is located at the rotation center of the push plate. Since the wire 11 needs to drive a large number of parts, the tension generated on the drill 5 increases and is substantially equal to the force of the counterweight 31.
The first rotation shaft 1901 drives the front push plate 1701 and the rear push plate 1702 to rotate synchronously, and because the circle centers of the first rotation shaft 1901 and the circular arc slide way 13 are arranged eccentrically, the length difference between the front baffle 12 and the rear push plate 1702 is equal to the distance between the circle center of the first rotation shaft 1901 and the circle center of the circular arc slide way 13, the rear baffle 12 contacts the drill pipe when the conveyer 901 approaches to the upper part of one end of the circular arc slide way 13, and the front baffle 12 is positioned in front of the drill pipe before the drill pipe enters the area to be fed. The rear push plate 1702 and the front push plate 1701 cooperate with the circular arc chute 13 to restrict the four directions of the drill pipe, so that the drill pipe can be kept vertically movable. Because the back push plate 1702 needs to do work on the drill pipe, the number of the push plates is two, the bending stress of the back push plate 1702 is reduced, the stability of pushing the drill pipe is improved, and the front push plate 1701 is positioned between the two back push plates 1702, so that the overall stability of the drill pipe is ensured. Because of the eccentric arrangement of the first shaft 1901, the rear push plate 1702 will separate from the drill pipe as the push plate moves the drill pipe over the pilot hole 6, preventing the drill pipe from rotating with the interference push plate. Because the first rotating shaft 1901 is driven by the worm and gear, the self-locking property of the worm and gear ensures that when the drilling machine 5 stops moving, the pushing plate can not rotate continuously due to inertia, so that the matching error of the pushing plate and the conveyer belt 901 is caused, and the operation accuracy of the tunnel rock and soil exploration sampling equipment is improved.
Referring to fig. 2, when a drill pipe is pushed away by a push plate, the next drill pipe is moved to an end of the circular arc chute 13 near the conveyor 901 by the conveyor 901, and the baffle 12 of the advancing direction of the drill pipe is moved to a curved portion of the conveyor 901, so that the drill pipe lacks a constraint in one direction, and in order to avoid tilting of the drill pipe, the interval between the fixing blocks 16 is smaller than the diameter of the drill pipe by 1-2cm, so as to clamp the drill pipe, so that the drill pipe can be separated by the rear push plate 1702. The stability of the drill pipe moving to the arc slide way 13 can be improved by the phase-cut blocks 18, but the arc slide way 13 is too close to the conveying belt 901, so that interference with the baffle plate 12 is avoided, the notch 14 is formed in the arc slide way 13, the length of the baffle plate 12 is set to be 1/2 of the diameter of the drill pipe so as to avoid the influence of the notch 14 on the movement of the drill pipe, meanwhile, the baffle plate 12 is arranged in the middle of the conveying belt 901, the baffle plate 12 is ensured to be fully contacted with the drill pipe, and the stability of the feeding device is improved. The length of the screw threads at the two ends of the drill pipe is 1.5 times of the diameter, so that the baffle 12 is set to be twice of the diameter of the drill pipe, the baffle 12 can be contacted with the largest outer side wall of the drill pipe, loosening of the drill pipe in the conveying process is avoided, and stable and automatic feeding of the exploration sampling equipment for the tunnel rock and soil is ensured.
Referring to fig. 3, when the drilling machine 5 moves to the middle part of the guide rod 3, the mounting frame 29 is attracted by the first magnet 3201, and because the magnetic field intensity of the first magnet 3201 is larger than the sum of the magnetic field intensity of the second magnet 3202 and the magnetic field intensity of the third magnet 3203, the auxiliary clamping jaw 30 stops moving at the middle part of the guide rod 3, so that the auxiliary clamping jaw 30 is attached to the middle part of a drill pipe, the stability between the auxiliary clamping jaw 30 and the drill pipe is improved, the next drill pipe is moved to the upper part of the positioning hole 6 by the waiting push plate, and when the drill pipe moves to the upper part of the positioning hole 6, the drill pipe is stably attached to the auxiliary clamping jaw 30 under the action of the third magnet 3203, and the drill pipe is in a vertical state. The length of the auxiliary clamping jaw 30 is 1/20 of that of the drill pipe, when the length of the auxiliary clamping jaw 30 is smaller than 1/20, the limiting torque of the two ends of the auxiliary clamping jaw 30 on the drill pipe is smaller, the drill pipe is easy to shake and incline, and when the length of the auxiliary clamping jaw 30 is larger than 1/20, the length of the auxiliary clamping jaw 30 is larger than the interval between the drilling machine 5 and the clamping part 7 when the drilling machine 5 descends to the lowest point, and interference can occur. Under the effect of the magnet III 3203, the drill pipe slowly moves downwards to be in contact with the last drill pipe, so that screw thread collision damage between the drill pipes is avoided, the service life of the drill pipe is prolonged, the use failure rate of the tunnel rock and soil exploration sampling equipment is reduced, at the moment, the drilling machine 5 descends to be in contact with the drill bit and is then started, the drill machine 5 is driven to be in threaded connection, and the downward movement of the next drill pipe is realized. The feeding process of the whole drill pipe does not need to be assisted manually, so that the automation degree of the exploration sampling equipment of the tunnel rock soil is improved, the use fault rate of the exploration sampling equipment of the tunnel rock soil is reduced, and the labor cost is reduced. Meanwhile, the problem that personal safety of operators is damaged due to collision between operators and a drilling machine caused by improper matching is avoided.
To avoid friction between the circular arc chute 13, the rear push plate 1702, the front push plate 1701, the baffle 12, the auxiliary clamping jaw 30 and the fixed block 16 and the drill pipe, and scratch the surface of the drill pipe, the service life of the drill pipe is reduced, the circular arc chute 13, the rear push plate 1702, the front push plate 1701, the baffle 12, the auxiliary clamping jaw 30 and the drill pipe can be made of high polymer materials with hardness lower than the minimum hardness HRC20 of carbon steel, such as polyethylene, polypropylene and the like.
Although a number of embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made in the state and details of these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (8)

