CN115030657B - Anchor construction equipment is irritated in tunnel - Google Patents
Anchor construction equipment is irritated in tunnel Download PDFInfo
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- CN115030657B CN115030657B CN202210810388.6A CN202210810388A CN115030657B CN 115030657 B CN115030657 B CN 115030657B CN 202210810388 A CN202210810388 A CN 202210810388A CN 115030657 B CN115030657 B CN 115030657B
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- tunnel
- anchor
- steel bar
- telescopic
- gear
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/02—Drilling rigs characterized by means for land transport with their own drive, e.g. skid mounting or wheel mounting
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B15/00—Supports for the drilling machine, e.g. derricks or masts
- E21B15/003—Supports for the drilling machine, e.g. derricks or masts adapted to be moved on their substructure, e.g. with skidding means; adapted to drill a plurality of wells
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/003—Machines for drilling anchor holes and setting anchor bolts
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
- F16M11/00—Stands or trestles as supports for apparatus or articles placed thereon Stands for scientific apparatus such as gravitational force meters
- F16M11/02—Heads
- F16M11/04—Means for attachment of apparatus; Means allowing adjustment of the apparatus relatively to the stand
- F16M11/043—Allowing translations
- F16M11/046—Allowing translations adapted to upward-downward translation movement
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
- F16M11/00—Stands or trestles as supports for apparatus or articles placed thereon Stands for scientific apparatus such as gravitational force meters
- F16M11/02—Heads
- F16M11/04—Means for attachment of apparatus; Means allowing adjustment of the apparatus relatively to the stand
- F16M11/06—Means for attachment of apparatus; Means allowing adjustment of the apparatus relatively to the stand allowing pivoting
- F16M11/10—Means for attachment of apparatus; Means allowing adjustment of the apparatus relatively to the stand allowing pivoting around a horizontal axis
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
- F16M11/00—Stands or trestles as supports for apparatus or articles placed thereon Stands for scientific apparatus such as gravitational force meters
- F16M11/02—Heads
- F16M11/18—Heads with mechanism for moving the apparatus relatively to the stand
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
- F16M13/00—Other supports for positioning apparatus or articles; Means for steadying hand-held apparatus or articles
- F16M13/02—Other supports for positioning apparatus or articles; Means for steadying hand-held apparatus or articles for supporting on, or attaching to, an object, e.g. tree, gate, window-frame, cycle
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V9/00—Prospecting or detecting by methods not provided for in groups G01V1/00 - G01V8/00
Abstract
The invention discloses tunnel anchor grouting construction equipment which comprises a steel bar detection device, a drilling device, an anchor grouting device and two main body end seats, wherein a central main shaft is connected between the two main body end seats, at least two tunnel supporting arm pieces with traveling wheels and traveling motors are distributed and installed on the main body end seats, the steel bar detection device, the drilling device and the anchor grouting device are sequentially and rotatably installed on the central main shaft, and a driving motor A, a driving motor B and a driving motor C are arranged on the central main shaft; the end part of the reinforcing steel bar detecting device is provided with a reinforcing steel bar detecting head, the end part of the drilling device is provided with a drilling machine, and the end part of the anchor grouting device is provided with an anchor grouting machine. According to the invention, the walking motor walks in the tunnel, the reinforcing steel bar detection device detects the reinforcing steel bar metal on the inner wall of the tunnel body, the drilling device is used for drilling, and the anchor filling device is used for anchoring the mounting internal thread rivet column at the fixed position drilling position, so that the reinforcing steel bar detection, drilling and anchor filling operation at the fixed position of the inner wall of the tunnel is realized, and the construction quality and the construction efficiency are improved.
Description
Technical Field
The invention relates to the field of tunnel conduit fixing position construction, in particular to tunnel anchor grouting construction equipment.
Background
Inside can laying cable, power cord, signal line etc. in the tunnel, these lines are generally fixed a position through the spool and are laid, and the spool all is that the fix with screw or fix in the tunnel inboard through the line pipe clamp, then can form each fixed position at the tunnel inner wall, often punches the installation internal thread riveting post and fixes a position fixedly through the screw on fixed position. Because the reinforcing bar has been laid among the tunnel supporting construction, need avoid the reinforcing bar when punching, anchor in the internal thread riveting post (otherwise can harm drilling equipment, influence tunnel supporting construction performance even, perhaps the hole fixity of beating is not good), among the prior art, generally equipment punches and anchor in the internal thread riveting post one by one, and the reinforcing bar is avoided to the experience of punching generally, and it is lower to punch and anchor in the internal thread riveting post efficiency, needs stronger artificial experience. When a pipeline is laid, a general pipeline clamp can be finely adjusted after being installed in a fixing position, but the fixing position of the pipeline clamp is required to have better straightness, otherwise, the pipeline cannot be installed, the pipeline needs to be punched again and anchored into an internal thread rivet column, and workers also need to have rich experience to avoid reinforcing steel bars. The traditional technology generally needs many people's multiple operation to realize the construction operation of fixed position, has the potential safety hazard in the inside construction of tunnel, and workman intensity of labour is great, leads to construction quality, efficiency of construction generally not high.
Disclosure of Invention
Aiming at the defects in the prior art, the invention aims to provide tunnel anchor grouting construction equipment, which travels linearly in a tunnel through a traveling motor, a reinforcing steel bar detection device detects the reinforcing steel bar metal on the inner wall of a tunnel body, the tunnel anchor grouting construction equipment stops after the traveling distance A at the position without the reinforcing steel bar, and fixed-position drilling operation is carried out through a drilling device; the tunnel anchor filling construction equipment stops after continuing to walk for a distance B, and the anchor device is anchored into the mounting internal thread riveting column at the fixed-position drilling position, so that mechanized, standardized and streamlined steel bar detection, drilling and anchor filling operations of the fixed position of the inner wall of the tunnel are realized, and the construction quality and the construction efficiency are improved.
The purpose of the invention is realized by the following technical scheme:
a kind of tunnel irritates the anchor construction equipment, including irritate anchor construction control system, steel reinforcement detecting device, drilling equipment, irritate anchor device and two main body end bases, connect with the central main shaft between two main body end bases, install at least two tunnel back-up arm pieces on the said main body end base, the said tunnel back-up arm piece end installs walking wheel and driving the walking motor that the walking wheel rotates; the steel bar detection device comprises a telescopic power mechanism A, a gear turntable A and a steel bar detection head, wherein the gear turntable A is fixed at the bottom of the telescopic power mechanism A, the steel bar detection head is arranged at the top of the telescopic power mechanism A, the gear turntable A is sleeved outside the drive gear A, and an internal gear A meshed with the second half part of the drive gear A is arranged inside the gear turntable A; the drilling device comprises a telescopic power mechanism B, a gear turntable B and a drilling machine, wherein the gear turntable B is fixed at the bottom of the telescopic power mechanism B, the drilling machine is arranged at the top of the telescopic power mechanism B, the gear turntable B is sleeved outside the driving gear B, and an internal gear B meshed with the second half part of the driving gear B is arranged inside the gear turntable B; the bearing C is fixedly provided with a driving gear C, a driving motor C is fixed on the central main shaft and provided with a power gear C meshed with the first half part of the driving gear C, the anchor grouting device comprises a telescopic power mechanism C, a gear turntable C and an anchor grouting machine, the gear turntable C is fixed at the bottom of the telescopic power mechanism C, the anchor grouting machine is arranged at the top of the telescopic power mechanism C, the gear turntable C is sleeved outside the driving gear C, and an inner gear C meshed with the second half part of the driving gear C is arranged inside the gear turntable C; the anchor irrigation construction control system comprises a walking control module and a single-point anchor irrigation control module, wherein the walking control module is connected with a walking motor, and the single-point anchor irrigation control module is respectively connected with the walking motor, a reinforcing steel bar detection device, a drilling device and an anchor irrigation device.
In order to better realize the invention, the single-point anchor grouting control system also comprises a tunnel body, the single-point anchor grouting control module also comprises a reinforcing steel bar detection working module, a drilling working module, an anchor grouting working module and a walking working module, and the control method of the anchor grouting construction control system comprises the following steps:
the tunnel anchor filling construction equipment is installed inside the tunnel body in a matched mode, a reinforcing steel bar detection working module of the single-point anchor filling control module controls a reinforcing steel bar detection head of the reinforcing steel bar detection device to contact the inner wall of the tunnel body, the walking control module controls a walking motor to work and drives a walking wheel to move so as to drive the tunnel anchor filling construction equipment to walk, and the reinforcing steel bar detection device detects whether reinforcing steel bar metal exists on the inner wall of the tunnel body; if the reinforcing steel bar detection device detects that no reinforcing steel bar metal exists on the inner wall of the tunnel body, the walking working module of the single-point anchor pouring control module controls the walking motor to work and stops after the tunnel anchor pouring construction equipment walks for a distance A, and the drilling working module of the single-point anchor pouring control module controls a drilling machine of the drilling device to drill the inner wall of the tunnel body; after drilling is finished, the walking working module of the single-point anchor grouting control module controls the walking motor to work and stops after the tunnel anchor grouting construction equipment walks for a distance B, and the anchor grouting working module of the single-point anchor grouting control module controls the anchor grouting machine of the anchor grouting device to be anchored into the mounting internal thread riveting column at the drilling position.
The further technical scheme is as follows: the main body end seat is provided with three tunnel support arm pieces which are uniformly distributed on the main body end seat; and a support arm mounting groove matched with the end part of the tunnel support arm part is formed in the main body end seat.
