CN113738175A - Communication network construction device - Google Patents

Communication network construction device Download PDF

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Publication number
CN113738175A
CN113738175A CN202111058270.4A CN202111058270A CN113738175A CN 113738175 A CN113738175 A CN 113738175A CN 202111058270 A CN202111058270 A CN 202111058270A CN 113738175 A CN113738175 A CN 113738175A
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CN
China
Prior art keywords
side wall
fixedly connected
plate
sliding
pole
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Pending
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CN202111058270.4A
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Chinese (zh)
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不公告发明人
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Quzhou Xinrui Intelligent Technology Co ltd
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Quzhou Xinrui Intelligent Technology Co ltd
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Priority to CN202111058270.4A priority Critical patent/CN113738175A/en
Publication of CN113738175A publication Critical patent/CN113738175A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/34Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C9/00Measuring inclination, e.g. by clinometers, by levels

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Soil Working Implements (AREA)

Abstract

The invention relates to the technical field of communication network construction, in particular to a communication network construction device. The utility model provides a communication network construction device, is including inserting the pole of establishing in soil, the lateral wall cover of pole is equipped with the stay tube that the annular set up, and the lateral wall of stay tube is provided with supporting mechanism, the backup pad that a plurality of arrays of lower lateral wall fixedly connected with of stay tube set up, and the lower lateral wall fixedly connected with connecting rod of backup pad, the supporting disk that the lower extreme fixedly connected with annular of connecting rod set up. The invention has the beneficial effects that: this kind of communication network construction device is convenient for observe its vertical state when the pole buries in soil, simultaneously, is convenient for adjust the pole, and it is more convenient to use, simultaneously, can be in the ramming to backfilling coating, and the ramming is more even, efficiency is higher to, can carry out real-time supervision and automatic righting to the vertical state of ramming in-process pole, it is more convenient to use, and guarantee the installation effect of pole.