1. The utility model provides a exploration sampling equipment of tunnel ground, includes automobile body (1), rotatory bottom plate (2), drive division, automatically controlled portion, rig (5), five guide bars (3) are evenly installed to vertical on rotatory bottom plate (2), slidable mounting has support (4) on guide bar (3), and support (4) are through hydraulic drive, fixed mounting has rig (5) on support (4), locating hole (6) have been seted up on rotatory bottom plate (2), two clamping parts (7) are installed to symmetry on rotatory bottom plate (2), and clamping part (7) are located locating hole (6) both sides, its characterized in that: the automatic feeding device is characterized in that a frame (8) is arranged on one side of the car body (1), a conveying belt device (9) is arranged on the frame (8), the conveying belt device (9) comprises a conveying belt (901) and an input shaft (902), a transmission device is arranged on one side of the frame (8) close to the drilling machine (5), a first rotating shaft (1901) is rotatably arranged on the frame (8), a feeding device is jointly arranged on the first rotating shaft (1901) and the frame (8), a steel wire rope (11) is detachably connected to one side of the drilling machine (5), the other end of the steel wire rope (11) is connected with the transmission device, the transmission device drives the input shaft (902) and the first rotating shaft (1901) to realize intermittent unidirectional rotation when the drilling machine (5) pulls the steel wire rope (11) to reciprocate up and down, and the first rotating shaft (1901) rotatably drives a drilling pipe on the conveying belt (901) to move to a position right above a positioning hole (6).
2. The apparatus for exploring and sampling tunnel rock and soil of claim 1, wherein: the feeding device comprises a baffle (12), a rail (15), a fixed block (16), an arc slide way (13) and a pushing plate, wherein a plurality of baffles (12) are uniformly and vertically arranged on a conveying belt (901), the interval between the baffles (12) is equal to the diameter of a drill pipe, the length of each baffle (12) is half of the diameter of the drill pipe, the height of each baffle (12) is 2 times of the diameter of the drill pipe, the distance between each baffle (12) and two sides of the conveying belt device (9) is equal, the arc slide way (13) is arranged at one end of the conveying belt device (9) close to a rotating bottom plate (2), two ends of the arc slide way (13) are respectively overlapped with the conveying belt (901) and a clamping part (7), the inner bottom wall of the arc slide way (13) is flush with the highest point of the conveying belt (901), a notch (14) avoiding interference with the baffle (12) is formed in the arc slide way (13), the rail (15) is symmetrically arranged at two sides of the rack (8), the fixed block (16) is arranged at one side of each rail (15) close to each other, the fixed block (16) is arranged at one end of each rail (16) close to each other, the fixed block (16) is larger than the drill pipe (2) and the distance between the fixed block and the fixed block is smaller than the fixed block (1) and the fixed block is equal to the fixed block (2, the pushing plate is matched with the circular arc slide way (13) to move the drill pipe from the conveying belt (901) to the position right above the positioning hole (6).
3. A tunnel rock and soil exploration sampling apparatus as claimed in claim 2, wherein: one end of the arc slide way (13) close to the conveying belt (901) is fixedly provided with a tangent block (18), the tangent block (18) is positioned at two sides of the notch (14), and the tangent block (18) is tangent with the top wall of the outer side of the conveying belt (901).
4. A tunnel rock and soil exploration sampling apparatus as claimed in claim 2, wherein: the push plate comprises a front push plate (1701) and a rear push plate (1702), wherein the front push plate (1701) and the rear push plate (1702) are arranged in a staggered mode, the number of the rear push plates (1702) is two, the front push plate (1701) is positioned between the two rear push plates (1702), the first rotating shaft (1901) and the circular arc slide way (13) are eccentrically arranged, and the length difference between the front baffle plate (12) and the rear push plate (1702) is equal to the distance between the circle center of the first rotating shaft (1901) and the circle center of the circular arc slide way (13).