The further technical scheme is as follows: tunnel tributary arm spare includes first support arm, second support arm, third support arm and walking pulley seat in proper order, and the first end of first support arm is connected in the support arm mounting groove of main part end base through rotatable locking joint A, and the first end of second support arm is connected through rotatable locking joint B with first support arm second end, and the first end of third support arm is connected through rotatable locking joint C with second support arm second end, the walking pulley seat is connected in third support arm second end through rotatable locking joint D, walking motor, walking wheel are installed on the walking pulley seat.
Preferably, the telescopic power mechanism A of the steel bar detecting device is a hydraulic telescopic device, the telescopic power mechanism A comprises a telescopic cylinder A and a telescopic rod A which is arranged in the telescopic cylinder A in a telescopic matching mode, the steel bar detecting head is fixed at the end part of the telescopic rod A, the bottom of the telescopic cylinder A is fixed on a gear turntable A, and a plurality of idler wheels are rotatably arranged on the end surface of the steel bar detecting head.
Preferably, a motor step A is arranged on the central spindle close to the bearing A, and the driving motor A is installed on the motor step A in a matching mode; a limiting groove A is formed in the gear turntable A, and the bottom of the telescopic cylinder A is fixedly installed in the limiting groove A in a matched mode.
Preferably, the telescopic power mechanism B of the drilling device is a hydraulic telescopic device, the telescopic power mechanism B comprises a telescopic cylinder B and a telescopic rod B which is arranged in the telescopic cylinder B in a telescopic matching mode, the drilling machine is fixed at the end part of the telescopic rod B, and the bottom of the telescopic cylinder B is fixed on the gear turntable B.
Preferably, a motor step B is arranged on the central spindle close to the bearing B, and the driving motor B is installed on the motor step B in a matching manner; the gear turntable B is provided with a limiting groove B, and the bottom of the telescopic cylinder B is matched and fixedly arranged in the limiting groove B.
Preferably, the telescopic power mechanism C of the anchor grouting device is a hydraulic telescopic device and comprises a telescopic cylinder C and a telescopic rod C which is arranged in the telescopic cylinder C in a telescopic matching mode, the anchor grouting machine is fixed at the end part of the telescopic rod C, and the bottom of the telescopic cylinder C is fixed on the gear turntable C.
Preferably, a motor step C is arranged on the central spindle close to the bearing C, and the driving motor C is installed on the motor step C in a matching manner; a limiting groove C is formed in the gear turntable C, and the bottom of the telescopic cylinder C is fixedly installed in the limiting groove C in a matched mode.
Compared with the prior art, the invention has the following advantages and beneficial effects:
(1) According to the invention, the walking motor walks in a straight line in the tunnel, the reinforcing steel bar detection device detects the reinforcing steel bar metal on the inner wall of the tunnel body, the tunnel anchor filling construction equipment stops after continuously walking for a distance A at the position without the reinforcing steel bar, and fixed-position drilling operation is carried out through the drilling device; the tunnel anchor filling construction equipment stops after continuing to walk for a distance B, and the anchor is anchored into the mounting internal thread riveting column at the fixed position drilling position through the anchor filling device, so that mechanized, standardized and streamlined steel bar detection, drilling and anchor filling operations of the fixed position of the inner wall of the tunnel are realized, and the construction quality and the construction efficiency are improved.
(2) The anchor grouting construction control system comprises a walking control module and a single-point anchor grouting control module, wherein the walking control module controls a walking motor to perform walking detection on the reinforced metal, and the single-point anchor grouting control module can realize continuous operation of drilling and anchor grouting at a single fixed position, so that the construction efficiency is greatly improved.
Drawings
FIG. 1 is a schematic structural view of the combined tunnel anchor grouting construction equipment of the present invention;
FIG. 2 is an assembly view of the tunnel anchor grouting construction equipment of the present invention;
FIG. 3 is a schematic view of the tunnel anchor grouting construction equipment according to the present invention in use;
FIG. 4 is a schematic structural block diagram of the anchor grouting construction control system of the present invention;
fig. 5 is a schematic structural view in the front view direction of fig. 3.
Wherein, the names corresponding to the reference numbers in the drawings are as follows:
1-main body end seat, 2-tunnel supporting arm component, 21-first supporting arm, 210-rotatable locking joint A, 211-rotatable locking joint B, 22-second supporting arm, 221-rotatable locking joint C, 23-third supporting arm, 231-rotatable locking joint D, 24-walking pulley seat, 241-walking wheel, 3-central spindle, 31-bearing A, 32-bearing B, 33-bearing C, 4-steel bar detection device, 41-gear turntable A, 411-internal gear A, 42-driving gear A, 43-telescopic cylinder A, 44-telescopic rod A, 45-steel bar detection head, 451-roller, 5-driving motor A, 6-drilling device, 61-gear turntable B, 611-internal gear B, 62-driving gear B, 63-telescopic cylinder B, 64-telescopic rod B, 65-internal gear B, 7-driving motor B, 8-anchoring device, 81-gear turntable C, 811-C, 82-driving gear C, 83-telescopic cylinder C, 84-C, 85-drilling machine, 9-anchor machine, 9-supporting arm C, 11-groove mounting motor C and groove mounting motor.
Detailed Description
The present invention is further illustrated in detail below with reference to examples:
examples
As shown in fig. 1 to 4, a tunnel anchor grouting construction device includes an anchor grouting construction control system, a reinforcement detecting device 4, a drilling device 6, an anchor grouting device 8, and two main body end bases 1, wherein a central spindle 3 is connected between the two main body end bases 1, at least two tunnel arm members 2 are installed on the main body end bases 1 (preferably, three tunnel arm members 2 are installed on the main body end bases 1, the three tunnel arm members 2 are uniformly distributed on the main body end bases 1, a support arm installation groove 11 matched with the end of the tunnel arm member 2 is opened on the main body end base 1), and a walking wheel 241 and a walking motor for driving the walking wheel 241 to rotate are installed on the end of the tunnel arm member 2. When the tunnel anchor grouting construction equipment is used, as shown in fig. 3, the tunnel anchor grouting construction equipment is installed inside a tunnel body 10, three tunnel arm pieces 2 are uniformly distributed (as shown in fig. 5, 120 degrees are formed between every two adjacent tunnel arm pieces 2), a traveling motor drives a traveling wheel 241 to rotate and drives the tunnel arm pieces 2 to integrally travel, and the three tunnel arm pieces 2 synchronously travel, so that the tunnel anchor grouting construction equipment linearly travels inside a tunnel along the length direction.
As shown in fig. 2, a bearing a31, a bearing B32, and a bearing C33 that are parallel to each other are sequentially installed on the central spindle 3 at intervals (inner sides of the three bearings are fixed to the central spindle 3, and outer sides of the three bearings are rotatable), a driving gear a42 is fixedly installed on the bearing a31, and a driving motor A5 is fixed on the central spindle 3 (preferably, a motor step a is installed on the central spindle 3 near the bearing a31, and the driving motor A5 is installed on the motor step a in a matching manner), the driving motor A5 has a power gear a engaged with a first half of the driving gear a42, the reinforcement detection device 4 includes a telescopic power mechanism a, a gear turntable a41, and a reinforcement probe 45 (the reinforcement probe 45 is a main body of a mature metal detector and can detect metals such as reinforcements in concrete), the gear turntable a41 is fixed at a bottom of the telescopic power mechanism a, the reinforcement probe 45 is installed at a top of the telescopic power mechanism a, the gear turntable a41 is installed outside the driving gear a42 in a sleeving manner, and an internal gear a411 engaged with a second half of the driving gear a42 is installed inside the gear turntable a 41. The power gear a of the driving motor A5 drives the driving gear a42 to rotate, so that the gear turntable a41, the telescopic power mechanism a and the steel bar detecting head 45 synchronously rotate, as shown in fig. 5, the driving motor A5 is restrained and the steel bar detecting head 45 directly rotates within an angle range a with the central spindle 3 as the center (as shown in fig. 5, the inner wall area of the tunnel covered by the tunnel body 10 except the angle range a is a platform area and a rail area, and fixed position construction operation is not needed).
In some embodiments, the telescopic power mechanism a of the reinforcement bar detecting device 4 is a hydraulic telescopic device (the telescopic power mechanism a is used for driving the reinforcement bar detecting head 45 to perform telescopic motion so as to facilitate the retraction, storage, extension and expansion of the reinforcement bar detecting head 45 to be close to the inner side of the tunnel, the telescopic power mechanism a extends out and enables the reinforcement bar detecting head 45 to be close to the inner wall of the tunnel so as to perform reinforcement bar detecting operation on the inner wall of the tunnel, the telescopic power mechanism a performs the retraction motion so as to enable the reinforcement bar detecting head 45 to be stored and folded so as to reduce the volume, and the reinforcement bar detecting head 45 is convenient to move when not in use), the telescopic power mechanism a comprises a telescopic cylinder a43 and a telescopic rod a44 installed in a telescopic matching manner, the reinforcement bar detecting head 45 is fixed at the end portion of the telescopic cylinder a44, the bottom portion of the telescopic cylinder a43 is fixed on the gear turntable a41, and a plurality of rollers 451 are installed on the end surface of the reinforcement bar detecting head 45 in a rotating manner (which can prevent the reinforcement bar detecting head 45 from being directly contacted with the inner wall of the tunnel so as to protect the end portion of the reinforcement bar detecting head 45). A limiting groove A is formed in the gear turntable A41, and the bottom of the telescopic cylinder A43 is fixedly installed in the limiting groove A in a matched mode. In order to facilitate the steel bar detecting device 4 to rotate and store, in some embodiments, the bottom of the telescopic cylinder a43 is installed in the limiting groove a through a rotatable locking joint, and when the telescopic cylinder is used, the steel bar detecting device 4 can be rotatably unfolded and can be locked and positioned through the rotatable locking joint.
As shown in fig. 2, a driving gear B62 is fixedly mounted on the bearing B32, a driving motor B7 is fixed on the central spindle 3 (preferably, a motor step B is provided on the central spindle 3 near the bearing B32, and the driving motor B7 is cooperatively mounted on the motor step B), the driving motor B7 has a power gear B engaged with the first half of the driving gear B62, the drilling device 6 includes a telescopic power mechanism B, a gear turntable B61, and a drilling machine 65 (the drilling machine 65 is a main body part of the mature drilling equipment, i.e., the mature drilling equipment capable of drilling, the gear turntable B61 is fixed at the bottom of the telescopic power mechanism B, the drilling machine 65 is provided at the top of the telescopic power mechanism B, the gear turntable B61 is sleeved outside the driving gear B62, and an internal gear B611 engaged with the second half of the driving gear B62 is provided inside the gear turntable B61. The power gear B of the driving motor B7 drives the driving gear B62 to rotate, so that the gear turntable B61, the telescopic power mechanism B and the drilling machine 65 rotate synchronously, as shown in fig. 5, the driving motor B7 is constrained and the drilling machine 65 directly rotates within an angle range a with the central spindle 3 as a center (as shown in fig. 5, the inner wall area of the tunnel covered by the tunnel body 10 except the angle range a is a platform and a rail area, and no fixing construction operation is needed).
In some embodiments, the telescopic power mechanism B of the drilling device 6 is a hydraulic telescopic device (the telescopic power mechanism B is used for driving the drilling machine 65 to perform telescopic motion, so that the drilling machine 65 can retract, extend and expand close to the inner side of the tunnel, the telescopic power mechanism B extends and moves, so that the drilling machine 65 reaches the inner wall of the tunnel to perform drilling operation on the inner wall of the tunnel, the telescopic power mechanism B can retract and fold the drilling machine 65 so as to reduce the size, and is convenient to move when not in use), the telescopic power mechanism B comprises a telescopic cylinder B63 and a telescopic rod B64 installed in the telescopic cylinder B63 in a telescopic fit manner, the drilling machine 65 is fixed at the end of the telescopic rod B64, and the bottom of the telescopic cylinder B63 is fixed on the gear turntable B61. A limiting groove B is formed in the gear turntable B61, and the bottom of the telescopic cylinder B63 is fixedly installed in the limiting groove B in a matched mode. In order to facilitate the rotary storage of the drilling device 6, in some embodiments, the bottom of the telescopic cylinder B63 is mounted in the limiting groove B through a rotatable locking joint, and in use, the drilling device 6 can be rotatably unfolded and locked and positioned through the rotatable locking joint.
As shown in fig. 2, a driving gear C82 is fixedly mounted on the bearing C33, a driving motor C9 is fixed on the central spindle 3 (preferably, a motor step C is disposed on the central spindle 3 near the bearing C33, the driving motor C9 is cooperatively mounted on the motor step C), the driving motor C9 has a power gear C engaged with the first half of the driving gear C82, the anchor pouring device 8 includes a telescopic power mechanism C, a gear turntable C81, and an anchor pouring machine 85 (the anchor pouring machine 85 is a body portion of a mature rivet gun and includes an internal thread rivet cylinder and an internal thread rivet cylinder storage cavity), the gear turntable C81 is fixed at the bottom of the telescopic power mechanism C, the anchor pouring machine 85 is disposed at the top of the telescopic power mechanism C, the gear turntable C81 is sleeved outside the driving gear C82, and an internal gear C811 engaged with the second half of the driving gear C82 is disposed inside the gear turntable C81. The power gear C of the driving motor C9 drives the driving gear C82 to rotate, so that the gear turntable C81, the telescopic power mechanism C and the anchor grouting machine 85 can synchronously rotate, as shown in fig. 5, the driving motor C9 is restrained and the anchor grouting machine 85 can directly rotate within an angle range a with the central spindle 3 as the center (as shown in fig. 5, the tunnel inner wall area covered by the tunnel body 10 except the angle range a is a platform and a rail area, and fixed position construction operation is not needed).
In some embodiments, the telescopic power mechanism C of the anchor grouting device 8 is a hydraulic telescopic device, the telescopic power mechanism C includes a telescopic cylinder C83 and a telescopic rod C84 telescopically fitted in the telescopic cylinder C83, the anchor grouting machine 85 is fixed at the end of the telescopic rod C84, and the bottom of the telescopic cylinder C83 is fixed on the gear turntable C81. A limiting groove C is formed in the gear turntable C81, and the bottom of the telescopic cylinder C83 is fixedly installed in the limiting groove C in a matched mode. In order to facilitate the rotation and storage of the anchor grouting device 8, in some embodiments, the bottom of the telescopic cylinder C83 is mounted in the limiting groove C through a rotatable locking joint, and when the anchor grouting device is used, the anchor grouting device 8 can be rotatably unfolded and can be locked and positioned through the rotatable locking joint.
As shown in fig. 4, the anchor grouting construction control system includes a walking control module and a single-point anchor grouting control module, the walking control module is connected with a walking motor, and the single-point anchor grouting control module is respectively connected with the walking motor, the steel bar detecting device 4, the drilling device 6 and the anchor grouting device 8. The invention also comprises a tunnel body 10, the single-point anchor grouting control module also comprises a steel bar detection working module, a drilling working module, an anchor grouting working module and a walking working module, and the control method of the anchor grouting construction control system comprises the following steps:
the tunnel anchor filling construction equipment is installed inside a tunnel body 10 in a matched mode, as shown in fig. 4, a reinforcing steel bar detection working module of a single-point anchor filling control module controls a reinforcing steel bar detection head 45 of a reinforcing steel bar detection device 4 to contact the inner wall of the tunnel body 10, a walking control module controls a walking motor to work and drives a walking wheel 241 to move to drive the tunnel anchor filling construction equipment to walk, and the reinforcing steel bar detection device 4 detects whether reinforcing steel bar metal exists on the inner wall of the tunnel body 10. If reinforcing bar detection device 4 detects that there is not the bar metal in 10 inner walls of tunnel body (if reinforcing bar detection device 4 detects that there is the bar metal in 10 inner walls of tunnel body, then walking motor drive tunnel irritate anchor construction equipment continues the walking motion and does not have the bar metal until detecting), then the work of walking motor control of single-point irritate anchor control module's walking work and let tunnel irritate anchor construction equipment walk and stop behind the distance A, the operation of drilling of single-point irritate anchor control module's drilling machine 65 of drilling equipment 6 is to tunnel body 10 inner walls drilling operation. After drilling is finished, the walking working module of the single-point anchor grouting control module controls the walking motor to work and stops after the tunnel anchor grouting construction equipment walks for a distance B, and the anchor grouting working module of the single-point anchor grouting control module controls the anchor grouting machine 85 of the anchor grouting device 8 to be anchored into the mounting inner thread riveting column at the drilling position. The anchor filling construction control system controls a walking motor to drive the tunnel anchor filling construction equipment to walk linearly through a walking control module, the tunnel anchor filling construction equipment walks to a position where a single-point fixing position needs to be set, a reinforcing steel bar detection device 4 detects metal reinforcing steel bars nearby the fixing position, the anchor filling construction control system controls the tunnel anchor filling construction equipment to search a point position which does not have the reinforcing steel bars and can be drilled and filled with anchors nearby the fixing position through the single-point anchor filling control module according to the method, and then drilling and anchor filling operations are sequentially achieved according to the method. The invention can be used for the fixing position construction operation of the line pipe clamp of the line pipe, and because one line pipe clamp generally has an upper fixing position and a lower fixing position, the fixing position construction control method of a single line pipe clamp comprises the following steps:
the arc-shaped interval of the upper and lower fixed positions of the line pipe clamp is set as a distance B, a reinforcing steel bar detecting head 45 of a reinforcing steel bar detecting working module control reinforcing steel bar detecting device 4 of the single-point anchor filling control module is in contact with the inner wall of the tunnel body 10, the walking control module controls a walking motor to work and drives a walking wheel 241 to move to drive the tunnel anchor filling construction equipment to walk, the driving motor A drives the reinforcing steel bar detecting device 4 to rotate in an arc shape at a rotating distance B (reinforcing steel bars on the inner wall of the tunnel body 10 are generally arranged in a net shape, generally speaking, the reinforcing steel bar detecting device 4 detects that no reinforcing steel bar exists in a certain point position, and then no reinforcing steel bar exists in the area in the circumferential range of the tunnel), and in the rotating distance B process, the reinforcing steel bar detecting device 4 detects whether a reinforcing steel bar metal exists in the inner wall of the tunnel body 10. If reinforcing bar detection device 4 detects that tunnel body 10 does not have the reinforcing bar metal in rotation distance B inner wall region (if reinforcing bar detection device 4 detects that there is reinforcing bar metal in tunnel body 10 inner wall, then the anchor construction equipment is irritated in walking motor drive tunnel continues the walking motion and does not have the reinforcing bar metal until detecting), then the work of walking motor control walking of single-point anchor control module's walking work module control walking motor stops after letting the anchor construction equipment is irritated in the tunnel walking distance A, the first hole is bored to tunnel body 10 inner wall to drilling machine 65 of single-point anchor control module's drilling work module control drilling equipment 6, and driving motor B drive drilling equipment 6 circumference arc rotation distance B bores the second hole. After drilling is finished, the walking working module of the single-point anchor grouting control module controls the walking motor to work and stops after the tunnel anchor grouting construction equipment walks for a distance B, the anchor grouting working module of the single-point anchor grouting control module controls the anchor grouting machine 85 of the anchor grouting device 8 to anchor the installation internal thread riveting column in the second hole, and the driving motor C drives the circumferential arc-shaped rotating distance B of the anchor grouting device 8 to anchor the installation internal thread riveting column in the second hole. Of course, the mechanical control operation of detecting, drilling and anchoring a plurality of fixed-position reinforcing steel bars in the tunnel and installing the internal thread rivet columns can also be realized according to the method.
In some embodiments, as shown in fig. 2, the tunnel arm member 2 includes a first arm 21, a second arm 22, a third arm 23 and a walking pulley seat 24 in sequence, a first end of the first arm 21 is connected to the arm mounting groove 11 of the main body end seat 1 through a rotatable locking joint a210, a first end of the second arm 22 is connected to a second end of the first arm 21 through a rotatable locking joint B211, a first end of the third arm 23 is connected to a second end of the second arm 22 through a rotatable locking joint C221, the walking pulley seat 24 is connected to a second end of the third arm 23 through a rotatable locking joint D231, and a walking motor and a walking wheel 241 are mounted on the walking pulley seat 24. The rotatable locking joint a210, the rotatable locking joint B211, the rotatable locking joint C221 and the rotatable locking joint D231 are all mature lockable joints (the lockable joints have locking buttons, when the locking buttons lock the rotational movement, the lockable joints are fixed, and the two parts connected to the joints cannot rotate, and when the locking buttons release the rotational movement, the two parts connected to the joints can rotate with each other, such as a push handle locking joint disclosed in patent No. 201720383037.6).
The above description is intended to be illustrative of the preferred embodiment of the present invention and should not be taken as limiting the invention, but rather, the intention is to cover all modifications, equivalents, and alternatives falling within the spirit and scope of the invention.
Claims (10)
1. The utility model provides an anchor construction equipment is irritated in tunnel which characterized in that: the steel bar reinforcement grouting anchor device comprises a grouting anchor construction control system, a steel bar detection device (4), a drilling device (6), a grouting anchor device (8) and two main body end seats (1), wherein a central main shaft (3) is connected between the two main body end seats (1), at least two tunnel supporting arm pieces (2) are installed on each main body end seat (1), and a walking wheel (241) and a walking motor for driving the walking wheel (241) to rotate are installed at the end part of each tunnel supporting arm piece (2); the steel bar detection device comprises a central spindle (3), wherein bearings A (31), bearings B (32) and bearings C (33) which are parallel to each other are sequentially installed on the central spindle (3) at intervals, a driving gear A (42) is fixedly installed on the bearings A (31), a driving motor A (5) is fixed on the central spindle (3), the driving motor A (5) is provided with a power gear A meshed with the first half part of the driving gear A (42), the steel bar detection device (4) comprises a telescopic power mechanism A, a gear turntable A (41) and a steel bar detection head (45), the gear turntable A (41) is fixed at the bottom of the telescopic power mechanism A, the steel bar detection head (45) is arranged at the top of the telescopic power mechanism A, the gear turntable A (41) is sleeved outside the driving gear A (42), and an internal gear A (411) meshed with the second half part of the driving gear A (42) is arranged inside the gear turntable A (41); a driving gear B (62) is fixedly mounted on the bearing B (32), a driving motor B (7) is fixed on the central spindle (3), the driving motor B (7) is provided with a power gear B meshed with the first half of the driving gear B (62), the drilling device (6) comprises a telescopic power mechanism B, a gear turntable B (61) and a drilling machine (65), the gear turntable B (61) is fixed at the bottom of the telescopic power mechanism B, the drilling machine (65) is arranged at the top of the telescopic power mechanism B, the gear turntable B (61) is sleeved outside the driving gear B (62), and an internal gear B (611) meshed with the second half of the driving gear B (62) is arranged inside the gear turntable B (61); a driving gear C (82) is fixedly mounted on the bearing C (33), a driving motor C (9) is fixed on the central spindle (3), the driving motor C (9) is provided with a power gear C meshed with a first half part of the driving gear C (82), the anchor filling device (8) comprises a telescopic power mechanism C, a gear turntable C (81) and an anchor filling machine (85), the gear turntable C (81) is fixed at the bottom of the telescopic power mechanism C, the anchor filling machine (85) is arranged at the top of the telescopic power mechanism C, the gear turntable C (81) is sleeved outside the driving gear C (82), and an internal gear C (811) meshed with a second half part of the driving gear C (82) is arranged inside the gear turntable C (81); the anchor irrigation construction control system comprises a walking control module and a single-point anchor irrigation control module, wherein the walking control module is connected with a walking motor, and the single-point anchor irrigation control module is respectively connected with the walking motor, a reinforcing steel bar detection device (4), a drilling device (6) and an anchor irrigation device (8).