Description

Communication network construction device
Technical Field
The invention relates to the technical field of communication network construction, in particular to a communication network construction device.
Background
Every year, China needs to newly erect a large number of electric wires and cables to accelerate the connection of a communication network, and in order to avoid the damage of a power line caused by strong wind load, the stability of an electric pole needs to be improved in a region with soft soil, and the electric pole is mainly fixed by digging a pit on the earth surface at present.
However, the pole is burying the foundation ditch after, need use instruments such as spade to tamp behind the backfill soil layer, and this mode is wasted time and energy, inefficiency, especially need pile into the condition of slope form with the surface soil layer for strengthening fixed effect under, manual tamping is difficult to make soil layer density unanimous to backfill soil makes the pole take place the slope easily at the tamping in-process, thereby influences the result of use and has the safety risk.
Disclosure of Invention
The invention provides a communication network construction device aiming at the technical problems in the prior art, and aims to solve the problems that the prior similar products need to be tamped by using tools such as shovels and the like after backfilling soil layers, the method is time-consuming and labor-consuming and low in efficiency, particularly, the soil layers on the surface are difficult to be compacted manually under the condition that the soil layers need to be piled into a slope shape for strengthening the fixing effect, the soil layers are difficult to be consistent in density, and the backfilled soil is easy to incline an electric pole in the tamping process, so that the using effect is influenced, and the safety risk exists.
The technical scheme for solving the technical problems is as follows: a communication network construction device comprises an electric pole inserted in soil, wherein the side wall of the electric pole is sleeved with a supporting tube arranged in an annular manner, and the side wall of the supporting tube is provided with a supporting mechanism, the lower side wall of the supporting tube is fixedly connected with a plurality of supporting plates arranged in an array, the lower side wall of the supporting plate is fixedly connected with a connecting rod, the lower end of the connecting rod is fixedly connected with an annularly arranged supporting plate, the upper side wall of the supporting disk is fixedly connected with an annularly arranged knocking disk through a telescopic mechanism, the lower side wall of the supporting disk is provided with a tamping mechanism for tamping backfill soil, the side wall of the supporting tube is provided with a display mechanism for displaying the horizontal state of the supporting tube, and the lateral wall of stay tube is provided with and is used for monitoring the monitoring mechanism that whether tamping mechanism took place the slope at the tamping in-process pole, the lateral wall of supporting disk is provided with and is used for carrying out the righting mechanism of automatic righting to the pole.
The invention has the beneficial effects that:
1) through setting up display mechanism and supporting mechanism, treat that the pole buries the foundation ditch, and after the backfill soil layer, insert the inserted bar ground, then, whether the liquid level height of observing liquid in each display tube is unanimous, can judge whether the pole is in vertical state, when taking place the slope, only need rotate the nut, the rotation of nut drives the removal of lead screw, thereby adjust the pole to vertical state after dragging the stay tube, be convenient for observe the vertical state of pole, and simultaneously, be convenient for adjust the pole, and it is more convenient to use.
2) Through setting up the tamping mechanism, in the time of ramming to the backfill soil layer, strike the dish of strikeing with the instrument, make the dish of strikeing downstream, and simultaneously, the loop bar slides down along the sleeve pipe, first spring shrink, and, when strikeing the dish downstream, drive the work piece downstream, during the work piece downstream, the side wall that goes up at first connecting plate is strikeed, make first connecting plate along the lateral wall downstream of T shape guide arm, during first connecting plate downstream, drive the whole body level downstream of tamping dish, thereby carry out synchronous tamping to the backfill soil layer, the tamping effect is better, guarantee soil layer density unanimity, and, can strike the dish through a plurality of operators together, all keep the tamping dish to carry out the level downstream tamping to the backfill soil, make tamping efficiency higher.
3) By arranging the monitoring mechanism and the righting mechanism, when the electric pole inclines to one side in the tamping process of the backfill soil layer, the monitoring wheel on the side is extruded to enable the sliding rod to move towards the supporting tube, meanwhile, the second spring contracts, at the moment, the distance sensor senses the signal of the U-shaped plate, the real-time monitoring on the inclination condition of the electric pole is convenient, the installation effect is ensured, simultaneously, all the second electromagnets are controlled to be electrified, the working block is attracted after the second electromagnets are electrified to enable the working block to move towards the direction close to the third rotating plate, meanwhile, the third spring contracts, at the moment, the working block is staggered with the first connecting plate, when the working block moves downwards, the working block cannot be contacted with the first connecting plate, so that the tamping disc cannot move downwards, namely, the power of the tamping mechanism is disconnected, meanwhile, the first electromagnet on the side is electrified, the sliding block is attracted after the first electromagnet is electrified, thereby driving the movable rod to move towards the direction close to the first electromagnet, and moving the movable rod to the position under the third rotating plate, at the moment, when the knocking disc is knocked, the third rotating plate slides on the second sliding surface, simultaneously, the third rotating plate and the working block rotate towards the direction close to the rotating disc, at the moment, when the knocking disc moves downwards, the working block is driven to move downwards, so that the working block is abutted against the limiting surface of the fourth fixing block, thereby enabling the rotating disc and the threaded rod to rotate clockwise, when the knocking disc is reset upwards under the action of the first spring, the working block slides on the first sliding surface, so that the working block moves towards the direction close to the third rotating plate, at the same time, the third spring continues to shrink, at the moment, the rotating disc and the threaded rod cannot rotate, thereby, through knocking the repeated knocking disc, the threaded rod can be rotated, and then the top block is abutted against the side wall of the electric pole, thereby right the pole, treat to right the back, monitoring mechanism keeps normal condition, can continue to tamp the operation to guaranteed to right the automation of pole at the tamping in-process, it is more convenient to use, and guarantee the installation effect of pole.
On the basis of the technical scheme, the invention can be further improved as follows.
Further, the supporting mechanism comprises a first fixing block fixedly connected to the side wall of the supporting pipe and provided with a plurality of arrays, the side wall of the first fixing block is connected with a first rotating plate in a rotating mode, a threaded sleeve is fixedly connected to the lower end of the first rotating plate, a fixing plate is arranged on the lower end of the threaded sleeve in a 'mouth' shape, a lead screw is inserted into the threaded sleeve, the lower end of the lead screw penetrates through the lower side wall of the fixing plate and is connected with a second rotating plate in a rotating mode, an inserting rod is fixedly connected to the side wall of the second rotating plate, a nut is inserted into the fixing plate, and the nut is in threaded connection with the side wall of the lead screw.
The beneficial effect who adopts above-mentioned further scheme is that, when taking place the slope, only need rotate the nut, the rotation of nut drives the removal of lead screw to adjust the pole to vertical state after dragging the stay tube, be convenient for observe the vertical state of pole, simultaneously, be convenient for support and adjust the pole, it is more convenient to use.
Further, the display mechanism comprises an annular tube fixedly sleeved on the side wall of the supporting tube, the side wall of the annular tube is fixedly connected with a plurality of vertically arranged display tubes, liquid is filled in the annular tube and the display tubes, and the annular tube and the display tubes are made of transparent materials.
Adopt above-mentioned further scheme's beneficial effect is, treat that the pole buries the foundation ditch to behind the backfill soil layer, insert the inserted bar ground, then, observe whether the liquid level height of liquid is unanimous in each display tube, can judge whether the pole is in vertical state.
Further, telescopic machanism includes a plurality of sleeve pipes of fixed connection lateral wall on the supporting disk, the sheathed tube lateral wall is inserted and is equipped with the loop bar, and the upper end of loop bar is fixed with the lower lateral wall of knocking the dish, sheathed tube lateral wall cover is equipped with first spring.
The further scheme has the beneficial effect that the motion of the knocking disc is guided and reset.
Further, monitoring mechanism includes the first mounting panel that a plurality of arrays of lateral wall set up on the stay tube of fixed connection, and the lateral wall fixedly connected with distance sensor of first mounting panel, the lateral wall of stay tube is connected with the U-shaped board that a plurality of arrays set up through multiunit canceling release mechanical system, the lateral wall of U-shaped board rotates and is connected with the monitoring wheel, and the monitoring wheel offsets with the lateral wall of pole.
The beneficial effect who adopts above-mentioned further scheme is, when ramming the back filling soil layer in-process, the pole when to a lopsidedness, at this moment, can extrude the monitoring wheel of this side for the slide bar removes in to the stay tube, and simultaneously, the second spring shrink, at this moment, distance sensor senses the signal of U-shaped board, is convenient for carry out real-time supervision to the slope condition of pole, guarantees its installation effectiveness.
Furthermore, the reset mechanism comprises two symmetrically-arranged fixing rods inserted in the supporting pipe, a first sliding plate is connected to the side wall of each fixing rod in a sliding mode, a second spring is sleeved on the side wall of each fixing rod, the two ends of each second spring respectively abut against the inner side walls of the first sliding plate and the supporting pipe, a sliding rod is fixedly inserted in the side wall of the first sliding plate, one end of the sliding rod penetrates through the side wall of the supporting pipe, and the other end of the sliding rod is fixedly connected with the side wall of the U-shaped plate.
Adopt above-mentioned further scheme's beneficial effect to play direction and the effect that resets to the motion of monitoring wheel to, make the monitoring wheel offset with the lateral wall of pole.
Further, tamping mechanism includes a plurality of T shape guide arms of fixed connection lateral wall on the supporting disk, and the lateral wall cover of T shape guide arm is equipped with the second sliding plate that a plurality of arrays set up, the first connecting plate that the lateral wall fixedly connected with arc of second sliding plate set up, and the lower extreme of first connecting plate runs through the lower lateral wall of supporting disk and the tamping dish that fixedly connected with annular set up, the lateral wall of supporting disk rotates through slewing mechanism and is connected with the third rotor plate, and the lateral wall of third rotor plate inserts the first guide bar that is equipped with two symmetries and sets up, the other end fixedly connected with work piece of first guide bar, and the lateral wall cover of first guide bar is equipped with the third spring.
The beneficial effects of adopting above-mentioned further scheme are that, when ramming the backfill soil layer, strike the dish of strikeing with the instrument, make the dish of strikeing move down, and simultaneously, the loop bar slides down along the sleeve pipe, first spring shrink, and, when striking the dish of strikeing move down, drive the work piece downstream, when the work piece downstream, the last lateral wall of striking at first connecting plate makes first connecting plate move down along the lateral wall of T shape guide arm, when first connecting plate downstream, drive the whole body level of tamping dish and move down, thereby carry out synchronous tamping to the backfill soil layer, the tamping effect is better, guarantee that soil layer density is unanimous, and, can strike the dish through a plurality of operators together, all keep the tamping dish to carry out the level to ramming down to the backfill soil, make tamping efficiency higher.