5. The apparatus for exploring and sampling tunnel rock and soil of claim 1, wherein: the transmission device comprises a box body (20) fixedly arranged on one side of a frame (8), an input shaft (902) extends into the box body (20), one end of the input shaft (902) positioned in the box body (20) is fixedly provided with a bevel gear I (2101), a rotating shaft II (1902) is rotatably arranged on the inner side wall of the box body (20), the axis of the rotating shaft II (1902) is parallel to the bottom wall on the inner side of the box body (20), one end of the rotating shaft II (1902) close to the bevel gear I (2101) is fixedly provided with a bevel gear II (2102), one end of the rotating shaft II (1902) far away from the bevel gear II (2102) is fixedly provided with a turbine I (2201), one end of the rotating shaft III (1903) far away from the inner side wall of the box body (20) is connected with a worm I (2301) matched with the turbine I (2201), one end of the worm I (2301) far away from the rotating shaft III (1903) is fixedly provided with a disc 2401), one end of the disc 2401 is fixedly arranged on the inner side of the inner side wall of the box body (20), one end of the disc (2301) far away from the worm (2301) is fixedly provided with a torsion spring housing (20), one end of the two side of the rotating shafts (2301) far away from the bevel gear II (2102) is fixedly provided with a torsion spring housing (20), the utility model discloses a novel electric power generation device, which is characterized in that a ratchet wheel I (2501) matched with a pawl I (2601) is fixedly arranged at one end of a driving shaft (10) close to a disc I (2401), a ratchet wheel II (2502) is fixedly arranged at the other end of the driving shaft (10), a region between the ratchet wheel I (2501) and the ratchet wheel II (2502) is fixedly connected with one end of a steel wire rope (11), a rotating shaft IV (1904) is rotatably arranged on the inner side wall of a box body (20), a worm II (2302) connected with one end of the rotating shaft IV (1904) far away from the inner side wall of the box body (20), a disc II (2402) is fixedly arranged at one end of the worm II (2302) far away from a rotating shaft III (1903), a pawl II (2602) matched with the ratchet wheel II (2502) is rotatably arranged at one side of the disc II (2402) far away from the worm III (2503) through a torsion spring, a rotating shaft V (1905) is vertically arranged on the top wall of the inner side of the box body (20), a worm wheel II (2302) matched with the worm II (2302) is rotatably arranged on the inner side wall of the box body (1905), a worm II (2302) is connected with the rotating shaft IV (2302), a gear II (2302) is connected with the rotating shaft (1901) which is arranged on the inner side of the box body (20), a gear II (2701) and a gear II (2701) which is rotatably arranged on the top, one end of the first rotating shaft (1901) positioned in the box body (20) is provided with a second gear (2702) matched with the first gear (2701), the end face of the first rotating shaft (1901) is provided with a through hole (28), and the steel wire rope (11) passes through the through hole (28) and enters the inner side of the box body (20).
6. The apparatus for exploring and sampling tunnel rock and soil of claim 1, wherein: the utility model discloses a drilling machine, including guide bar (3), mounting bracket (29) is gone up to slidable mounting, fixed mounting has auxiliary clamping jaw (30) on mounting bracket (29), auxiliary clamping jaw (30) cross-section is semicircle, and auxiliary clamping jaw (30) internal diameter is fixed in the drill pipe diameter, auxiliary clamping jaw (30) length equals the twenty times of drill pipe length, auxiliary clamping jaw (30) are located directly over locating hole (6), guide bar (3) middle part is equipped with magnet one (3201), magnet two (3202) are installed to support (4) bottom, the magnetic field strength of magnet one (3201) is the twice of the magnetic field strength of magnet two (3202), mounting bracket (29) adopt can be by the material of magnetism to inhale.
7. The apparatus for exploring and sampling a tunnel rock and soil of claim 6, wherein: two magnets III (3203) are symmetrically and internally arranged at two ends of the inner circular side wall of the auxiliary clamping jaw (30), and the magnetic field intensity of the magnets III (3203) is half of that of the magnets I (3201).
8. The apparatus for exploring and sampling a tunnel rock and soil of claim 6, wherein: one end of the drilling machine (5) far away from the steel wire rope (11) is fixedly provided with a balancing weight (31), the balancing weight (31) is L-shaped, and the horizontal part of the balancing weight (31) is provided with a magnet II (3202).
CN202310765742.2A 2023-06-26 2023-06-26 Tunnel rock soil exploration sampling equipment Pending CN116929825A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202310765742.2A CN116929825A (en) 2023-06-26 2023-06-26 Tunnel rock soil exploration sampling equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202310765742.2A CN116929825A (en) 2023-06-26 2023-06-26 Tunnel rock soil exploration sampling equipment

