CN110593889B - Method for removing slag soil in pipeline for municipal building construction - Google Patents
Method for removing slag soil in pipeline for municipal building construction Download PDFInfo
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- CN110593889B CN110593889B CN201910725919.XA CN201910725919A CN110593889B CN 110593889 B CN110593889 B CN 110593889B CN 201910725919 A CN201910725919 A CN 201910725919A CN 110593889 B CN110593889 B CN 110593889B
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- 238000000034 method Methods 0.000 title claims abstract description 31
- 238000009435 building construction Methods 0.000 title claims abstract description 24
- 239000002893 slag Substances 0.000 title claims description 208
- 239000002689 soil Substances 0.000 title claims description 121
- 230000008569 process Effects 0.000 claims abstract description 10
- 238000012546 transfer Methods 0.000 claims description 75
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 60
- 230000008093 supporting effect Effects 0.000 claims description 37
- 230000005484 gravity Effects 0.000 claims description 35
- 229910052742 iron Inorganic materials 0.000 claims description 30
- 230000000670 limiting effect Effects 0.000 claims description 15
- 230000000903 blocking effect Effects 0.000 claims description 12
- 230000009471 action Effects 0.000 claims description 9
- 230000005540 biological transmission Effects 0.000 claims description 7
- 230000001965 increasing effect Effects 0.000 claims description 7
- 238000003825 pressing Methods 0.000 claims description 7
- 238000001125 extrusion Methods 0.000 claims description 5
- 210000001503 joint Anatomy 0.000 claims description 5
- 230000000694 effects Effects 0.000 claims description 4
- 230000004044 response Effects 0.000 claims description 2
- 238000000926 separation method Methods 0.000 claims description 2
- 238000006073 displacement reaction Methods 0.000 claims 1
- 239000013049 sediment Substances 0.000 abstract description 21
- 238000009412 basement excavation Methods 0.000 description 22
- 230000032258 transport Effects 0.000 description 14
- 238000010276 construction Methods 0.000 description 8
- 238000007599 discharging Methods 0.000 description 6
- 230000003111 delayed effect Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000001976 improved effect Effects 0.000 description 2
- 230000001939 inductive effect Effects 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000001960 triggered effect Effects 0.000 description 2
- WHXSMMKQMYFTQS-UHFFFAOYSA-N Lithium Chemical compound [Li] WHXSMMKQMYFTQS-UHFFFAOYSA-N 0.000 description 1
- 238000013473 artificial intelligence Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000004556 brain Anatomy 0.000 description 1
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- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052744 lithium Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms
- E21D9/124—Helical conveying means therefor
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms
- E21D9/126—Loading devices or installations
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Abstract
The invention discloses a method for removing dregs in a pipeline in municipal building construction, wherein a motor touch switch controls an excavating motor to operate, then a dregs transferring trolley is drawn to move synchronously through the movement of a dregs excavating device, and the dregs excavating device continuously guides dregs in a pipe jacking into the dregs transferring trolley through a dregs guide cylinder in the operation moving process; gravity-feed tank is connected with the sediment transport trolley, gravity-feed tank is connected with the sediment transport.
Description
Technical Field
The invention relates to the technical field of municipal building construction, in particular to a method for removing dregs in a pipeline in municipal building construction.
Background
In municipal works, the pipe jacking construction technology is popular all the time, two modes of manual pipe jacking and mechanical pipe jacking are adopted, the manual pipe jacking construction is a non-excavation construction method, the pipe jacking embedding can be realized without excavation or with few excavation, the friction force between the pipe jacking and the surrounding soil is overcome by means of jacking force generated by jacking equipment in a working pit, the pipe jacking is jacked into the soil according to the designed gradient and direction, and the earthwork is transported away. After one section of pipe is pushed into the soil layer, the second section of pipe is pushed into the receiving pit continuously, and the principle is that a tool gate or a heading machine penetrates through the soil layer from a working pit to be pushed into the receiving pit by means of the thrust among a main jacking oil cylinder, the jacking pipe and a relay. After the pipe is manually jacked into the ground by one section, the pipe is filled with soil residues, the soil needs to enter the pipe to excavate earthwork and transport the earthwork to the ground, and the efficiency of manual excavation and transportation is low due to the vacancy of the pipe and the limitation of equipment, so that the construction period is delayed and the construction cost is increased.
Disclosure of Invention
The invention aims to overcome the defects of the prior art, provides a method for removing muck in a pipeline for municipal building construction, and solves the problems that after a section of a top pipe is manually pushed into the ground, the top pipe is filled with the muck, and then the top pipe needs to be manually entered into the top pipe to excavate earthwork and transfer the earthwork to the ground, because the top pipe is idle and equipment is limited, the manual excavation and transfer efficiency is low, the construction period is delayed, and the construction cost is increased.
The invention is realized by the following technical scheme:
the method for removing the slag soil in the pipeline for municipal building construction comprises the following steps:
step 1, arranging a slag excavating and removing device, wherein the slag excavating and removing device comprises an excavating motor, an excavating rotating shaft, a slag conveying cylinder, a slag guide cylinder and a conveying cylinder supporting block, the inner end of the slag conveying cylinder is open, the outer end of the slag conveying cylinder is closed, the excavating motor is arranged at the outer end of the slag conveying cylinder, the outer end part of the excavating rotating shaft penetrates through the center line of the slag conveying cylinder and is in transmission connection with the excavating motor, the conveying cylinder supporting block is sleeved outside the slag conveying cylinder and is supported in a top pipe, a slag conveying spiral blade is arranged on the excavating rotating shaft in the slag conveying cylinder, the outer ring surface of the slag conveying spiral blade is in sliding contact with the inner wall of the slag conveying cylinder, a slag excavating spiral blade is arranged in the middle of the excavating rotating shaft, and a traction conical spiral blade is arranged at the inner; a slag discharging hole is formed in the upper side of the outer end part of the slag conveying cylinder, the slag soil guide cylinder is connected to the slag discharging hole, a jacking plate is arranged below the outer end of the excavating motor, and a motor touch switch is arranged on the jacking plate;
the end plate frame and the iron top pressure plate are mutually extruded, and meanwhile, a motor touch switch arranged on the iron top pressure plate is also turned on, the motor touch switch controls the operation of an excavating motor, then the slag soil transfer trolley is driven to synchronously move through the movement of the slag soil excavating and removing device, and the slag soil excavating and removing device continuously guides the slag soil of the pipe jacking into the slag soil transfer trolley through the slag soil guide cylinder in the operation and movement process; gravity-feed tank is connected with the sediment transport trolley, gravity-feed tank is connected with the sediment transport.
Further, in the step 3, in the process of transporting the muck transfer trolley, along with the excavation depth of the muck in the pipe jacking, the number of the muck transfer trolleys is continuously increased, when the muck transfer trolley which does not load muck runs into the pipeline and the muck transfer trolley which does not load muck runs out of the pipeline and meets, the muck transfer trolley which runs inwards climbs the flat car stacking plate through the outer end car stacking inclined plate on the other trolley and then falls on the front end part of the inner end car stacking inclined plate towards the front motor hub, due to the instant blocking effect of the car blocking vertical plate on the inner end car stacking inclined plate, the muck transfer trolley can pull the inner end car stacking inclined plate to be drawn out from the chute through the gravity effect of downward inclination of the muck transfer trolley, the drawn inner end car stacking inclined plate can incline downwards due to the limiting effect of the limiting plate, so that the muck transfer trolley can smoothly fall on the pipe jacking through the inner end car stacking inclined plate, the inner end piling car inclined plate retracts into the sliding chute through the acting force of the return spring, and the two muck transferring trolleys meet and miss each other and then continue to run respectively.
Furthermore, the conveying cylinder supporting block is of an annular structure made of rubber, the inner end face of the conveying cylinder supporting block is vertical, and the outer end face of the conveying cylinder supporting block inclines outwards, so that the conveying cylinder supporting block ensures that the muck guide cylinder is located at the top of the jacking pipe under the action of gravity.
Furthermore, the inner end of the slag conveying and conveying cylinder is provided with a bell mouth which is convenient for the soil slag to enter the cylinder.
Furthermore, a remote controller is further arranged, the remote controller is wirelessly connected with the vehicle controller, and the operation of the muck transfer trolley can be remotely controlled through the remote controller.
Furthermore, lifting shackles are arranged at two ends of the slag loading car hopper.
Further, the distance between the outer ring surface of the residue soil excavation spiral blade and the inner wall of the top pipe is 0-15 mm.
Furthermore, a sliding shaft stop block is arranged in the sliding groove, when the inner end folded vehicle inclined plate contracts into the sliding groove under the tensile force action of the return spring, the sliding shaft is stopped by the sliding shaft stop block, so that the inner end folded vehicle inclined plate cannot completely contract into the sliding groove, and the lower end of the inner end folded vehicle inclined plate is kept flush with the front end of the frame.
Furthermore, still be provided with camera and light on a plurality of dregs transport dolly, camera and light respectively with vehicle controller control connection.
Compared with the prior art, the invention has the following advantages and beneficial effects:
1. the invention relates to a method for removing dregs in a pipeline for municipal building construction, which is characterized in that a dregs removing device is arranged, and the dregs removing device is provided with a set of excavating motor and an excavating rotating shaft in transmission connection with the excavating motor; the excavating rotating shaft is respectively provided with a slag conveying helical blade, a slag excavating helical blade and a traction conical helical blade, the slag conveying helical blade has a transmission function, the slag entering the slag conveying cylinder is transmitted to the slag guide cylinder to be discharged, the slag excavating helical blade is arranged in the middle of the excavating rotating shaft and has an excavating function, the slag excavating helical blade can excavate and loosen the slag in the top pipe and transmit the slag to the slag conveying cylinder, the traction conical helical blade is arranged at the inner end part of the excavating rotating shaft and has the function of drawing the slag excavating device to move forwards in the top pipe, and the traction conical helical blade is similar to a drill bit, so that the slag excavating device integrates traction power, slag excavating and slag conveying functions.
2. According to the method for removing the dregs in the pipeline for municipal building construction, the dregs transferring device comprises the plurality of dregs transferring trolleys, the dregs transferring trolleys can achieve an automatic dregs conveying function, the digging work of the dregs removing devices can be controlled through butt joint with the dregs removing devices, the dregs transferring trolleys can achieve circular operation of the trolleys in the pipe jacking, the two trolleys which run in opposite directions can meet and stagger through the stacked frame, the dregs conveying circular operation of the trolleys is achieved, full-automatic operation of the slag digging of the pipe jacking is achieved, and the dregs digging and conveying efficiency is improved.
Drawings
The accompanying drawings, which are included to provide a further understanding of the embodiments of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention. In the drawings:
FIG. 1 is a schematic structural view of a device for removing residue soil in a pipeline for municipal building construction according to the invention;
FIG. 2 is a schematic structural view of the apparatus for excavating dregs according to the present invention;
FIG. 3 is a schematic structural view of the upper inner end of the muck transfer trolley with the stacking sloping plate in a contracted state;
FIG. 4 is a structural schematic diagram of the upper inner end of the muck transfer trolley with the stacking sloping plate in an unfolded state;
FIG. 5 is a schematic structural view of a muck transfer trolley without a muck hopper according to the invention;
FIG. 6 is a schematic front view of a flat plate of the folding cart according to the present invention;
FIG. 7 is a schematic cross-sectional view of a flat plate of the folding cart of the present invention;
FIG. 8 is a schematic structural view of two muck transfer trolleys according to the invention in an overlapped state;
FIG. 9 is a schematic structural view of the two residual soil transfer trolleys of the invention in a staggered state after being stacked;
FIG. 10 is a schematic diagram of the control principle of the present invention;
reference numbers and corresponding part names in the drawings:
1-excavating motor, 2-excavating rotating shaft, 3-slag conveying cylinder, 4-slag guide cylinder, 5-conveying cylinder supporting block, 6-top pipe, 7-slag conveying helical blade, 8-slag excavating helical blade, 9-traction conical helical blade, 10-slag discharge port, 11-top pressure plate, 12-motor touch switch, 13-slag transferring trolley, 14-frame, 15-slag loading hopper, 16-motor hub, 17-power battery, 18-gravity sensing switch, 19-vehicle controller, 20-trolley touch switch, 21-bottom plate frame, 22-side plate frame, 23-end plate frame, 24-wheel shaft, 25-stacking frame, 26-outer end stacking sloping plate, 27-stacking plate, 28-inner-end folding vehicle inclined plate, 29-sliding chute, 30-sliding shaft, 31-return spring, 32-vehicle blocking vertical plate, 33-electromagnet, 34-bell mouth, 35-remote controller, 36-lifting hook ring, 37-camera, 38-illuminating lamp and 39-sliding shaft stopper.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be further described in detail with reference to the following examples and accompanying drawings, wherein the exemplary embodiments and descriptions of the present invention are only used for explaining the present invention, and are not intended to limit the present invention.
Examples
As shown in fig. 1 to 10, the method for removing the slag soil in the pipeline for municipal building construction 1 of the invention comprises the steps of:
step 1, arranging a slag excavating and removing device, wherein the slag excavating and removing device comprises an excavating motor 1, an excavating rotating shaft 2, a slag conveying cylinder 3, a slag guide cylinder 4 and a conveying cylinder support block 5, the inner end of the slag conveying cylinder 3 is open, the outer end of the slag conveying cylinder 3 is closed, the excavating motor 1 is arranged at the outer end of the slag conveying cylinder 3, the outer end of the excavating rotating shaft 2 is arranged on the central line of the slag conveying cylinder 3 in a penetrating manner and is in transmission connection with the excavating motor 1, the conveying cylinder support block 5 is sleeved outside the slag conveying cylinder 3 and is supported in a top pipe 6, a slag conveying spiral blade 7 is arranged on the excavating rotating shaft 2 in the slag conveying cylinder 3, the outer ring surface of the slag conveying spiral blade 7 is in sliding contact with the inner wall of the slag conveying cylinder 3, a slag excavating spiral blade 8 is arranged in the middle of the excavating rotating shaft 2, and a traction conical spiral blade 9 is arranged at the; a slag discharging opening 10 is formed in the upper side of the outer end portion of the slag conveying cylinder 3, the slag soil guide cylinder 4 is connected to the slag discharging opening 10 to guide out soil slag, an iron top pressing plate 11 is arranged below the outer end of the excavating motor 1, and a motor touch switch 12 is arranged on the top pressing plate 11;
step 2, a residue soil transferring device is arranged, the residue soil transferring device comprises a plurality of residue soil transferring trolleys 13, each residue soil transferring trolley 13 comprises a trolley frame 14, a residue loading trolley hopper 15, a motor hub 16, a power battery 17, a gravity sensing switch 18, a vehicle controller 19 and a trolley touch switch 20, each trolley frame 14 comprises an opening box structure consisting of a bottom plate frame 21, two side plate frames 22 and two end plate frames 23, wheel shafts 24 are respectively arranged at the front end part and the rear end part of each trolley frame 14, the motor hubs 16 are respectively arranged at two ends of each wheel shaft 24, the power battery 17 is arranged at the inner bottom of each trolley frame 14, the residue loading trolley hopper 15 is movably arranged in each trolley frame 14, stacked trolley frames 25 capable of enabling the two residue soil transferring trolleys 13 to be vertically overlapped are respectively arranged on the outer side surfaces of the two side plate frames 22, each stacked trolley frame 25 comprises an outer end stacked trolley inclined plate 26, a stacked trolley flat plate 27 and an inner end stacked trolley inclined plate, the outer end vehicle-stacking inclined plate 26 is arranged at the outer end of the side plate frame 22, the vehicle-stacking flat plate 27 and the upper end of the outer end vehicle-stacking inclined plate 26 are connected and horizontally arranged at the middle position of the side plate frame 22, a chute 29 is arranged in the vehicle-stacking flat plate 27, the inner end vehicle-stacking inclined plate 28 is arranged at the inner end of the side plate frame 22, the upper end of the inner end vehicle-stacking inclined plate 28 is arranged in the chute 29 through a sliding shaft 30, the upper end of the inner end vehicle-stacking inclined plate 28 is connected to the bottom of the chute 29 in series through a return spring 31, a vehicle-blocking vertical plate 32 is arranged at the lower end of the inner end vehicle-stacking inclined plate 28, and; a trolley touch switch 20 and an electromagnet 33 are arranged on an end plate frame 23 at the inner end of the trolley frame 14, the gravity sensing switch 18 is arranged in the trolley frame 14 below the slag loading trolley hopper 15, and the motor hub 16, the power battery 17, the gravity sensing switch 18, the trolley touch switch 20 and the electromagnet 33 are all in control connection with a vehicle controller 19;
because the end plate frame 23 and the iron top pressure plate 11 are mutually extruded, and the motor touch switch 12 arranged on the iron top pressure plate 11 is also turned on, the motor touch switch 12 controls the excavating motor 1 to run, then the slag soil transfer trolley 13 is driven to synchronously move through the movement of the slag soil excavating device, and the slag soil excavating device continuously guides the slag soil of the top pipe 6 out of the slag soil transfer trolley 13 through the slag soil guide cylinder 4 in the running and moving process; gravity-feed tank 18 controls dregs transport dolly 13 through response gravity, when the dregs in dress dregs car fill 15 load to setting for weight, can trigger opening of gravity-feed tank 18, gravity-feed tank 18 passes through vehicle controller 19 control dregs transport dolly 13 and outwards moves, control electro-magnet 33 closes simultaneously, dregs transport dolly 13 and the separation of iron roof pressure board 11, it also stops work to excavate motor 1 simultaneously, wait for next dregs transport dolly 13 and dig except that dregs device butt joint continue to excavate and ship dregs, clear away the dregs in push pipe 6 until.
During the transportation process of the slag soil transfer trolley 13, along with the slag soil excavation depth in the pipe jacking 6, the quantity of the slag soil transfer trolleys 13 is continuously increased, when the slag soil transfer trolleys 13 which do not load slag soil and run towards the inside of the pipeline meet with the slag soil transfer trolleys 13 which do not load slag soil and run towards the outside of the pipeline, the inward-running slag soil transfer trolleys 13 climb onto the stacking flat plate 27 through the outer end stacking inclined plate 26 on the other trolley and then fall onto the front end part of the inner end stacking inclined plate 28 towards the front motor hub 16, due to the instant blocking effect of the baffle vertical plate 32 on the inner end stacking inclined plate 28, the slag soil transfer trolleys 13 can pull the inner end stacking inclined plate 28 out from the chute 29 through the gravity effect of downward inclination of the slag soil transfer trolleys 13, the inner end stacking inclined plate 28 after being pulled out can incline downwards due to the limiting effect of the limiting plate, so that the slag soil transfer trolleys 13 can smoothly fall onto the inner end stacking inclined plate 6 through the inner end stacking inclined plate 28, the inner end vehicle-stacking inclined plate 28 retracts into the chute 29 through the acting force of the return spring 31, and the two residual soil transfer trolleys 13 meet and stagger and then respectively continue to run.
Referring to fig. 1-10, the device for removing dregs in a pipeline for municipal building construction comprises a device for removing dregs and a device for transferring dregs, wherein the device for removing dregs comprises an excavating motor 1, an excavating rotating shaft 2, a dregs conveying cylinder 3, a dregs guide cylinder 4 and a conveying cylinder supporting block 5, the inner end of the dregs conveying cylinder 3 is open, the outer end of the dregs conveying cylinder 3 is closed, the excavating motor 1 is arranged at the outer end of the dregs conveying cylinder 3, the outer end of the excavating rotating shaft 2 is arranged on the central line of the dregs conveying cylinder 3 in a penetrating way and is in transmission connection with the excavating motor 1, the conveying cylinder supporting block 5 is sleeved outside the dregs conveying cylinder 3 and is supported in a top pipe 6, the excavating rotating shaft 2 is divided into three sections and is provided with a dregs conveying helical blade 7, a dregs excavating helical blade 8 and a traction tapered helical blade 9, the mutual butt joint of the dregs conveying helical blade 7, the dregs excavating helical blade 8 and the traction tapered helical blade 9 adopts a smooth transition design, the slag excavating helical blade 8 and the traction conical helical blade 9 can be movably installed and connected, so that the slag excavating helical blade 8 and the traction conical helical blade 9 with different sizes can be conveniently replaced according to the jacking pipes 6 with different sizes in the later period, the slag conveying helical blade 7 is arranged on the excavating rotating shaft 2 in the slag conveying cylinder 3, the outer ring surface of the slag conveying helical blade 7 is in sliding contact with the inner wall of the slag conveying cylinder 3, so that the slag conveying efficiency is conveniently improved, the excavating rotating shaft 2 is supported by the contact of the outer helical wall of the conveying helical blade 7 and the inner wall of the slag conveying cylinder 3, the outer helical wall of the conveying helical blade 7 is required to be in contact with the inner wall of the slag conveying cylinder 3 to stably rotate the excavating rotating shaft 2, and the excavating rotating shaft 2 is only provided with a limit bearing at the connection part with the excavating motor 1 because the excavating rotating shaft 2 is found to be longer in research and development use, therefore, the swing is large during rotation, and the problem can be well solved through the matched support of the conveying helical blade 7 and the inner wall of the slag conveying cylinder 3; the slag soil conveying helical blade 7 has the function of conveying, the slag soil entering the slag conveying cylinder 3 is conveyed to the slag soil guide cylinder 4 to be discharged, the middle part of the excavating rotating shaft 2 is provided with a slag soil excavating helical blade 8, the slag soil excavating helical blade 8 has the excavating function, the slag soil in the top pipe 6 can be excavated and loosened and conveyed to the slag conveying cylinder 3, the inner end part of the excavating rotating shaft 2 is provided with a traction conical helical blade 9, the traction conical helical blade 9 has the function of traction and excavation of the slag soil removing device to move forwards in the top pipe 6, the traction conical helical blade 9 is similar to a drill bit, and when the excavating rotating shaft 2 drives the traction conical helical blade 9 to rotate, the traction conical helical blade 9 can drill towards the deep part of the slag soil in the top pipe; the upper side of the outer end part of the slag conveying cylinder 3 is provided with a slag discharging opening 10, the slag guide cylinder 4 is connected to the slag discharging opening 10 to lead out soil slag, the slag conveying helical blade 7 extrudes the slag to the slag guide cylinder 4 through continuous extrusion operation in the slag conveying cylinder 3, an iron top pressure plate 11 is arranged below the outer end of the excavating motor 1, and the top pressure plate 11 is provided with a motor touch switch 12. And a power supply wire of the excavating motor 1 is also connected in the iron top pressure plate 11. The outer side surface of the iron top pressure plate 11 is flush with the outer end surface of the excavating motor 1.
The muck transferring device comprises a plurality of muck transferring trolleys 13, the muck transferring trolleys 13 are arranged according to the excavation progress of muck in the pipe jacking 6, two muck transferring trolleys 13 are adopted to carry muck circularly, the number of the muck transferring trolleys 13 is increased continuously along with the excavation depth of the muck in the pipe jacking 6, so that the efficiency of digging muck and carrying muck is ensured, the muck transferring trolleys 13 comprise a frame 14, a muck loading hopper 15, a motor hub 16, a power battery 17, a gravity sensing switch 18, a vehicle controller 19 and a trolley touch switch 20, the frame 14 is of an open box structure consisting of a bottom plate frame 21, two side plate frames 22 and two end plate frames 23, wheel shafts 24 are respectively arranged at the front end part and the rear end part of the frame 14, the motor hub 16 is respectively arranged at two ends of each wheel shaft 24, and the muck transferring trolleys 13 walk back and forth in the pipe jacking 6 without the steering function, all go straight, can increase dregs transfer dolly 13 power through the setting of four motor wheel hubs 16, be convenient for two dregs transfer dollies 13 meet in push pipe 6, the dregs transfer dolly 13 of operation in push pipe 6 can climb up smoothly, on the dregs transfer dolly 13 of operation outside push pipe 6, thereby realize the circulation slag transportation function, power battery 17 sets up the bottom in frame 14, and power battery 17 can adopt the lithium cell to lay in frame 14 bottom, occupies little frame 14 space, dress sediment car fill 15 activity is in frame 14, after dregs were transported out 6, directly hangs on dress sediment car fill 15 through hoisting equipment and carries it out the foundation ditch with it, then directly the dress transports away, is equipped with respectively on two curb plate frame 22 lateral surfaces and can make two dregs transfer dollies 13 overlap frame 25 about, it includes outer end pile car swash plate 26, outer end pile car swash plate 26, The outer end vehicle-stacking inclined plate 26, the vehicle-stacking flat plate 27 and the inner end vehicle-stacking inclined plate 28 form an isosceles trapezoid structure without a bottom edge when the inner end vehicle-stacking inclined plate 28 is unfolded, the outer end vehicle-stacking inclined plate 26 is arranged at the outer end of the side plate frame 22, the vehicle-stacking flat plate 27 and the upper end of the outer end vehicle-stacking inclined plate 26 are connected and horizontally arranged at the middle position of the side plate frame 22, a chute 29 is arranged in the vehicle-stacking flat plate 27, the inner end vehicle-stacking inclined plate 28 is arranged at the inner end of the side plate frame 22, the upper end of the inner end vehicle-stacking inclined plate 28 is arranged in the chute 29 through a sliding shaft 30, the upper end of the inner end vehicle-stacking inclined plate 28 is connected to the bottom of the chute 29 in series through a return spring 31, a vehicle-blocking vertical plate 32 is arranged at the lower end of the inner vehicle-stacking inclined plate 28, the height of the vehicle-blocking vertical plate 32 cannot influence the outward movement of the, a limiting plate for limiting the inclination angle of the inner-end vehicle-folding inclined plate 28 is arranged at the inner end of the side plate frame 22; in order to realize the circulation slag conveying function, empty vehicles and trolley operation filled with slag soil can simultaneously appear in the pipe jacking 6, when the slag soil transfer trolley 13 which does not load slag soil runs in the pipeline and the slag soil transfer trolley 13 which does not load slag soil runs outside the pipeline are met, because the outer end overlapping trolley sloping plate 26 on the slag soil transfer trolley 13 is fixedly unfolded, the inner end overlapping trolley sloping plate 28 is partially contracted in the sliding groove 29 under the condition of no external force, so when meeting, the slag soil transfer trolley 13 running inwards can be overlapped on the slag soil transfer trolley 13 running outwards through the overlapping frame 25 to reversely pass through, the concrete process is as follows: when two trolleys running in the opposite direction meet, the inward-running muck transferring trolley 13 climbs up the stacking flat plate 27 through the outer end stacking inclined plate 26 on the other trolley, then falls on the front end part of the inner end stacking inclined plate 28 towards the front motor hub 16, due to the blocking effect of the car blocking vertical plate 32 on the inner end stacking inclined plate 28, through the gravity action of the downward inclination of the muck transferring trolley 13, the muck transferring trolley 13 can pull the inner end stacking inclined plate 28 to be drawn out from the chute 29, the drawn out inner end stacking inclined plate 28 can incline downward due to the limiting effect of the limiting plate, so that the muck transferring trolley 13 can smoothly fall down on the jacking pipe 6 through the inner end stacking inclined plate 28, the inner end stacking inclined plate 28 retracts into the chute 29 through the acting force of the return spring 31, the two trolleys complete the meeting and the wrong cars, and then respectively continue running.
A trolley touch switch 20 and an electromagnet 33 are arranged on an end plate frame 23 at the inner end of a frame 14, the trolley touch switch 20 controls the slag soil transfer trolley 13 to run and close through touch pressing, when the trolley touch switch 20 is pressed on an iron top pressure plate 11, the slag soil transfer trolley 13 is suspended, meanwhile, the trolley touch switch 20 controls the electromagnet 33 to be switched on and adsorbed on the iron top pressure plate 11, the slag soil transfer trolley 13 is pulled to move synchronously through the movement of a slag soil excavating device, a gravity sensing switch 18 is arranged in the frame 14 below a slag loading trolley hopper 15, the gravity sensing switch 18 controls the slag soil transfer trolley 13 through sensing gravity, through setting the gravity sensing switch 18, when the slag soil in the slag loading trolley hopper 15 is loaded to a set weight, the gravity sensing switch 18 is triggered to be switched on, the gravity sensing switch 18 controls the trolley to run outwards through a vehicle controller 19, and meanwhile, the electromagnet 33 is controlled to be turned off, and the motor hub 16, the power battery 17, the gravity sensing switch 18, the trolley touch switch 20 and the electromagnet 33 are all in control connection with the vehicle controller 19. The vehicle controller 19 is a control brain of the muck transfer trolley 13, and controls the motor hub 16 to move forwards, temporarily stops or backwards by receiving instructions of the gravity sensing switch 18, the trolley touch switch 20 and the remote controller 35, and also controls the electromagnet 33 to be turned on or off.
The invention relates to a method for removing slag soil in a pipeline for municipal building construction, which is characterized in that a jacking pipe is jacked into the soil according to the designed gradient and direction, after one section of pipe is jacked into the soil layer, a second section of pipe is jacked continuously, and a tool gate or a heading machine is pushed into a receiving pit from a working pit through the soil layer by means of the thrust among a main jacking oil cylinder, the jacking pipe and a relay.
Before the dregs in the top pipe are cleaned by adopting artificial intelligence, firstly, the dregs at the end part of the top pipe are dug out by 1-2 meters manually, so as to be convenient for placing a dregs cleaning system, firstly, the dregs removing device is put into the top pipe 6, one end of the conical spiral blade 9 is pulled to be inserted into the dregs in the top pipe 6, then, a dregs transferring trolley 13 is put into the top pipe 6 in advance, the dregs transferring trolley 13 moves into the top pipe 6 through a remote controller 35 or switch control, when a trolley touch switch 20 arranged on an end plate frame 23 at the inner end of a frame 14 and an electromagnet 33 are pressed on an iron top press plate 11 on the dregs removing device, the trolley touch switch 20 is started through extrusion force, when the trolley touch switch 20 is pressed on the iron top press plate 11, the dregs transferring trolley 13 is suspended, and simultaneously, the trolley touch switch 20 controls the electromagnet 33 to be started and adsorbed on the iron top press plate 11, because the end plate frame 23 and the iron top press plate 11 are mutually extruded, meanwhile, a motor touch switch 12 arranged on the iron top pressure plate 11 is also turned on, the motor touch switch 12 controls the operation of the excavating motor 1, then the residue soil transfer trolley 13 is pulled to move synchronously by the movement of the residue soil excavating device, the residue soil of the top pipe 6 is continuously connected to the residue discharge port 10 by a residue soil guide cylinder 4 in the operation moving process of the residue soil excavating device to guide the soil residues into the residue soil transfer trolley 13, the gravity sensing switch 18 controls the residue soil transfer trolley 13 by sensing gravity, through the arrangement of the gravity sensing switch 18, when the residue soil in the residue soil loading trolley hopper 15 is loaded to a set weight, the gravity sensing switch 18 is triggered to be turned on, the gravity sensing switch 18 controls the trolley to move outwards by a vehicle controller 19, the electromagnet 33 is controlled to be turned off, the residue soil transfer trolley 13 is separated from the iron top pressure plate 11, and the excavating motor 1 stops working at the same time, and (4) waiting for the next residual soil transfer trolley 13 to be butted with the residual soil excavating device to continue excavating and loading residual soil.
In the process of dregs transfer trolley 13 transportation, the setting of dregs transfer trolley 13 quantity is placed according to the progress that the dregs excavated in push pipe 6, begin to adopt two dregs transfer trolley 13 circulation fortune sediment, along with the dregs excavation depth in push pipe 6, the dolly 13 quantity is transported to the dregs of constantly increasing, thereby guarantee to dig the efficiency of sediment and fortune sediment, when the dregs transfer trolley 13 that does not load the dregs to the interior operation of pipeline and when the dregs transfer trolley 13 that does not load the dregs to the outside operation of pipeline meet, because the dregs transfer trolley 13 goes up outer end pile car swash plate 26 and is fixed the expansion, inner pile car swash plate 28 is partial shrink in spout 29 under no exogenic action, so when meeting, the dregs transfer trolley 13 of inward movement can pass through pile frame 25 and overlap on the dregs transfer trolley 13 of outward movement backward, concrete process: when two trolleys running in the opposite direction meet, the inward-running muck transferring trolley 13 climbs up the stacking flat plate 27 through the outer end stacking inclined plate 26 on the other trolley, then falls on the front end part of the inner end stacking inclined plate 28 towards the front motor hub 16, due to the blocking effect of the car blocking vertical plate 32 on the inner end stacking inclined plate 28, through the gravity action of the downward inclination of the muck transferring trolley 13, the muck transferring trolley 13 can pull the inner end stacking inclined plate 28 to be drawn out from the chute 29, the drawn out inner end stacking inclined plate 28 can incline downward due to the limiting effect of the limiting plate, so that the muck transferring trolley 13 can smoothly fall down on the jacking pipe 6 through the inner end stacking inclined plate 28, the inner end stacking inclined plate 28 retracts into the chute 29 through the acting force of the return spring 31, the two trolleys complete the meeting and the wrong cars, and then respectively continue running.
If a dregs transfer trolley 13 is adorning the sediment, another dolly also moves and adorns the sediment position, the back dolly can be through folding the frame 25 and fold on the dress sediment dolly when taking account of, because the slag notch of dregs guide cylinder 4 just exceeds dregs transfer trolley 13 a bit, the overlapping of another dolly also can not influence and is adorning the sediment on, finish driving out when this dolly dress sediment, the dolly of top and two dollies are wrong the car the same, make and adorn the sediment position, can effectively avoid the blocking phenomenon if control good dolly quantity and functioning speed, this is that technical staff in the field can adjust according to actual need, need not pay out creatively and work.
Scheme 1, conveying cylinder supporting shoe 5 is the loop configuration who adopts rubber to make, conveying cylinder supporting shoe 5 adopts rubber to make and has certain elasticity, it closely cooperates with push pipe 6 inner wall to be convenient for conveying cylinder supporting shoe 5, there is certain tapering at the front end of conveying cylinder supporting shoe 5 in actual manufacturing, be convenient for insert push pipe 6, the interior terminal surface of conveying cylinder supporting shoe 5 is perpendicular, the outer terminal surface of conveying cylinder supporting shoe 5 leans out, thereby make 5 lower parts of conveying cylinder supporting shoe divide the part quality heavily, make conveying cylinder supporting shoe 5 guarantee through the action of gravity that dregs guide cylinder 4 is located push pipe 6 top position, because only the slag guide export of dregs guide cylinder 4 is located push pipe 6 top position, just be convenient for with the leading-in dregs of dregs transport in the dress dregs car fill 15 of dolly 13.
The inner end of the slag conveying cylinder 3 is provided with a bell mouth 34 which is convenient for soil slag to enter the cylinder. The remote controller 35 is further arranged, the remote controller 35 is in wireless connection with the vehicle controller 19, and the operation of the muck transfer trolley 13 can be remotely controlled through the remote controller 35. The operation condition of each residue soil transfer trolley 13 can be monitored through the remote controller 35.
And hoisting shackles 36 are arranged at two ends of the slag loading car hopper 15. Because the top pipe is generally constructed in the foundation pit, the slag excavated from the top pipe 6 can not be directly loaded and transported, and the slag loading car hopper 15 is required to lift out of the foundation pit for re-loading.
The distance between the outer ring surface of the residue soil excavation spiral blade 8 and the inner wall of the top pipe 6 is 0-15 mm. A certain gap is reserved between the outer ring surface of the slag excavation spiral blade 8 and the inner wall of the top pipe 6, on one hand, the swinging of the excavation rotating shaft 2 is avoided, so that the slag excavation spiral blade 8 collides with the inner wall of the top pipe 6 to damage the top pipe 6 or the slag excavation spiral blade 8, and on the other hand, the uneven inner wall of the top pipe 6 is avoided from colliding with the slag excavation spiral blade 8, according to the normal design, the closer the slag excavation spiral blade 8 is attached to the inner wall of the top pipe 6, the cleaner the slag excavation is, the higher the working efficiency is, and in order to avoid the accidents, the distance is designed to be 0-15mm, so that the collision accidents can be completely avoided due to the distance of 0-15mm on one hand, and on the other hand, the gap of 0-15mm is reserved, which is equivalent to the fact that the soil slag with the thickness of 0-15mm is reserved on the inner wall of the top pipe 6, in actual construction, the fact that the bonding strength of the soil residues with the thickness of 0-15mm left on the inner wall of the top pipe 6 and the top pipe 6 is lower, and the soil residues with the thickness of 0-15mm are not easy to remove if the soil residues are thicker, the soil residues with the thickness of 0-15mm are pushed by the conveying cylinder supporting block 5 to continuously fall off in the top pipe 6, and the conveying cylinder supporting block 5 is made of plastic and has certain elasticity and is supported in the top pipe 6 in an expansion mode, so that the conveying cylinder supporting block 5 is equivalent to a scraper knife and enters the slag conveying cylinder 3 after entering the slag excavating spiral blade 8 again for stirring, and the slag residues in the top pipe 6 can be cleaned up if a gap of 0-15mm is left.
A sliding shaft stop block 39 is arranged in the sliding chute 29, when the inner end folded vehicle sloping plate 28 contracts into the sliding chute 29 under the pulling force of the return spring 31, the sliding shaft 30 is stopped by the sliding shaft stop block, so that the inner end folded vehicle sloping plate 28 cannot completely contract into the sliding chute 29, and the lower end of the inner end folded vehicle sloping plate 28 is kept flush with the front end of the frame 14. Because the inner end folded vehicle sloping plate 28 is drawn out to play a role of gently descending the trolley, one end of the inner end folded vehicle sloping plate 28 is reserved outside the sliding groove 29, and a sliding shaft stop block 39 is arranged in order to prevent the end of the inner end folded vehicle sloping plate 28 from protruding out of the end plate frame 23 at the front end of the trolley.
The plurality of muck transfer trolleys 13 are also provided with cameras 37 and illuminating lamps 38, and the cameras 37 and the illuminating lamps 38 are respectively in control connection with the vehicle controller 19. The camera 37 and the illuminating lamp 38 can remotely monitor the excavation condition of the trolley and the jacking pipe 6 through a remote controller terminal.
The method for removing the dregs in the pipeline for municipal building construction comprises the steps of arranging a dregs removing device, wherein the dregs removing device is provided with a set of excavating motor and an excavating rotating shaft 2 in transmission connection with the excavating motor; the excavating rotating shaft 2 is respectively provided with a slag conveying helical blade 7, a slag excavating helical blade 8 and a traction conical helical blade 9, the slag conveying helical blade 7 is used for conveying, the slag entering the slag conveying cylinder 3 is conveyed to the slag guide cylinder 4 to be discharged, the slag excavating helical blade 8 is arranged in the middle of the excavating rotating shaft 2, the slag excavating helical blade 8 has an excavating function, the slag excavating helical blade can excavate and loosen the slag in the pipe jacking 6 and convey the slag to the slag conveying cylinder 3, the traction conical helical blade 9 is arranged at the inner end part of the excavating rotating shaft 2, the traction conical helical blade 9 is used for drawing the slag excavating device to move forwards in the pipe jacking 6, and the traction conical helical blade 9 is similar to a drill bit, so the slag excavating device integrates traction power, slag excavating and slag conveying functions.
Transport the dregs device through setting up and include that a plurality of dregs transport dolly 13, dregs transport dolly 13 can realize automatic fortune sediment function, can through with dig out the butt joint of dregs device, control is dug out dregs device excavation work, and dregs transport dolly 13 can realize a plurality of dollies at 6 inner loop operation operations in push pipe, through folding frame 25, can two reverse run's dolly meet the wrong car, thereby realize dolly fortune sediment circulation operation, make the push pipe dig the sediment and realize full-automatic operation, improve and dig sediment and fortune sediment efficiency.
The above-mentioned embodiments are intended to illustrate the objects, technical solutions and advantages of the present invention in further detail, and it should be understood that the above-mentioned embodiments are merely exemplary embodiments of the present invention, and are not intended to limit the scope of the present invention, and any modifications, equivalent substitutions, improvements and the like made within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (10)
1. The method for removing the slag soil in the pipeline for municipal building construction is characterized by comprising the following steps:
step 1, arranging a slag excavating and removing device, wherein the slag excavating and removing device comprises an excavating motor (1), an excavating rotating shaft (2), a slag conveying cylinder (3), a slag guide cylinder (4) and a conveying cylinder supporting block (5), the inner end of the slag conveying cylinder (3) is open, the outer end of the slag conveying cylinder is closed, the excavating motor (1) is arranged at the outer end of the slag conveying cylinder (3), the outer end of the excavating rotating shaft (2) penetrates through the center line of the slag conveying cylinder (3) and is in transmission connection with the excavating motor (1), the conveying cylinder supporting block (5) is sleeved outside the slag conveying cylinder (3) and is supported in a top pipe (6), a slag conveying helical blade (7) is arranged on the excavating rotating shaft (2) in the slag conveying cylinder (3), the outer ring surface of the slag conveying helical blade (7) is in sliding contact with the inner wall of the slag conveying cylinder (3), and a slag excavating helical blade (8) is arranged in the middle of the excavating rotating shaft (2), a traction conical helical blade (9) is arranged at the inner end part of the excavating rotating shaft (2); a slag discharge hole (10) is formed in the upper side of the outer end portion of the slag conveying cylinder (3), the slag guide cylinder (4) is connected to the slag discharge hole (10) to guide out soil slag, an iron top pressure plate (11) is arranged below the outer end of the excavating motor (1), and a motor touch switch (12) is arranged on the top pressure plate (11);
step 2, a residue soil transferring device is arranged, the residue soil transferring device comprises a plurality of residue soil transferring trolleys (13), each residue soil transferring trolley (13) comprises a trolley frame (14), a residue soil loading hopper (15), a motor hub (16), a power battery (17), a gravity sensing switch (18), a vehicle controller (19) and a trolley touch switch (20), the trolley frame (14) is of an open box structure consisting of a bottom plate frame (21), two side plate frames (22) and two end plate frames (23), wheel shafts (24) are respectively arranged at the front end part and the rear end part of the trolley frame (14), the motor hubs (16) are respectively arranged at the two ends of each wheel shaft (24), the power battery (17) is arranged at the bottom in the trolley frame (14), the residue soil loading hopper (15) is movably arranged in the trolley frame (14), a stacking trolley frame (25) capable of enabling the two residue soil transferring trolleys (13) to be vertically overlapped is respectively arranged on the outer side surfaces of the two side plate frames (22), the folding frame (25) comprises an outer end folding inclined plate (26), a folding flat plate (27) and an inner end folding inclined plate (28), the outer end vehicle-stacking sloping plate (26) is arranged at the outer end of the side plate frame (22), the vehicle-stacking flat plate (27) and the upper end of the outer end vehicle-stacking sloping plate (26) are connected and horizontally arranged at the middle position of the side plate frame (22), a chute (29) is arranged in the vehicle-stacking flat plate (27), the inner end vehicle-stacking inclined plate (28) is arranged at the inner end of the side plate frame (22), the upper end of the inner end vehicle-stacking inclined plate (28) is arranged in the chute (29) through a sliding shaft (30), the upper end of the inner end folded vehicle sloping plate (28) is connected in series with the bottom of the chute (29) through a return spring (31), the lower end head of the inner end folded vehicle sloping plate (28) is provided with a vehicle blocking vertical plate (32), a limiting plate for limiting the inclination angle of the inner-end vehicle-folding inclined plate (28) is arranged at the inner end part of the side plate frame (22); a trolley touch switch (20) and an electromagnet (33) are arranged on an end plate frame (23) at the inner end of the trolley frame (14), the gravity sensing switch (18) is arranged in the trolley frame (14) below the slag loading trolley hopper (15), and the motor hub (16), the power battery (17), the gravity sensing switch (18), the trolley touch switch (20) and the electromagnet (33) are in control connection with a vehicle controller (19);
step 3, firstly digging out 1-2 m of the dregs at the end part of the opening of the top pipe (6), placing the dregs digging device into the top pipe (6), inserting one end of the dregs digging device, which is provided with a traction conical helical blade (9), into the dregs in the top pipe (6), then a muck transfer trolley (13) is put into the top pipe (6), the muck transfer trolley (13) moves into the top pipe (6) through control, when a trolley touch switch (20) and an electromagnet (33) arranged on an end plate frame (23) at the inner end of the frame (14) are pressed against an iron pressing plate (11) on the slag soil excavating device, the trolley touch switch (20) is started through extrusion force, when the trolley touch switch (20) presses the iron top pressure plate (11), the muck transferring trolley (13) is suspended, meanwhile, a trolley touch switch (20) controls an electromagnet (33) to be started and adsorbed on the iron top pressure plate (11) through a vehicle controller (19);
the end plate frame (23) and the iron top pressure plate (11) are mutually extruded, meanwhile, a motor touch switch (12) arranged on the iron top pressure plate (11) is also turned on, the motor touch switch (12) controls the operation of the excavating motor (1), then the muck transferring trolley (13) is driven to synchronously move by the movement of the muck excavating and removing device, and the muck excavating and removing device continuously guides the muck of the top pipe (6) into the muck transferring trolley (13) through the muck guide cylinder (4) in the operation and movement process; gravity-feed tank truck (13) is controlled through response gravity to gravity-feed tank truck (18), the dregs in dress dregs car fill (15) load to setting for weight, can trigger opening of gravity-feed tank truck (18), gravity-feed tank truck (18) are through vehicle controller (19) control dregs transport dolly (13) outside operation, control electro-magnet (33) are closed simultaneously, dregs transport dolly (13) and iron system roof pressure board (11) separation, it also stops work to excavate motor (1) simultaneously, wait for next dregs transport dolly (13) and dig except that dregs device butt joint continue to excavate and ship dregs, clear away the dregs in push pipe (6) until.
2. The method for removing the slag in the pipeline for the municipal building construction according to claim 1, wherein in the step 3, as the depth of the slag in the top pipe (6) is excavated during the transportation of the slag transferring trolley (13), the number of the slag transferring trolleys (13) is increased continuously, when the slag transferring trolley (13) without the slag is moved into the pipeline and the slag transferring trolley (13) without the slag is moved out of the pipeline, the inward moved slag transferring trolley (13) climbs up the stacking plate (27) through the outer end stacking ramp (26) on the other trolley and then falls down onto the front end of the inner end stacking ramp (28) toward the front motor hub (16), due to the instant blocking effect of the blocking riser (32) on the inner end stacking ramp (28), due to the gravity effect of the downward inclination of the slag transferring trolley (13), dregs transfer dolly (13) can stimulate interior end and fold car swash plate (28) and take out from spout (29), the inner after taking out folds car swash plate (28) because the limiting displacement of limiting plate can the downward sloping, thereby dregs transfer dolly (13) can be smoothly through interior end and fold car swash plate (28) whereabouts in push pipe (6), the effort that interior end folded car swash plate (28) rethread return spring (31) contracts back to spout (29) in, two dregs transfer dolly (13) are accomplished and are met the wrong car, then continue the operation separately.
3. The method for removing the dregs in the pipelines in the municipal building construction according to claim 1, wherein the conveying cylinder supporting block (5) is of an annular structure made of rubber, the inner end face of the conveying cylinder supporting block (5) is vertical, and the outer end face of the conveying cylinder supporting block (5) inclines outwards, so that the lower part of the conveying cylinder supporting block (5) is heavier than the upper part, and the conveying cylinder supporting block (5) ensures that the dregs guide cylinder (4) is positioned at the top of the top pipe (6) through the action of gravity.
4. The method for removing the slag in the pipeline for the municipal building construction according to claim 1, wherein the conveying cylinder supporting block (5) is of a ring structure made of rubber, the inner end surface and the outer end surface of the conveying cylinder supporting block (5) are vertical, and a configuration block is filled at the lower part of the conveying cylinder supporting block (5), so that the lower part of the conveying cylinder supporting block (5) is heavier than the upper part, and the conveying cylinder supporting block (5) ensures that the slag guide cylinder (4) is positioned at the top of the top pipe (6) through the action of gravity.
5. The method for removing the dregs in the pipelines for municipal building construction according to claim 1, characterized in that the inner end of the dregs conveying cylinder (3) is provided with a bell mouth (34) for facilitating the entering of the dregs into the cylinder.
6. The method for removing the dregs in the pipelines in the municipal building construction according to claim 1, wherein a remote controller (35) is further arranged, the remote controller (35) is wirelessly connected with the vehicle controller (19), and the operation of the dregs transferring trolley (13) can be remotely controlled through the remote controller (35).
7. The method for removing the slag soil in the pipeline for the municipal building construction according to claim 1, wherein lifting shackles (36) are arranged at two ends of the slag loading hopper (15).
8. The method for removing the dregs in the pipeline for the municipal building construction according to claim 1, wherein the distance between the outer annular surface of the dregs excavating screw blade (8) and the inner wall of the top pipe (6) is 0-15 mm.
9. The method for removing the dregs in the pipeline for the municipal building construction according to claim 1, wherein a sliding shaft stopper (39) is arranged in the chute (29), and when the inner end folded vehicle sloping plate (28) is retracted into the chute (29) under the pulling force of the return spring (31), the sliding shaft stopper stops the sliding shaft (30), so that the inner end folded vehicle sloping plate (28) cannot be fully retracted into the chute (29), and the lower end of the inner end folded vehicle sloping plate (28) is kept flush with the front end of the frame (14).
10. The method for removing the dregs in the pipelines in the municipal building construction according to claim 1, wherein the plurality of dregs transfer trolleys (13) are further provided with cameras (37) and illuminating lamps (38), and the cameras (37) and the illuminating lamps (38) are respectively in control connection with the vehicle controller (19).
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| CN108517909A (en) * | 2018-03-22 | 2018-09-11 | 成都中机盈科科技有限公司 | For the automatic movement system of dregs and method after artificial push pipe |
| CN108517910A (en) * | 2018-03-22 | 2018-09-11 | 成都中机盈科科技有限公司 | Dregs transfer device and method in pipe after the municipal and environment-friendly construction artificial push pipe in underground |
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