2. The tunnel anchor grouting construction equipment according to claim 1, wherein: the single-point anchor grouting control system further comprises a tunnel body (10), the single-point anchor grouting control module further comprises a steel bar detection working module, a drilling working module, an anchor grouting working module and a walking working module, and the control method of the anchor grouting construction control system comprises the following steps:
the tunnel anchor filling construction equipment is installed inside a tunnel body (10) in a matched mode, a reinforcing steel bar detection working module of a single-point anchor filling control module controls a reinforcing steel bar detection head (45) of a reinforcing steel bar detection device (4) to contact the inner wall of the tunnel body (10), a walking control module controls a walking motor to work and drives a walking wheel (241) to move to drive the tunnel anchor filling construction equipment to walk, and the reinforcing steel bar detection device (4) detects whether reinforcing steel bar metal exists on the inner wall of the tunnel body (10); if the reinforcing steel bar detecting device (4) detects that no reinforcing steel bar metal exists on the inner wall of the tunnel body (10), the walking working module of the single-point anchor grouting control module controls the walking motor to work and stops after the tunnel anchor grouting construction equipment walks for a distance A, and the drilling working module of the single-point anchor grouting control module controls a drilling machine (65) of a drilling device (6) to drill the inner wall of the tunnel body (10); after drilling is finished, the walking working module of the single-point anchor grouting control module controls the walking motor to work and stops after the tunnel anchor grouting construction equipment walks for a distance B, and the anchor grouting working module of the single-point anchor grouting control module controls an anchor grouting machine (85) of the anchor grouting device (8) to be anchored into the position of a drilling hole and provided with an internal thread rivet column.
3. The tunnel bolting-down construction equipment according to claim 1 or 2, wherein: the main body end seat (1) is provided with three tunnel arm supporting pieces (2), and the three tunnel arm supporting pieces (2) are uniformly distributed on the main body end seat (1); and a support arm mounting groove (11) matched with the end part of the tunnel support arm piece (2) is formed in the main body end seat (1).
4. The tunnel anchor grouting construction equipment according to claim 3, wherein: tunnel tributary arm spare (2) include first support arm (21), second support arm (22), third support arm (23) and walking pulley seat (24) in proper order, but first end of first support arm (21) is connected in support arm mounting groove (11) of main part end base (1) through rotatable locking joint A (210), but second support arm (22) first end is connected through rotatable locking joint B (211) with first support arm (21) second end, but third support arm (23) first end is connected through rotatable locking joint C (221) with second support arm (22) second end, but walking pulley seat (24) are connected in third support arm (23) second end through rotatable locking joint D (231), walking motor, walking wheel (241) are installed on walking pulley seat (24).
5. The tunnel anchor grouting construction equipment according to claim 1, wherein: the telescopic power mechanism A of the steel bar detecting device (4) is a hydraulic telescopic device, the telescopic power mechanism A comprises a telescopic cylinder A (43) and a telescopic rod A (44) which is arranged in the telescopic cylinder A (43) in a telescopic matching mode, the steel bar detecting head (45) is fixed at the end part of the telescopic rod A (44), the bottom of the telescopic cylinder A (43) is fixed on a gear turntable A (41), and a plurality of rollers (451) are rotatably arranged on the end face of the steel bar detecting head (45).
6. The tunnel anchor grouting construction equipment according to claim 5, wherein: a motor step A is arranged on the central spindle (3) close to the bearing A (31), and the driving motor A (5) is installed on the motor step A in a matching mode; a limiting groove A is formed in the gear turntable A (41), and the bottom of the telescopic cylinder A (43) is fixedly installed in the limiting groove A in a matched mode.
7. The tunnel anchor grouting construction equipment according to claim 1, wherein: the telescopic power mechanism B of the drilling device (6) is a hydraulic telescopic device and comprises a telescopic cylinder B (63) and a telescopic rod B (64) which is arranged in the telescopic cylinder B (63) in a telescopic matching mode, the drilling machine (65) is fixed at the end part of the telescopic rod B (64), and the bottom of the telescopic cylinder B (63) is fixed on the gear turntable B (61).
8. The tunnel anchor grouting construction equipment according to claim 7, wherein: a motor step B is arranged on the central spindle (3) close to the bearing B (32), and the driving motor B (7) is installed on the motor step B in a matching mode; a limiting groove B is formed in the gear turntable B (61), and the bottom of the telescopic cylinder B (63) is fixedly installed in the limiting groove B in a matched mode.
9. The tunnel anchor grouting construction equipment according to claim 1, wherein: the anchor grouting device is characterized in that a telescopic power mechanism C of the anchor grouting device (8) is a hydraulic telescopic device and comprises a telescopic cylinder C (83) and a telescopic rod C (84) which is installed in the telescopic cylinder C (83) in a telescopic matching mode, the anchor grouting machine (85) is fixed at the end portion of the telescopic rod C (84), and the bottom of the telescopic cylinder C (83) is fixed on a gear turntable C (81).
10. The tunnel bolting-down construction equipment according to claim 9, wherein: a motor step C is arranged on the central spindle (3) close to the bearing C (33), and the driving motor C (9) is installed on the motor step C in a matching mode; a limiting groove C is formed in the gear turntable C (81), and the bottom of the telescopic cylinder C (83) is matched and fixedly installed in the limiting groove C.
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