Further, slewing mechanism includes the second connecting plate that a plurality of arrays set up on the supporting disk lateral wall of fixed connection, and the lateral wall of second connecting plate rotates and is connected with the fourth rotor plate, the fourth rotor plate is fixed with the lateral wall of third rotor plate, the lateral wall fixedly connected with supporting shoe of third rotor plate, the lateral wall fixedly connected with second fixed block of supporting disk, the lateral wall of second fixed block rotates and is connected with the hydraulic stem, and the other end of hydraulic stem rotates with the lateral wall of third rotor plate and is connected.
Adopt above-mentioned further scheme's beneficial effect be, guarantee that the third rotor plate normally rotates to, reset under the effect of hydraulic stem.
Further, the righting mechanism comprises a third fixed block fixedly connected to the upper side wall of the supporting disk and provided with a plurality of arrays, a threaded rod is in threaded connection with the side wall of the third fixed block, one end of the threaded rod is fixedly connected with a top block, the other end of the threaded rod is fixedly connected with a rotating disk, the side wall of the rotating disk is fixedly connected with a plurality of fourth fixed blocks arranged in arrays, each fourth fixed block comprises a limiting surface and a first sliding surface arranged in an inclined manner, the upper side wall of the supporting disk is provided with a plurality of sliding mechanisms arranged in arrays, the sliding mechanisms are connected with sliding blocks, the side walls of the sliding blocks are fixedly connected with moving rods, the upper ends of the moving rods are provided with second sliding surfaces arranged in an inclined manner, the upper side wall of the supporting disk is provided with a plurality of first electromagnets, magnets are embedded in the sliding blocks, and the first electromagnets are aligned with the sliding blocks, the upper side wall of the working block is fixedly connected with a magnetic block, the upper side wall of the third rotating plate is fixedly connected with a second electromagnet, and the second electromagnet is aligned with the magnetic block.
The further scheme has the advantages that when the electric pole inclines to one side in the tamping process of the backfill soil layer, the monitoring wheel on the side is extruded to enable the sliding rod to move towards the supporting tube, meanwhile, the second spring contracts, at the moment, the distance sensor senses the signal of the U-shaped plate, the inclination condition of the electric pole is convenient to monitor in real time, the installation effect of the electric pole is guaranteed, meanwhile, all the second electromagnets are controlled to be electrified, the working block is attracted after the second electromagnets are electrified to enable the working block to move towards the direction close to the third rotating plate, meanwhile, the third spring contracts, at the moment, the working block is staggered with the first connecting plate, when the working block moves downwards, the working block cannot be in contact with the first connecting plate, the tamping disc cannot move downwards, the power of the tamping mechanism is disconnected, meanwhile, the first electromagnet on the side is electrified, the sliding block is attracted after the first electromagnet is electrified, thereby driving the movable rod to move towards the direction close to the first electromagnet, and moving the movable rod to the position under the third rotating plate, at the moment, when the knocking disc is knocked, the third rotating plate slides on the second sliding surface, simultaneously, the third rotating plate and the working block rotate towards the direction close to the rotating disc, at the moment, when the knocking disc moves downwards, the working block is driven to move downwards, so that the working block is abutted against the limiting surface of the fourth fixing block, thereby enabling the rotating disc and the threaded rod to rotate clockwise, when the knocking disc is reset upwards under the action of the first spring, the working block slides on the first sliding surface, so that the working block moves towards the direction close to the third rotating plate, at the same time, the third spring continues to shrink, at the moment, the rotating disc and the threaded rod cannot rotate, thereby, through knocking the repeated knocking disc, the threaded rod can be rotated, and then the top block is abutted against the side wall of the electric pole, thereby right the pole, treat to right the back, monitoring mechanism keeps normal condition, can continue to tamp the operation to guaranteed to right the automation of pole at the tamping in-process, it is more convenient to use, and guarantee the installation effect of pole.
Further, slide mechanism includes the fifth fixed block that two symmetries of lateral wall set up on the supporting disk of fixed connection, and the second guide bar that two lateral wall fixedly connected with that two fifth fixed blocks are relative set up, and the sliding block cover is established on the lateral wall of second guide bar, the lateral wall cover of second guide bar is equipped with the fourth spring.
The beneficial effect who adopts above-mentioned further scheme is, play direction and the effect that resets to the motion of carriage release lever.
Drawings
FIG. 1 is a schematic perspective view of the present invention;
FIG. 2 is a schematic view showing the internal structure of the support tube according to the present invention;
FIG. 3 is a schematic perspective view of another embodiment of the present invention;
FIG. 4 is a schematic structural view of a telescopic mechanism according to the present invention;
FIG. 5 is an enlarged schematic view of the structure at A in FIG. 1;
FIG. 6 is an enlarged view of the structure at B in FIG. 2;
FIG. 7 is an enlarged view of the structure at C in FIG. 3;
fig. 8 is an enlarged schematic view of the structure at D in fig. 4.
In the drawings, the components represented by the respective reference numerals are listed below:
1. supporting a tube; 101. an arc tube; 201. a first fixed block; 202. a first rotating plate; 203. a fixing plate; 204. a screw rod; 205. a nut; 206. a second rotating plate; 207. inserting a rod; 208. a threaded sleeve; 301. a T-shaped guide rod; 302. a second sliding plate; 303. a first connecting plate; 304. compacting the disc; 305. a third arc-shaped plate; 306. a third rotating plate; 307. a first guide bar; 308. a third spring; 309. a working block; 401. fixing the rod; 402. a first sliding plate; 403. a second spring; 404. a slide bar; 501. a U-shaped plate; 502. a monitoring wheel; 503. a first mounting plate; 504. a distance sensor; 601. a sleeve; 602. a loop bar; 603. a first spring; 701. a second connecting plate; 702. a fourth rotating plate; 703. a support block; 704. a second fixed block; 705. a hydraulic lever; 801. a third fixed block; 802. a threaded rod; 803. rotating the disc; 804. a fourth fixed block; 805. a limiting surface; 806. a first sliding surface; 807. a travel bar; 808. a second sliding surface; 809. a top block; 810. a magnetic block; 811. a second electromagnet; 812. a slider; 813. a first electromagnet; 901. a fifth fixed block; 902. a second guide bar; 903. a fourth spring; 10. a support plate; 11. a connecting rod; 12. a support disc; 1201. a first arc-shaped plate; 13. knocking the disc; 1301. a second arc-shaped plate; 1401. an annular tube; 1402. a display tube; 15. an electric pole; 16. a second mounting plate; 17. and (4) bolts.
Detailed Description
The principles and features of this invention are described below in conjunction with the following drawings, which are set forth by way of illustration only and are not intended to limit the scope of the invention.
Every year, China needs to newly erect a large number of electric wires and cables to accelerate the connection of a communication network, and in order to avoid the damage of a power line caused by strong wind load, the stability of an electric pole needs to be improved in a region with soft soil, and the electric pole is mainly fixed by digging a pit on the earth surface at present.
The inventor conducts deep investigation and research on the communication network construction process and discovers the communication network construction process; the pole is burying the foundation ditch after, need use instruments such as spade to tamp behind the backfill soil layer, this mode is wasted time and energy, inefficiency, especially need pile into the condition of slope form with the surface soil layer for strengthening fixed effect under, manual tamping is difficult to make soil layer density unanimous, and, backfill soil is tamping the in-process, make the pole take place the slope easily, thereby influence result of use and have the safety risk, the communication network construction device has been proposed to this inventor and has been solved above-mentioned problem.
The present invention provides the following preferred embodiments
As shown in fig. 1-8, a communication network construction device comprises an electric pole 15 inserted in soil, an annular support tube 1 is sleeved on the side wall of the electric pole 15, the support tube 1 is formed by assembling a plurality of arc tubes 101 through a second mounting plate 16 and bolts 17, a support mechanism is arranged on the side wall of the support tube 1, a plurality of support plates 10 arranged in an array are fixedly connected to the lower side wall of the support tube 1, a connecting rod 11 is fixedly connected to the lower side wall of the support plate 10, an annular support plate 12 is fixedly connected to the lower end of the connecting rod 11, the support plate 12 is formed by assembling a plurality of first arc plates 1201 through a second mounting plate 16 and bolts 17, an annular knocking plate 13 is fixedly connected to the upper side wall of the support plate 12 through a telescopic mechanism, the knocking plate 13 is formed by assembling a plurality of second arc plates through a second mounting plate 16 and bolts 17, a tamping mechanism for tamping backfill soil is arranged on the lower side wall of the support plate 12, the lateral wall of stay tube 1 is provided with the display mechanism who shows its horizontality, and the lateral wall of stay tube 1 is provided with the monitoring mechanism who is used for monitoring tamping mechanism and whether takes place the slope at tamping in-process pole 15, and the lateral wall of supporting disk 12 is provided with and is used for carrying out the mechanism of righting automatically to pole 15.
In this embodiment, as shown in fig. 1, the supporting mechanism includes a plurality of first fixed blocks 201 fixedly connected to the side wall of the supporting tube 1, the side wall of the first fixed block 201 is rotatably connected with a first rotating plate 202, the lower end of the first rotating plate 202 is fixedly connected with a threaded sleeve 208, the lower end of the threaded sleeve 208 is fixedly connected with a fixing plate 203 arranged in a shape like a Chinese character kou, a lead screw 204 is inserted into the threaded sleeve 208, the lower end of the lead screw 204 penetrates through the lower side wall of the fixing plate 203 and is rotatably connected with a second rotating plate 206, the side wall of the second rotating plate 206 is fixedly connected with an inserted rod 207, a nut 205 is inserted into the fixing plate 203, the nut 205 is in threaded connection with the side wall of the lead screw 204, when an inclination occurs, only the nut 205 needs to be rotated, the rotation of the nut 205 drives the lead screw 204 to move, thereby adjusting the electric pole 15 to a vertical state after the supporting tube 1 is pulled, and facilitating observation of the vertical state of the electric pole 15, meanwhile, the electric pole 15 is convenient to support and adjust, and the use is more convenient.
In this embodiment, as shown in fig. 1 and fig. 6, the display mechanism includes an annular tube 1401 fixedly sleeved on the side wall of the support tube 1, the side wall of the annular tube 1401 is fixedly connected with a plurality of vertically arranged display tubes 1402, the annular tube 1401 and the display tubes 1402 are filled with liquid, the annular tube 1401 and the display tubes 1402 are made of transparent materials, when the electric pole 15 is buried into a foundation pit and backfilled with a soil layer, the inserting rod 207 is inserted into the ground, and then, whether the liquid level heights of the liquid in the display tubes 1402 are consistent or not is observed, so that whether the electric pole 15 is in a vertical state or not can be judged.
In this embodiment, as shown in fig. 8, the telescopic mechanism includes a plurality of sleeves 601 fixedly connected to the upper side wall of the supporting plate 12, a sleeve rod 602 is inserted into the side wall of the sleeve 601, the upper end of the sleeve rod 602 is fixed to the lower side wall of the knocking plate 13, and a first spring 603 is sleeved on the side wall of the sleeve 601 to guide and reset the movement of the knocking plate 13.
In this embodiment, as shown in fig. 5 and fig. 6, the monitoring mechanism includes a first mounting plate 503 fixedly connected to the support pipe 1 and provided with a plurality of arrays on the side wall, and a distance sensor 504 is fixedly connected to the side wall of the first mounting plate 503, the side wall of the support pipe 1 is connected to a U-shaped plate 501 provided with a plurality of arrays through a plurality of sets of reset mechanisms, the side wall of the U-shaped plate 501 is rotatably connected to a monitoring wheel 502, and the monitoring wheel 502 abuts against the side wall of the electric pole 15, when the backfill soil layer is tamped, the electric pole 15 inclines to one side, at this time, the monitoring wheel 502 on the side is squeezed, so that the sliding rod 404 moves in the support pipe 1, and meanwhile, the second spring 403 contracts, at this time, the distance sensor 504 senses a signal of the U-shaped plate 501, which facilitates real-time monitoring of the inclination of the electric pole 15, and ensures the installation effect thereof.
In this embodiment, as shown in fig. 6, the resetting mechanism includes two symmetrically disposed fixing rods 401 inserted in the supporting tube 1, and the side wall of the fixing rod 401 is slidably connected to the first sliding plate 402, the side wall of the fixing rod 401 is sleeved with the second spring 403, and two ends of the second spring 403 respectively abut against the first sliding plate 402 and the inner side wall of the supporting tube 1, the side wall of the first sliding plate 402 is fixedly inserted with the sliding rod 404, one end of the sliding rod 404 penetrates through the side wall of the supporting tube 1, and the other end of the sliding rod 404 is fixedly connected to the side wall of the U-shaped plate 501, so as to guide and reset the movement of the monitoring wheel 502, and the monitoring wheel 502 abuts against the side wall of the electric pole 15.
In this embodiment, as shown in fig. 7 and 8, the tamping mechanism includes a plurality of T-shaped guide rods 301 fixedly connected to the upper side wall of the support plate 12, and the side wall of the T-shaped guide rods 301 is sleeved with a plurality of second sliding plates 302 arranged in an array, the side wall of the second sliding plates 302 is fixedly connected with first connecting plates 303 arranged in an arc shape, and the lower end of the first connecting plates 303 penetrates through the lower side wall of the support plate 12 and is fixedly connected with a tamping plate 304 arranged in an annular shape, the tamping plate 304 is formed by splicing a plurality of third arc-shaped plates 305 through a second mounting plate 16 and bolts 17, the side wall of the support plate 12 is rotatably connected with a third rotating plate 306 through a rotating mechanism, and two first guide rods 307 arranged symmetrically are inserted into the side wall of the third rotating plate 306, the other end of the first guide rods 307 is fixedly connected with a working block 309, and the side wall of the first guide rods 307 is sleeved with a third spring 308, when a backfill soil layer is tamped, knocking the knocking disc 13 by using a tool, so that the knocking disc 13 moves downwards, meanwhile, the sleeve rod 602 slides downwards along the sleeve 601, the first spring 603 contracts, in addition, when the knocking disc 13 moves downwards, the working block 309 is driven to move downwards, in addition, when the working block 309 moves downwards, the upper side wall of the first connecting plate 303 is impacted, so that the first connecting plate 303 moves downwards along the side wall of the T-shaped guide rod 301, in addition, when the first connecting plate 303 moves downwards, the whole horizontal downward movement of the tamping disc 304 is driven, the backfill soil layer is synchronously tamped, the tamping effect is better, the consistency of the soil layer density is ensured, in addition, the knocking disc 13 can be simultaneously knocked by a plurality of operators, the tamping disc 304 is kept to tamp the backfill soil horizontally downwards, and the tamping efficiency is higher.
In this embodiment, as shown in fig. 7, the rotating mechanism includes a plurality of second connecting plates 701 fixedly connected to the side wall of the supporting plate 12, the side wall of the second connecting plate 701 is rotatably connected to a fourth rotating plate 702, the fourth rotating plate 702 is fixed to the side wall of the third rotating plate 306, the side wall of the third rotating plate 306 is fixedly connected to a supporting block 703, the side wall of the supporting plate 12 is fixedly connected to a second fixing block 704, the side wall of the second fixing block 704 is rotatably connected to a hydraulic rod 705, and the other end of the hydraulic rod 705 is rotatably connected to the side wall of the third rotating plate 306, so as to ensure that the third rotating plate 306 normally rotates, and the third rotating plate is reset under the action of the hydraulic rod 705.
In this embodiment, as shown in fig. 7 and 8, the centering mechanism includes a plurality of third fixed blocks 801 fixedly connected to the upper side wall of the support plate 12, and a threaded rod 802 is connected to the side wall of the third fixed blocks 801 in a threaded manner, a top block 809 is fixedly connected to one end of the threaded rod 802, a rotating disc 803 is fixedly connected to the other end of the threaded rod 802, a plurality of fourth fixed blocks 804 arranged in an array are fixedly connected to the side wall of the rotating disc 803, and the fourth fixed blocks 804 include a limiting surface 805 and a first sliding surface 806 arranged in an inclined manner, a plurality of sliding mechanisms arranged in an array are arranged on the upper side wall of the support plate 12, sliding blocks 812 are connected to the sliding mechanisms, and moving rods 807 are fixedly connected to the side wall of the sliding blocks 812, a second sliding surface 808 arranged in an inclined manner is arranged at the upper end 807 of the moving rods, a plurality of first electromagnets 813 are arranged on the upper side wall of the support plate 12, magnets are embedded in the sliding blocks 812, the first electromagnet 813 is aligned with the sliding block 812, the magnetic block 810 is fixedly connected to the upper side wall of the working block 309, the second electromagnet 811 is fixedly connected to the upper side wall of the third rotating plate 306, and the second electromagnet 811 is aligned with the magnetic block 810, when the electric pole 15 inclines to one side in the tamping process of the backfill soil layer, the monitoring wheel 502 on the side is squeezed, so that the sliding rod 404 moves into the supporting tube 1, meanwhile, the second spring 403 contracts, at this time, the distance sensor 504 senses the signal of the U-shaped plate 501, the inclination condition of the electric pole 15 is conveniently monitored in real time, the installation effect is guaranteed, meanwhile, all the second electromagnets 811 are controlled to be electrified, the working block 309 is attracted after the second electromagnet 811 is electrified, so that the working block 309 moves towards the direction close to the third rotating plate 306, meanwhile, the third spring 308 contracts, at this time, the working block 309 is staggered with the first connecting plate 303, when the working block 309 moves downwards, the working block 309 does not contact the first connecting plate 303, so that the tamping disc 304 does not move downwards, namely the power of the tamping mechanism is disconnected, meanwhile, the first electromagnet 813 on the side is electrified, the first electromagnet 813 is electrified to attract the sliding block 812, so that the moving rod 807 is driven to move towards the direction close to the first electromagnet 813, the moving rod 807 is moved to the position right below the third rotating plate 306, at the moment, when the knocking disc 13 is knocked, the third rotating plate 306 slides on the second sliding surface 808, at the same time, the third rotating plate 306 and the working block 309 rotate towards the direction close to the rotating disc 803, at the moment, when the knocking disc 13 moves downwards, the working block 309 is driven to move downwards, so that the working block 309 abuts against the limiting surface 805 of the fourth fixing block 804, so that the rotating discs 803 and the threaded rod 802 rotate clockwise, and when the knocking disc 13 is reset upwards under the action of the first spring 603, work piece 309 slides on first slip plane 806, make work piece 309 remove to the direction that is close to third rotor plate 306, and simultaneously, third spring 308 continues the shrink, at this moment, rolling disc 803 and threaded rod 802 can not rotate, thereby strike dish 13 through strikeing many times, can make threaded rod 802 rotate the back, make kicking block 809 offset with the lateral wall of pole 15, thereby right pole 15, treat the back of righting, monitoring mechanism keeps normal condition, can continue to tamp the operation, thereby guaranteed to right pole 15 at the automation of tamping in-process, and is more convenient to use, and guarantee the installation effect of pole 15.
In this embodiment, as shown in fig. 8, the sliding mechanism includes two symmetrically disposed fifth fixing blocks 901 fixedly connected to the upper side wall of the supporting plate 12, two symmetrically disposed second guide rods 902 fixedly connected to the opposite side walls of the two fifth fixing blocks 901, a sliding block 812 is sleeved on the side wall of the second guide rod 902, and a fourth spring 903 is sleeved on the side wall of the second guide rod 902 to guide and reset the movement of the moving rod 807.
The specific using method comprises the following steps:
when the electric pole is used, firstly, after the electric pole 15 is buried into a foundation pit and a soil layer is backfilled, the inserting rod 207 is inserted into the ground for fixing, then, whether the liquid level heights of liquid in the display pipes 1402 are consistent or not is observed, whether the electric pole 15 is in a vertical state or not can be judged, when the electric pole is inclined, the nut 205 only needs to be rotated, the nut 205 is rotated to drive the screw rod 204 to move, and therefore the electric pole 15 is adjusted to be in the vertical state after the support pipe 1 is dragged, the vertical state of the electric pole 15 can be conveniently observed, meanwhile, the electric pole 15 can be conveniently adjusted, and the electric pole 15 is more convenient to use;
after the adjustment is completed, when the backfill soil layer is tamped, a tool is used for knocking the knocking disc 13, so that the knocking disc 13 moves downwards, meanwhile, the sleeve rod 602 slides downwards along the sleeve pipe 601, the first spring 603 contracts, and when the knocking disc 13 moves downwards, the working block 309 is driven to move downwards, when the working block 309 moves downwards, the working block is impacted on the upper side wall of the first connecting plate 303, so that the first connecting plate 303 moves downwards along the side wall of the T-shaped guide rod 301, and when the first connecting plate 303 moves downwards, the tamping disc 304 is driven to move downwards wholly and horizontally, so that the backfill soil layer is tamped synchronously, the tamping effect is better, the soil layer density is ensured to be consistent, and the tamping disc 13 can be knocked by a plurality of operators together, so that the tamping efficiency is higher;
and, when the electric pole 15 inclines to one side in the process of tamping the backfill soil layer, at this time, the monitoring wheel 502 at this side is squeezed to make the sliding rod 404 move into the supporting tube 1, at the same time, the second spring 403 contracts, at this time, the distance sensor 504 senses the signal of the U-shaped plate 501, so as to monitor the inclination condition of the electric pole 15 in real time, and ensure the installation effect, at the same time, all the second electromagnets 811 are controlled to be electrified, the second electromagnet 811 attracts the working block 309 after being electrified, so that the working block 309 moves close to the third rotating plate 306, at the same time, the third spring 308 contracts, at this time, the working block 309 is staggered with the first connecting plate 303, when the working block 309 moves downwards, it will not contact with the first connecting plate 303, so as not to move the tamping disc 304 downwards, that the power of the tamping mechanism is cut off, and at the same time, the first electromagnet 813 at this side is electrified, when the first electromagnet 813 is energized, the sliding block 812 is attracted, so that the moving rod 807 is driven to move in a direction close to the first electromagnet 813, the moving rod 807 is moved to a position right below the third rotating plate 306, at this time, when the striking disk 13 is struck, the third rotating plate 306 is driven to slide on the second sliding surface 808, and at the same time, the third rotating plate 306 and the working block 309 are driven to rotate in a direction close to the rotating disk 803, at this time, when the striking disk 13 moves downwards, the working block 309 is driven to move downwards, so that the working block 309 abuts against the limiting surface 805 of the fourth fixed block 804, so that the rotating disk 803 and the threaded rod 802 rotate clockwise, when the striking disk 13 is reset upwards under the action of the first spring 603, the working block 309 slides on the first sliding surface 806, so that the working block 309 moves in a direction close to the third rotating plate 306, and at the same time, the third spring 308 continues to shrink, at this moment, rolling disc 803 and threaded rod 802 can not rotate to strike dish 13 through knocking many times, can make threaded rod 802 rotate the back, make kicking block 809 offset with the lateral wall of pole 15, thereby right pole 15, treat the back of rightting, monitoring mechanism keeps normal condition, can continue to tamp the operation, thereby guaranteed to right pole 15's automation tamping in-process, it is more convenient to use, and guarantee pole 15's installation effect.
To sum up: the invention has the advantages that the vertical state of the electric pole 15 can be conveniently observed when the electric pole is buried in soil, the electric pole 15 can be conveniently adjusted, the use is more convenient, the backfilling coating can be tamped in real time, the tamping is more uniform, the efficiency is higher, the vertical state of the electric pole 15 can be monitored in real time and automatically righted in the tamping process, the use is more convenient, and the installation effect of the electric pole 15 is ensured.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.

Claims (10)

1. The utility model provides a communication network construction device, is including inserting pole (15) of establishing in soil, a serial communication port, the lateral wall cover of pole (15) is equipped with stay tube (1) that the annular set up, and the lateral wall of stay tube (1) is provided with supporting mechanism, backup pad (10) that the lower lateral wall fixedly connected with a plurality of arrays of stay tube (1) set up, and lower lateral wall fixedly connected with connecting rod (11) of backup pad (10), supporting disk (12) that the lower extreme fixedly connected with annular of connecting rod (11) set up, and the last lateral wall of supporting disk (12) through knock plate (13) that telescopic machanism fixedly connected with annular set up, the lower lateral wall of supporting disk (12) is provided with the tamping mechanism that is used for tamping back filling soil, the lateral wall of stay tube (1) is provided with the display mechanism who shows its horizontality, and the lateral wall of stay tube (1) is provided with and is used for monitoring tamping mechanism and whether take place the slope at tamping in-process pole (15) The monitoring mechanism, the lateral wall of supporting disk (12) is provided with the righting mechanism that is used for carrying out automatic righting to pole (15).
2. A communication network construction device according to claim 1, wherein the support means comprises a plurality of first fixing blocks (201) arranged in an array fixedly attached to the side walls of the support pipe (1), and the side wall of the first fixed block (201) is rotationally connected with a first rotating plate (202), the lower end of the first rotating plate (202) is fixedly connected with a threaded sleeve (208), the lower end of the thread sleeve (208) is fixedly connected with a fixing plate (203) which is arranged in a shape like a Chinese character kou, a screw rod (204) is inserted in the thread sleeve (208), the lower end of the screw rod (204) penetrates through the lower side wall of the fixed plate (203) and is rotatably connected with a second rotating plate (206), the side wall of the second rotating plate (206) is fixedly connected with an inserting rod (207), a nut (205) is inserted into the fixing plate (203), and the nut (205) is in threaded connection with the side wall of the screw rod (204).
3. The communication network construction device according to claim 1, wherein the display mechanism comprises an annular tube (1401) fixedly sleeved on the side wall of the support tube (1), the side wall of the annular tube (1401) is fixedly connected with a plurality of vertically arranged display tubes (1402), the annular tube (1401) and the display tubes (1402) are filled with liquid, and the annular tube (1401) and the display tubes (1402) are made of transparent materials.
4. The communication network construction device according to claim 1, wherein the telescoping mechanism comprises a plurality of sleeves (601) fixedly connected to the upper side wall of the support plate (12), the side wall of the sleeve (601) is inserted with a loop bar (602), the upper end of the loop bar (602) is fixed to the lower side wall of the knocking plate (13), and the side wall of the sleeve (601) is sleeved with a first spring (603).
5. The communication network construction device according to claim 1, wherein the monitoring mechanism comprises a first mounting plate (503) fixedly connected to the side wall of the support pipe (1) and provided with a plurality of arrays, a distance sensor (504) is fixedly connected to the side wall of the first mounting plate (503), a plurality of U-shaped plates (501) provided with a plurality of arrays are connected to the side wall of the support pipe (1) through a plurality of sets of reset mechanisms, a monitoring wheel (502) is rotatably connected to the side wall of each U-shaped plate (501), and the monitoring wheel (502) abuts against the side wall of the electric pole (15).
6. The communication network construction device according to claim 5, wherein the reset mechanism comprises two symmetrically arranged fixing rods (401) inserted in the support pipe (1), the side walls of the fixing rods (401) are slidably connected with a first sliding plate (402), the side walls of the fixing rods (401) are sleeved with second springs (403), the two ends of the second springs (403) respectively abut against the first sliding plate (402) and the inner side walls of the support pipe (1), the side walls of the first sliding plate (402) are fixedly inserted with sliding rods (404), one ends of the sliding rods (404) are arranged through the side walls of the support pipe (1), and the other ends of the sliding rods (404) are fixedly connected with the side walls of the U-shaped plate (501).
7. A communication network construction device according to claim 1, wherein the tamping mechanism comprises a plurality of T-shaped guide rods (301) fixedly connected to the upper side wall of the support plate (12), and the side wall of the T-shaped guide rod (301) is sleeved with a plurality of second sliding plates (302) arranged in an array, the side wall of the second sliding plate (302) is fixedly connected with a first connecting plate (303) which is arranged in an arc shape, the lower end of the first connecting plate (303) penetrates through the lower side wall of the supporting plate (12) and is fixedly connected with an annularly-arranged tamping plate (304), the side wall of the supporting disk (12) is rotationally connected with a third rotating plate (306) through a rotating mechanism, and two first guide rods (307) which are symmetrically arranged are inserted into the side wall of the third rotating plate (306), the other end of the first guide rod (307) is fixedly connected with a working block (309), and a third spring (308) is sleeved on the side wall of the first guide rod (307).
8. The communication network construction device according to claim 7, wherein the rotating mechanism comprises a plurality of second connecting plates (701) fixedly connected to the side wall of the supporting plate (12), and a fourth rotating plate (702) is rotatably connected to the side wall of the second connecting plates (701), the fourth rotating plate (702) is fixed to the side wall of the third rotating plate (306), a supporting block (703) is fixedly connected to the side wall of the third rotating plate (306), a second fixing block (704) is fixedly connected to the side wall of the supporting plate (12), a hydraulic rod (705) is rotatably connected to the side wall of the second fixing block (704), and the other end of the hydraulic rod (705) is rotatably connected to the side wall of the third rotating plate (306).
9. The communication network construction device according to claim 1 or 7, wherein the righting mechanism comprises a third fixing block (801) fixedly connected to the upper side wall of the supporting plate (12) and provided with a plurality of arrays, a threaded rod (802) is connected to the side wall of the third fixing block (801) in a threaded manner, a top block (809) is fixedly connected to one end of the threaded rod (802), a rotating plate (803) is fixedly connected to the other end of the threaded rod (802), a plurality of arrays of fourth fixing blocks (804) are fixedly connected to the side wall of the rotating plate (803), the fourth fixing block (804) comprises a limiting surface (805) and a first sliding surface (806) which is obliquely arranged, a plurality of arrays of sliding mechanisms are arranged on the upper side wall of the supporting plate (12), sliding blocks (812) are connected to the sliding mechanisms, and a moving rod (807) is fixedly connected to the side wall of the sliding blocks (812), the upper end of carriage release lever (807) is provided with second glide plane (808) that the slope set up, the last lateral wall of supporting disk (12) is provided with a plurality of first electro-magnets (813), the embedded magnet that is equipped with in sliding block (812), and first electro-magnet (813) are adjusted well with sliding block (812), the last lateral wall fixedly connected with magnetic path (810) of work piece (309), the last lateral wall fixedly connected with second electro-magnet (811) of third rotor plate (306), and second electro-magnet (811) are adjusted well with magnetic path (810).
10. The communication network construction device according to claim 9, wherein the sliding mechanism comprises two symmetrically arranged fifth fixed blocks (901) fixedly connected to the upper side wall of the support plate (12), two symmetrically arranged second guide rods (902) are fixedly connected to the opposite side walls of the two fifth fixed blocks (901), the sliding blocks (812) are sleeved on the side walls of the second guide rods (902), and the side walls of the second guide rods (902) are sleeved with fourth springs (903).
CN202111058270.4A 2021-09-09 2021-09-09 Communication network construction device Pending CN113738175A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202111058270.4A CN113738175A (en) 2021-09-09 2021-09-09 Communication network construction device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202111058270.4A CN113738175A (en) 2021-09-09 2021-09-09 Communication network construction device

Publications (1)

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CN113738175A true CN113738175A (en) 2021-12-03

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202111058270.4A Pending CN113738175A (en) 2021-09-09 2021-09-09 Communication network construction device

Country Status (1)

Country Link
CN (1) CN113738175A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115182639A (en) * 2022-06-30 2022-10-14 杜丹 Electric power iron tower construction installation device and installation method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115182639A (en) * 2022-06-30 2022-10-14 杜丹 Electric power iron tower construction installation device and installation method
CN115182639B (en) * 2022-06-30 2024-06-07 南安市闽亿铁塔金具有限公司 Electric power iron tower construction installation device and installation method

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