Publications (1)

Publication Number Publication Date
CN116929825A true CN116929825A (en) 2023-10-24

Family

ID=88381871

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202310765742.2A Pending CN116929825A (en) 2023-06-26 2023-06-26 Tunnel rock soil exploration sampling equipment

Country Status (1)

Country Link
CN (1) CN116929825A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117330356A (en) * 2023-12-01 2024-01-02 中铁四局集团有限公司 Tunnel soil sampling device and sampling method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117330356A (en) * 2023-12-01 2024-01-02 中铁四局集团有限公司 Tunnel soil sampling device and sampling method
CN117330356B (en) * 2023-12-01 2024-03-26 中铁四局集团有限公司 Tunnel soil sampling device and sampling method

Similar Documents

Publication Publication Date Title
CN116929825A (en) Tunnel rock soil exploration sampling equipment
CN105772851A (en) Fully automatic pipe material saw cutting machine
CN108788546B (en) Automatic row welding machine for special-shaped reinforcement cage
CN102896292A (en) Full-automatic rotor aluminum-casting machine
CN112676841A (en) Automatic drilling device of short material sawing and drilling integrated machine
CN210975628U (en) Highway traffic awl winding and unwinding devices
CN202062147U (en) Automatic surfacing equipment for wear resistant layer of inner wall of pipeline
CN211692311U (en) Intelligent directional drilling machine for gas drainage
CN210162750U (en) Automatic pipe feeding device
CN103447723B (en) Process pipe welding workstation
CN216129041U (en) Non-stop automatic paper feeder
CN214054341U (en) Automatic drilling device of short material sawing and drilling integrated machine
CN220522556U (en) Ore excavating device
CN113263130A (en) Automatic riveting machine for scaffold cross bar
CN112427684A (en) Machining device for rail transit construction
CN112411280A (en) Use method of machining device for rail transit construction
CN214505589U (en) Automatic broken system of cutting of waste battery
CN219667064U (en) Wall cutting auxiliary device
CN215149511U (en) Grooving acid pouring machine for automobile battery
CN113217056A (en) Mining anchor rope erection equipment
CN219733292U (en) Drilling device for supporting anchor rod installation
CN214134105U (en) Machining device for rail transit construction
CN214443412U (en) Automatic cutting and welding machine device for strip steel of pipeline production line
CN109236207A (en) A kind of novel drill rod box system
CN211330929U (en) Automatic perforating device of seamless steel pipe

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination