CN106542283A - A kind of construction material track conveying device and using method for being adapted to talus side slope - Google Patents

A kind of construction material track conveying device and using method for being adapted to talus side slope Download PDF

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Publication number
CN106542283A
CN106542283A CN201611051154.9A CN201611051154A CN106542283A CN 106542283 A CN106542283 A CN 106542283A CN 201611051154 A CN201611051154 A CN 201611051154A CN 106542283 A CN106542283 A CN 106542283A
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China
Prior art keywords
track
pull rope
construction material
feeding trolley
talus
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CN201611051154.9A
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CN106542283B (en
Inventor
杨敏
邓清禄
金发良
汤波
李静雅
朱大鹏
李龙
李勇
赵壁
杨志国
鲍雪银
宋敏州
霍宏杰
曲宏略
宋宏坤
刘纲
李晨
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Shenyang Railway Survey Design Consulting Co Ltd
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Shenyang Railway Survey Design Consulting Co Ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65GTRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
    • B65G35/00Mechanical conveyors not otherwise provided for

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)

Abstract

The present invention relates to a kind of construction material track conveying device and using method for being adapted to talus side slope, including hoist engine operation device, feeding track device, three part of feeding trolley composition, by operating the controller in windlass device, make motor and change speed gear box and drive hoist engine cylinder to rotate with certain speed, pull rope motion, pull rope is driven to drive feeding trolley to move on feeding track device.Feeding track device is mainly made up of track, sleeper, sleeve, support rod member and five part of fixed pulley.Charging carriage car lower limb adopts fluid pressure type retractable vehicle lower limb, foreleg to adopt anti-retrogression straight wheel.It is high that the invention can improve existing rail set cost, flatness requirement is high, in material conveying trolley, construction material easily spills, pull rope ruptures the shortcomings of causing dolly to glide suddenly, with dismounting and easy to operate, cost it is low, practical, can prevent pull rope suddenly fracture causes sliding after dolly the features such as, it is adaptable to the rail transport of construction material in talus side slope.

Description

A kind of construction material track conveying device and using method for being adapted to talus side slope
Technical field
The present invention relates to a kind of construction material track conveying device and using method for being adapted to talus side slope, belongs to building Material track conveying device, the construction material rail transport being adapted in the range of talus side slope.
Background technology
Talus side slope belongs to a kind of special bad geological phenomenon, is made up of rock fragment not of uniform size, chip Geologic body, as rock fragment stacks disorderly and unsystematic, talus side slope surface convex-concave rises and falls, and is highly detrimental to construction material in talus Transport in side slope.When exploratory shaft sinking being carried out or building structures in talus side slope postmedian, need sand, stone, concrete, reinforcing bar, steel The construction materials such as mould.Traditional construction material transport adopts a dead lift, takes time and effort, inefficiency.With mechanization degree Further popularize, the superiority by rail transport construction material with saving financial resources, material resources finds full expression.Existing rail It is applied to industrial premises or smooth location more road conveying arrangement, but is frequently encountered in civil engineering practical application concavo-convex Uneven side slope, especially by the talus side slope body based on block stone, needs to build roadbed existing rail set, to track bed more Flatness requirement it is high, orbital weight is big, high with cost, installs inconvenient with dismounting and the shortcomings of waste time and energy, is not suitable for The construction material rail transport of talus side slope is used.
The content of the invention
The invention mainly solves the technical problem of providing a kind of construction material rail transport dress for being adapted to talus side slope Put, existing rail set cost height can be improved, construction material easily spills in material conveying trolley, pull rope fracture suddenly causes little The shortcomings of car glides, with dismounting and easy to operate, cost it is low, practical, can effective protection pull rope, and can prevent The features such as pull rope fracture suddenly is slided after causing dolly, it is adaptable to the transport of construction material in talus side slope.
The present invention seeks to be achieved through the following technical solutions:A kind of construction material track fortune for being adapted to talus side slope Defeated device, it is characterised in that:Including hoist engine operation device, feeding track device, three part of feeding trolley.The hoist engine dress Put and be manipulated by device, make motor and change speed gear box and drive hoist engine cylinder to turn clockwise or counterclockwise with certain speed Dynamic, cylinder is rotated and drives pull rope motion, and pull rope drives feeding trolley to be moved upwardly or downwardly on feeding track device.
Described hoist engine operation device is made up of controller, change speed gear box, motor, cylinder, five part of cushion cap.Described Cylinder and motor are fixed on cushion cap, and cushion cap is with bolts with ground, make cushion cap and cylinder and motor firmly solid Determine on the ground.Described controller not only can adjust the transport up and down of feeding trolley, and can be according to actually sending Material weight and site condition select the gear of different capacity, so as to control feeding trolley travelling speed.Send out under control of the controller Motivation starts quick operation, drives elevator machine cylinder to rotate clockwise or counterclockwise with certain speed, drive after change speed gear box The pull rope motion wound on cylinder, is moved upwardly or downwardly in feeding track device so as to draw feeding trolley.
The feeding track device is mainly made up of track, sleeper, sleeve, support rod member and five part of fixed pulley.Institute State track and adopt channel-section steel, the crossbeam in the middle of two groove steel rails is steel pipe, with track welding, the spacing of crossbeam and the spacing of track Of substantially equal, the crossbeam of two groove steel rail terminations is channel-section steel, with track welding.In order to convenient disassembly and raising track are used Track can be divided into some sections by efficiency, often save with bolts between track.The sleeper connects according to two adjacent sections track Place's height from the ground determines diameter, is carved with groove according to pull rope movement locus above sleeper, and sleeper is layed in track Ground or it is held on the reinforcing bar parallel to track below junction.The crossbeam divides into sleeve, and pull rope is in sleeve and rests the head on Move on groove on wood, effectively prevent pull rope from dropping on talus side slope surface, it is to avoid with hard sillar friction, to cause to lead Messenger is damaged, so as to improve the reliability of this conveying arrangement.
When outage is faced in rail connection spends big, the support rod member, the support rod member need to be added there are three types.The A kind of to support rod member to be made up of two Ribbed Bars, in " splayed ", one end and track welding, the other end is fixed in Study on Rock On hard block stone, rod member height is supported to face sky height adjustment according to actual track junction;Second support rod member application Steel in location built on the sand, in order to prevent supporting the downward sliding of rod member, in " splayed " reinforcing bar bottom welding parallel to crossbeam Muscle;The third supports rod member to apply the location for having relatively large distance from the ground in two section rail connections, in " splayed " reinforcing bar The reinforcing bar parallel to track has been welded in middle and upper part, and sleeper is shelved on reinforcing bar, prevents from drawing rope sag impact work efficiency.This device Motility is high, convenient disassembly, and utilization rate is high, and relatively low using the sleeper and support rod member cost, and practicality is stronger.
Described feeding trolley is mainly by charging box, fluid pressure type retractable vehicle lower limb, rear wheel, anti-retrogression front vehicle wheel, up company Connect crossbeam, descending connecting cross beam, longeron, connecting rod, the sleeve with bearing, crotch composition.Charging box is made up of steel plate, and upwards one The steel plate of side can be rotated upwardly and downwardly, and be easy to discharging.Described feeding trolley has 4 fluid pressure type retractable vehicle lower limbs, to prevent charging box The hard sillar of talus side slope surface is collided during uplink and downlink, increases the stability in the large of feeding trolley, front-seat fluid pressure type is stretched Contracting car lower limb is connected using up connecting cross beam, and heel row fluid pressure type retractable vehicle lower limb is connected using descending connecting cross beam, front-seat fluid pressure type Retractable vehicle lower limb is connected using longeron with heel row fluid pressure type retractable vehicle lower limb.Fluid pressure type retractable vehicle lower limb can be stretched according to different gradient Contracting is adjusted, and ensures that dolly charging box keeps level in way is transported, and is reduced construction material in dolly and is spilt.Up connecting cross beam and Groove is provided with descending connecting cross beam, is easy to bundle pull rope.The sleeve with bearing is provided with the outside of up connecting cross beam, is covered Connecting rod of the cylinder external welding with crotch, connecting rod are located on pull rope.When pull rope normal work, in pull rope tension The lower connecting rod with crotch of power effect is lifted;Once traction fracture of rope, under connecting rod action of gravity, crotch will be hooked in horizontal stroke Liang Shang, prevents feeding trolley from falling back.
Described anti-retrogression front vehicle wheel, by bearing, ratchet) ratchet, anti-retrogression operation knob, back-moving spring, brake cable, fixation The parts such as bolt are constituted, and ratchet is separately fixed on bearing, and, by brake cable band pawl, ratchet is embedded or separates spine for back-moving spring Wheel, forms ratchet and pawl arrangement.Before upward slope, anti-retrogression operation knob is rotated counterclockwise, back-moving spring unclamps, and pawl-and-gearing is embedding It is interlocked, bearing and ratchet can be rotated clockwise, and can not rotate counterclockwise, and prevent anti-retrogression front vehicle wheel in advance process In retreat suddenly.Before descending, anti-retrogression operation knob is rotated clockwise, back-moving spring is tensed, the embedding disengagement of pawl-and-gearing, bearing Can rotate clockwise with ratchet, can rotate counterclockwise again, anti-retrogression front vehicle wheel can be moved upwards, can also move downward.It is fixed Bolt is fixed on fluid pressure type retractable vehicle lower limb through ratchet, for determining pawl rotation scope.
A kind of installation method of the construction material track conveying device for being adapted to talus side slope, comprises the steps:
S1:Reconnaissance trip is carried out to talus side slope and haul destination, from economy and security standpoint, hoist engine is determined The installation site of operation device.
S2:Unwrapping wire is carried out, the installation baseline and absolute altitude of track is determined.
S3:According to topography and geomorphology, geology and orbital weight situation, the reasonable length of single-unit track is determined.
S4:Smooth, the square cushion cap of casting concrete is carried out to hoist engine operation device position place, will be held with bolt Platform is closely coupled with ground, and simple shed is built on cushion cap.
S5:Distribution box is hung with the wall of builder's temporary shed side, distribution adopts insulated copper-core cable.
S6:On cushion cap, channel-section steel is cut into into the length of single-unit track, two channel-section steels (longeron) are parallel to each other, two grooves Being welded to connect using steel pipe (crossbeam), the spacing of steel pipe (crossbeam) and the basic phase of spacing of channel-section steel (longeron) between steel (longeron) Deng, and in steel pipe near the sleeve that domatic side weld diameter is 2cm, longeron termination is welded using channel-section steel (crossbeam), and in advance Bolt connecting hole is left, final molding is single-unit track.
S7:The material heavy, timber of the approximate cylinder of compact structure firmly is selected as sleeper, timber to be cut into pieces, often Segment length is more than track width about 5~10cm, and the groove of deep about 1cm or so is carved with timber.
S8:Single-unit track, connecting bolt and sleeper are carried to into relevant position along baseline, are put successively.
S9:Motor, change speed gear box, cylinder etc. are positioned over into cushion cap relevant position, and are installed successively.
S10:Single-unit track is installed successively along domatic datum line, it is with bolts between single-unit track, connect in track Place sleeper in place.Outage degree faced according to rail connection, support rod member can be increased.
S11:Fixed pulley is arranged on into the final position of rail transport.
S12:The pull rope being wrapped on cylinder is sequentially passed through after sleeper groove, crossbeam lower sleeve, fixed pulley, is finally twined It is wound on cylinder.
S13:Feeding trolley is arranged on feeding track device, pull rope is passed through from below the connecting rod with crotch, And connect little car crossbeam and pull rope with steel strand wires.
In step S10, when outage degree < 15cm are faced in rail connection, sleeper can be placed directly within rail connection Lower section, need not be using rod member be supported, when outage degree > 15cm are faced in rail connection, if ground firmly, supports rod member by two bands 25 reinforcing bars of rib Φ are constituted, in " splayed ".If ground is insecure, in " splayed " reinforcing bar bottom welding parallel to crossbeam Reinforcing bar;When outage degree > 40cm are faced in rail connection, the reinforcing bar parallel to track has been welded in " splayed " reinforcing bar middle and upper part, Sleeper is shelved on reinforcing bar.
A kind of using method of the construction material track conveying device for being adapted to talus side slope comprises the steps:
S14:Safety inspection:The total lock switch cut out in distribution box, carries out all-position safety inspection, mainly leads including inspection Draw steel cable and whether reliable be connected with feeding trolley, whether pull rope has major injury.
S15:Adjust feeding trolley hydraulic formula retractable vehicle lower limb:According to the projection situation of talus side slope sillar in track-bound and The gradient of track, adjusts feeding trolley hydraulic formula retractable vehicle lower limb, allows feeding trolley hopper to remain level.
S16:Load construction material in dolly.Before upward slope, feeding trolley is disposed adjacent to into the track of cushion cap, is rotated counterclockwise Anti-retrogression operation knob is put into construction material (such as sand, stone, concrete, reinforcing bar, punching block etc.) in feeding trolley to A shelves.
S17:Determine controller gear, feeding trolley is moved upwards along track.The total lock switch in distribution box is opened, in volume Raise in the controller of machine operation device, according to domatic site condition, select " level land " or " gentle slope " or " abrupt slope " gear, press " advance " button, on button, display lamp reddens, and feeding trolley is moved upwards along track under the drive of pull rope, reaches discharging Behind place, " advance " button is pressed again, display lamp is dimmed on button, dolly stop motion.
S18:Lay down construction material.The movable steel plate of dolly side upwards is opened, construction material is laid down.
S19:The anti-retrogression operation knob on feeding trolley hydraulic formula retractable vehicle lower limb is rotated clockwise to B shelves.
S20:Determine controller gear, feeding trolley is moved downward along track.After unsnatching construction material, press " retrogressing " to press Button, on button, display lamp reddens, and feeding trolley is moved downward along track under the drive of pull rope, after reaching charging place, then Secondary to press " retrogressing " button, on button, display lamp is dimmed, dolly stop motion.
S21:Repetitive operation step S16~S20, you can complete building materials transport next time.
In step S16, anti-retrogression operation knob is rotated counterclockwise to A shelves, back-moving spring unclamps, pawl-and-gearing It is embedding to be interlocked, dolly can be prevented rear suddenly sliding during advance.In step S19, anti-retrogression operation is rotated clockwise Knob is tensed to B shelves, back-moving spring, and the embedding disengagement of pawl-and-gearing, dolly can be moved downward along track.By step S15, Prevent from and reduce feeding trolley hopper sillar and construction material of impact tab during haul outwards to shed with this.In step In rapid S17, if the domatic gradient of talus<8 °, select " level land " gear;If the domatic gradient of talus is 8 °~25 °, " gentle slope " shelves are selected Position;If the domatic gradient of talus is>25 °, select " abrupt slope " gear.In the step s 21, after completing same day transport task, closing is matched somebody with somebody Total lock switch in electronic box.
Beneficial effects of the present invention:The present invention adopts such scheme, can improve existing rail set cost height, flatness Have high demands, in material conveying trolley, construction material easily spills, pull rope ruptures the shortcomings of causing dolly to glide suddenly, with dismounting and behaviour Work is convenient, cost is low, practical, energy effective protection pull rope, and after preventing the unexpected fracture of pull rope from causing dolly Sliding the features such as, it is adaptable to the rail transport of construction material in talus side slope.
Description of the drawings
Fig. 1 is the side view of hoist engine operation device in the present invention.
Fig. 2 is the side view of feeding track device in the present invention.
Fig. 3 is the side view of feeding trolley in the present invention.
Front views of the Fig. 4 for single-unit rail set.
Fig. 5 is the front view for supporting rod member.
Fig. 6 is the side view of sleeper and groove.
Fig. 7 is the side view of crossbeam and sleeve relation.
Front views of the Fig. 8 for feeding trolley.
Side views of the Fig. 9 for anti-retrogression front vehicle wheel.
Front views of the Figure 10 for anti-retrogression front vehicle wheel.
Wherein:1-hoist engine operation device;2-change speed gear box;3-feeding trolley;4-pull rope;5-motor;6— Cylinder;7-controller;8-rail connection;9-sleeper;10-support rod member;11-track;12-simple shed;13— Crossbeam;14-steel plate;15-bolt connection;16-groove;17-parallel to the reinforcing bar of crossbeam;18-charging box;19-hydraulic pressure Formula retractable vehicle lower limb;20-rear wheel;21-longeron;22-fixed pulley;23-sleeve;24-anti-retrogression front vehicle wheel;25-ratchet; 26-ratchet;27-anti-retrogression operation knob;28-back-moving spring;29-brake cable;30-parallel to the reinforcing bar of track;31-hold Platform;32-bolt;33-up connecting cross beam;34-descending connecting cross beam;35-bearing;36-fixing bolt;37-feeding Rail set;38-crossbeam;39-distribution box;40-connecting rod;41-the sleeve with bearing;42-crotch.
Specific embodiment
The principle and feature of the present invention are described below in conjunction with accompanying drawing, example is served only for explaining the present invention, and It is non-for limiting the scope of the present invention.
Talus side slope belongs to a kind of special bad geological phenomenon, is made up of rock fragment not of uniform size, chip Geologic body, as rock fragment stacks disorderly and unsystematic, talus side slope surface convex-concave rises and falls, and is highly detrimental to construction material in talus Transport in side slope.
When exploratory shaft sinking being carried out or building structures in talus side slope postmedian, need sand, stone, concrete, reinforcing bar, punching block etc. Construction material.Traditional construction material transport adopts a dead lift, takes time and effort, inefficiency.As mechanization degree enters one Step popularization, the superiority by rail transport construction material with saving financial resources, material resources find full expression.
Being applied to industrial premises or smooth location existing track conveying device more, but in civil engineering practical application In be frequently encountered rough side slope, especially by the talus side slope body based on block stone, needing to repair existing rail set more Road construction base, high to the flatness requirement of track bed, orbital weight is big, high with cost, installs inconvenient and time-consuming with dismounting Laborious the shortcomings of, the construction material rail transport for being not suitable for talus side slope, use.
The invention discloses a kind of construction material track conveying device and using method for being adapted to talus side slope, such as Fig. 1- Shown in 10.
Embodiment 1:
In the present embodiment, surveyed and drawn by the great Qian Shi ridges tunnel entrance talus side slope to Liaoning field Huan railway inside the province, Obtain the topography and landform character of talus, i.e. tunnel entrance talus side slope and be located at elegant river left bank, NE30 ° of slope slope aspect, along upward slope The direction gradient slightly rises and falls, overall to change between 26-38 °, toe absolute elevation 410m or so.
In the present embodiment, it is the talus regularity of distribution for further investigating thoroughly field Huan railway great Qian Shi ridges tunnel entrance rock side slope, The deep prospect pits of some 30~40m of depth are excavated on talus, to guarantee prospect pit wellbore stability, need to be done at retaining wall on the prospect pit borehole wall Reason, retaining wall by reinforcing bar and coagulation local soil type into.Due to talus side slope surface it is rough and uneven in surface, if the construction material such as a dead lift concrete Take time and effort, and inefficiency, then the construction materials such as concrete, reinforcing bar, punching block are carried using the present invention.
A kind of construction material track conveying device suitable for talus side slope of the present invention, including hoist engine operation device 1, give Material rail set 37,3 three part of feeding trolley composition.The windlass device is manipulated by device 7, makes motor 5 and becomes Fast case 2 drives hoist engine cylinder 6 to rotate clockwise or counterclockwise with certain speed, and cylinder is rotated and drives pull rope 4 to move, and is led Messenger 4 drives feeding trolley 3 to be moved upwardly or downwardly on feeding track device 37.
Preferably, in the present embodiment, hoist engine operation device 1 is by controller 7, change speed gear box 2, motor 5, cylinder 6, cushion cap 31 5 parts constitute.Described cylinder 6 and motor 5 are fixed on cushion cap 31, and cushion cap 31 is connected using bolt 32 with ground, is made Cushion cap 31 and cylinder 6 and motor 5 are securely fixed on the ground.
Preferably, in the present embodiment, controller 7 not only can adjust the transport up and down of feeding trolley 3, Er Qieke The button and gear of different capacity are selected according to actual feeding weight and site condition, so as to control 3 travelling speed of feeding trolley.
Total " advance " and " retroversion " two buttons of the controller gear of hoist engine operation device, " level land ", " gentle slope " and " abrupt slope " three kinds of gears, select the button and gear of different capacity according to actual feeding weight and site condition, so as to control to send The travelling speed of trolley.
In the present embodiment, it is preferable that the square cushion cap of concrete can double as track formation work platformses, dimension of platform is abundant Consider the size of track, be advisable with 3m × 3m.
Preferably, in the present embodiment, feeding track device 37 is main by track 11, sleeper 9, sleeve 23, support rod member 10 And 22 5 part of fixed pulley composition.
Preferably, in the present embodiment, for rain and sun, simple shed 12 has been built on cushion cap 31.
Preferably, in the present embodiment, track 11 adopts 8# channel-section steels, two groove steel rail spacing 45cm.Two groove steel rails Middle isSteel pipe, is spaced about 50cm, welds with track 11, and the crossbeam 38 at two groove steel rail two ends is 8# channel-section steels, Weld with track 11.
Preferably, in the present embodiment, toe has simply-built highway to reach at tunnel entrance (absolute elevation 432m), is to improve work Make efficiency, the square cushion cap of concrete is arranged on the left of tunnel entrance, 3# prospect pit inlet heights 504m are entered from cushion cap position to prospect pit Mouthful between domatic length be 139m, track overall length be slightly longer than domatic length.In order to convenient disassembly and raising track are using effect Track can be divided into 70 sections by rate, often save the long 2m of track, and track overall length 140m is connected using bolt 15 between track.
Preferably, in the present embodiment, height of the sleeper 9 according to two adjacent sections rail connection from the ground determines that diameter is big Little, about 13 size of steel pipe crossbeam is carved with the deep grooves 16 of 1cm or so, sleeper 9 according to 4 movement locus of pull rope above sleeper It is layed in 8 lower section ground of rail connection or is held on the reinforcing bar 30 parallel to track.
Preferably, in the present embodiment, pull rope 4 adopts steel strand wires material.
Preferably, in the present embodiment, when outage degree > 15cm and firm ground are faced in rail connection, support bar need to be added Part, supports rod member to be made up of two 25 reinforcing bars of Φ with ribbing, and in " splayed ", one end and track welding, the other end is fixed on talus On block stone hard in body.
Preferably, in the present embodiment, when support rod member it is basic insecure when, to prevent from supporting the downward sliding of rod member, The reinforcing bar of " splayed " reinforcing bar bottom welding parallel to crossbeam;
Preferably, in the present embodiment, when outage degree > 40cm are faced in rail connection, weld in " splayed " reinforcing bar middle and upper part The reinforcing bar parallel to track is connect, sleeper on reinforcing bar, has been shelved, can both have been prevented from drawing rope sag, can have been increased again and support the whole of rod member Body stability.
Preferably, in the present embodiment, feeding trolley 3 it is main by charging box 18, fluid pressure type retractable vehicle lower limb 19, rear wheel 20, Anti-retrogression front vehicle wheel 24, up connecting cross beam 33, descending connecting cross beam 34, longeron 40 are constituted.Charging box 18 is made up of steel plate, long Wide height respectively may be about 70cm, 60cm, 30cm, specifically can be adjusted according to building site actual demand, and the steel plate 14 of side can be upper and lower upwards Rotate, be easy to discharging.
Preferably, in the present embodiment, feeding trolley 3 has 4 fluid pressure type retractable vehicle lower limbs 19, can be according to different gradient to liquid Pressure type retractable vehicle lower limb 19 carries out telescopic adjustment, reaches the holding level in way is transported of dolly charging box 18, reduces building in dolly Material spills.
Preferably, in the present embodiment, anti-retrogression front vehicle wheel 24 is by bearing 35, ratchet 25, ratchet 26, anti-retrogression operation knob 27th, the part such as back-moving spring 28, brake cable 29, fixing bolt 36 composition, ratchet 25 are separately fixed on bearing 35, back-moving spring 28 By brake cable 29 with pawl 26, ratchet is embedded or separates ratchet 25, forms ratchet and pawl arrangement.
Preferably, in the present embodiment, before upward slope, anti-retrogression operation knob 27 is rotated counterclockwise, back-moving spring 28 unclamps, spine Pawl and ratchet is embedding is interlocked, bearing 35 and ratchet 25 can be rotated clockwise, and can not rotate counterclockwise, before preventing anti-retrogression Wheel 24 is retreated during advance suddenly.
Preferably, in the present embodiment, before descending, anti-retrogression operation knob 27 is rotated clockwise, back-moving spring 28 is tensed, spine Pawl and the embedding disengagement of ratchet, bearing 35 and ratchet 25 can be rotated clockwise, and can rotate counterclockwise again, and anti-retrogression front vehicle wheel 24 can be to Upper motion, can also move downward.Fixing bolt 36 is fixed on fluid pressure type retractable vehicle lower limb 19, for determining ratchet through ratchet 26 26 slewing areas.
Preferably, in the present embodiment, be the ability for strengthening anti-retrogression of the present invention, band be provided with the outside of up connecting cross beam 33 The sleeve 41 of bearing, connecting rod 40 of 41 external welding of sleeve with crotch 42, connecting rod 40 are located on pull rope 4.Work as traction During 4 normal work of restricting, under the effect of 4 drawing tension of pull rope, the connecting rod 40 with crotch 42 is lifted;Once pull rope 4 breaks Split, under 40 action of gravity of connecting rod, crotch 42 will be hooked on crossbeam 13, further prevent feeding trolley 3 from falling back.
Preferably, in the present embodiment, crotch 42 and connecting rod 40 are made with the steel with larger weight and higher-strength.
Embodiment 2:
In the present embodiment, by taking Liaoning inside the province the great Qian Shi ridges tunnel entrance talus side slope of field Huan railway as an example, one is disclosed Plant the using method of the construction material track conveying device for being adapted to talus side slope, including following installation steps:
S1:Reconnaissance trip is carried out to talus side slope and haul destination, from economy and security standpoint, hoist engine is determined The position of operation device.
S2:Unwrapping wire is carried out, the installation baseline and absolute altitude of track is determined, orbital direction should meet relevant national standard.
S3:According to topography and geomorphology, geology and orbital weight situation, determine that the reasonable length of single-unit track is 2m.
S4:Smooth, the square cushion cap of casting concrete, the height above sea level of cushion cap are carried out to hoist engine operation device position place Elevation is 432m, cushion cap is closely coupled with ground with bolt, and simple shed is built on cushion cap.The square cushion cap of concrete can be simultaneous Make track formation work platformses,
S5:Distribution box 39 is hung with the wall of builder's temporary shed side, distribution adopts insulated copper-core cable.
S6:On cushion cap, 8# channel-section steels are cut into into the length of single-unit track, two channel-section steels (longeron) are parallel to each other, spacing About 45cm, adopts between two channel-section steels (longeron)Being welded to connect for steel pipe (crossbeam), is spaced about 50cm, and leans in steel pipe Sleeve of the nearly domatic side weld diameter for 2cm, longeron two ends are welded using 8# channel-section steels (crossbeam), and are reserved with bolt connection Hole, final molding are single-unit track.
S7:The material heavy, timber of the approximate cylinder of compact structure firmly is selected as sleeper, timber to be cut into pieces, often Segment length is more than track width about 10cm, and width 1.5cm, the groove of deep 1cm are carved on timber.In track installation, sleeper Groove direction is upwards.
S8:Single-unit track, connecting bolt and sleeper are carried to into relevant position along baseline, are put successively, until 3# prospect pits Near import, i.e., absolute elevation is about at 504m.
S9:Motor, change speed gear box, cylinder etc. are positioned over into cushion cap relevant position, and are installed successively.
S10:70 section tracks are installed successively along domatic datum line, it is with bolts between single-unit track, connect in track Place sleeper in place.Outage degree faced according to rail connection, support rod member can be increased.
S11:Fixed pulley is arranged on into the final position of rail transport.
S12:The pull rope being wrapped on cylinder is sequentially passed through after sleeper groove, crossbeam lower sleeve, fixed pulley, is finally twined It is wound on cylinder.
S13:Feeding trolley is arranged on feeding track device, pull rope is passed through from below the connecting rod with crotch, And connect little car crossbeam and pull rope with steel strand wires.
Embodiment 3:
In the present embodiment, a kind of using method of the construction material track conveying device for being adapted to talus side slope is disclosed, Including step used below:
S14:Safety inspection:The total lock switch cut out in distribution box, carries out all-position safety inspection, mainly leads including inspection Draw steel cable and whether reliable be connected with feeding trolley, whether pull rope has major injury.
S15:Adjust feeding trolley hydraulic formula retractable vehicle lower limb:According to the projection situation of talus side slope sillar in track-bound and The gradient of track, adjusts feeding trolley hydraulic formula retractable vehicle lower limb, allows feeding trolley hopper to remain level.Prevented with this and Reduce feeding trolley hopper sillar and construction material of impact tab during haul outwards to shed.
S16:Load construction material in dolly.Before upward slope, feeding trolley is disposed adjacent to into the track of cushion cap, is rotated counterclockwise Anti-retrogression operation knob is unclamped to A shelves, back-moving spring, and pawl-and-gearing is embedding to be interlocked, and can prevent dolly in advance process In suddenly after it is sliding, construction material (such as sand, stone, concrete, reinforcing bar, punching block etc.) is put in feeding trolley.
S17:Determine controller gear, feeding trolley is moved upwards along track.The total lock switch in distribution box is opened, in volume Raise in the controller of machine operation device, according to domatic site condition, select " level land " or " gentle slope " or " abrupt slope " gear, if talus The domatic gradient<8 °, select " level land " gear;If the domatic gradient of talus is 8 °~25 °, " gentle slope " gear is selected;If talus is domatic The gradient is>25 °, select " abrupt slope " gear." advance " button is pressed, display lamp reddens on button, and feeding trolley is in pull rope Under drive, moved along track upwards, after reaching discharging place, press " advance " button again, display lamp is dimmed on button, dolly Stop motion.
S18:Lay down construction material.The movable steel plate of dolly side upwards is opened, construction material is laid down.
S19:The anti-retrogression operation knob on feeding trolley hydraulic formula retractable vehicle lower limb is rotated clockwise to B shelves.Back-moving spring Tense, the embedding disengagement of pawl-and-gearing, dolly can be moved downward along track.
S20:Determine controller gear, feeding trolley is moved downward along track.After unsnatching construction material, press " retrogressing " to press Button, on button, display lamp reddens, and feeding trolley is moved downward along track under the drive of pull rope, after reaching charging place, then Secondary to press " retrogressing " button, on button, display lamp is dimmed, dolly stop motion.
S21:Repetitive operation step S16~S20, you can complete building materials transport next time.After completing same day transport task, close The total lock switch closed in distribution box.
The foregoing is only presently preferred embodiments of the present invention, not to limit the present invention, all spirit in the present invention and Within principle, any modification, equivalent substitution and improvements made etc. should be included within the scope of the present invention.

Claims (10)

1. a kind of construction material track conveying device for being adapted to talus side slope, it is characterised in that:Including hoist engine operation device (1), feeding track device (37), (3) three part of feeding trolley;The windlass device is manipulated by device (7), makes electronic Machine (5) and change speed gear box (2) drive hoist engine cylinder (6) to rotate clockwise or counterclockwise with certain speed, and cylinder is rotated and driven Pull rope (4) is moved, and pull rope (4) drives feeding trolley (3) to be moved upwardly or downwardly on feeding track device (37).
2. a kind of construction material track conveying device for being adapted to talus side slope according to claim 1, it is characterised in that: Hoist engine operation device (1) is made up of controller (7), change speed gear box (2), motor (5), cylinder (6), (31) five part of cushion cap; Described cylinder (6) and motor (5) are fixed on cushion cap (31), and cushion cap (31) is connected by bolt (32) with ground, makes to hold Platform (31) and cylinder (6) and motor (5) are securely fixed on the ground;Described controller (7) can adjust feeding trolley (3) the direction of motion and travelling speed;Under controller (7) control, electromotor (5) starts quick operation, by change speed gear box (2) Drive elevator machine cylinder (6) to rotate clockwise or counterclockwise with certain speed afterwards, drive pull rope (4) fortune wound on cylinder It is dynamic, it is moved upwardly or downwardly in feeding track device (37) so as to draw feeding trolley (3).
3. a kind of construction material track conveying device for being adapted to talus side slope according to claim 1 and 2, its feature exist In:The feeding track device (37) is main by track (11), sleeper (9), sleeve (23), support rod member (10) and fixed pulley (22) five parts constitute;The track (11) adopts channel-section steel, and the crossbeam (13) in the middle of two groove steel rails is steel pipe, with track (11) weld, the spacing of crossbeam (13) is equal with the spacing of track (11), and the crossbeam (38) of two groove steel rail terminations is channel-section steel, Weld with track (11);Described track is divided into some sections, often saves;The sleeper (9) Height of the diameter with two adjacent sections rail connection from the ground be adapted, according to pull rope (4) motion rail above sleeper Mark is carved with groove (16), and sleeper (9) is layed in ground below rail connection (8) or is held on reinforcing bar (30) parallel to track On;The crossbeam (13) divides into sleeve (23), and pull rope (4) is moved on the groove (16) in sleeve (23) and on sleeper (9).
4. a kind of construction material track conveying device for being adapted to talus side slope according to claim 3, it is characterised in that: Support rod member (10) is provided with, support rod member (10) is divided into three types:The first supports rod member by two Ribbed Bar groups Into in " splayed ", one end and track welding, the other end is fixed on hard block stone in Study on Rock, supports rod member (10) high Degree faces sky height adjustment according to actual track junction;Rod member is supported for second to be have flat in " splayed " reinforcing bar bottom welding Row is in the reinforcing bar (17) of crossbeam;It is to be welded with the reinforcing bar parallel to track in " splayed " reinforcing bar middle and upper part that the third supports rod member (30), sleeper (9) is shelved on reinforcing bar (30), prevent pull rope (4) sagging.
5. a kind of construction material track conveying device for being adapted to talus side slope according to claims 1, its feature exist In:Described feeding trolley (3) is main by charging box (18), fluid pressure type retractable vehicle lower limb (19), rear wheel (20), anti-retrogression front truck Wheel (24), up connecting cross beam (33), descending connecting cross beam (34), longeron (21), connecting rod (40), the sleeve with bearing (41), crotch (42) composition;Charging box (18) is made up of steel plate, and the steel plate (14) of side can be rotated upwardly and downwardly upwards;Described send Trolley (3) has 4 fluid pressure types retractable vehicle lower limb (19), and front-seat fluid pressure type retractable vehicle lower limb is connected using up connecting cross beam (33) Connect, heel row fluid pressure type retractable vehicle lower limb is using descending connecting cross beam (34) connection, front-seat fluid pressure type retractable vehicle lower limb and heel row fluid pressure type Retractable vehicle lower limb is connected using longeron (40);Groove is provided with up connecting cross beam (33) and descending connecting cross beam (34);On The sleeve with bearing (41), connecting rod of sleeve (41) external welding with crotch (42) are provided with the outside of row connecting cross beam (33) (40), connecting rod (40) is on pull rope (4);When pull rope (4) normal work, act in pull rope (4) drawing tension Connecting rod (40) with crotch (42) is lifted down;When pull rope (4) ruptures, the crotch under connecting rod (40) action of gravity (42) will hook on crossbeam (13), and prevent feeding trolley (3) from falling back.
6. a kind of construction material track conveying device for being adapted to talus side slope according to claims 5, its feature exist In:Described anti-retrogression front vehicle wheel (24), by bearing (35), ratchet (25), ratchet (26), anti-retrogression operation knob (27), multiple Position spring (28), brake cable (29), fixing bolt (36) composition, ratchet (25) are fixed on bearing (35), and back-moving spring (28) leads to Brake cable (29) band pawl (26) is crossed, ratchet is embedded or separates ratchet (25), forms ratchet and pawl arrangement;Before upward slope, counterclockwise Anti-retrogression operation knob (27) is rotated, back-moving spring (28) unclamps, and pawl-and-gearing is embedding to be interlocked, bearing (35) and ratchet (25) can only rotate clockwise, prevent anti-retrogression front vehicle wheel (24) from retreated during advance suddenly;Before descending, rotate clockwise Anti-retrogression operation knob (27), back-moving spring (28) are tensed, the embedding disengagement of pawl-and-gearing, and bearing (35) and ratchet (25) can be suitable Hour hands are rotated, and can be rotated counterclockwise again, and anti-retrogression front vehicle wheel (24) can be moved upwardly or downwardly;Fixing bolt (36) is through ratchet (26) it is fixed on fluid pressure type retractable vehicle lower limb (19), for limiting ratchet (26) slewing area.
7. a kind of installation method of the construction material track conveying device for being adapted to talus side slope, it is characterised in that including as follows Step:
S1:Reconnaissance trip is carried out to talus side slope and haul destination, from economy and security standpoint, determines that hoist engine is operated The installation site of device;
S2:Unwrapping wire is carried out, the installation baseline and absolute altitude of track is determined;
S3:According to topography and geomorphology, geology and orbital weight situation, the reasonable length of single-unit track is determined;
S4:Smooth, the square cushion cap of casting concrete is carried out to hoist engine operation device position place, with bolt by cushion cap with Ground is closely coupled, and simple shed is built on cushion cap;
S5:Distribution box is hung with the wall of builder's temporary shed side, distribution adopts insulated copper-core cable;
S6:On cushion cap, channel-section steel is cut into into the length of single-unit track, two channel-section steels are arranged in parallel, used as longeron;Two Connected using steel-pipe welding between channel-section steel, steel pipe is used as crossbeam;The spacing of steel pipe is equal with the spacing of channel-section steel, and close in steel pipe Sleeve of the domatic side weld diameter for 2cm, longeron termination using channel-section steel welding, and are reserved with bolt connecting hole, finally into Type is single-unit track;
S7:The material heavy, timber of the approximate cylinder of compact structure firmly is selected as sleeper, timber to be cut into pieces, per segment length Degree is more than track width about 5~10cm, and the groove of deep about 1cm or so is carved with timber;
S8:Single-unit track, connecting bolt and sleeper are carried to into relevant position along baseline, are put successively;
S9:Motor, change speed gear box, cylinder etc. are positioned over into cushion cap relevant position, and are installed successively;
S10:Single-unit track is installed successively along domatic datum line, it is with bolts between single-unit track, put in rail connection Put sleeper;Outage degree faced according to rail connection, support rod member can be increased;
S11:Fixed pulley is arranged on into the final position of rail transport;
S12:The pull rope being wrapped on cylinder is sequentially passed through after sleeper groove, crossbeam lower sleeve, fixed pulley, is finally wound up On cylinder;
S13:Feeding trolley is arranged on feeding track device, pull rope is passed through from below the connecting rod with crotch, is used in combination Steel strand wires connect little car crossbeam and pull rope.
8. the installation side of a kind of construction material track conveying device for being adapted to talus side slope according to claims 7 Sleeper, when outage degree < 15cm are faced in rail connection, can be placed directly within track by method, it is characterised in that in step S10 Below junction, need not using rod member is supported, when outage degree > 15cm are faced in rail connection, if ground is firmly, support rod member by Two 25 reinforcing bars of Φ with ribbing compositions, in " splayed ".If ground is insecure, in " splayed " reinforcing bar bottom welding parallel to The reinforcing bar of crossbeam;When outage degree > 40cm are faced in rail connection, weld parallel to track in " splayed " reinforcing bar middle and upper part Reinforcing bar, sleeper is shelved on reinforcing bar.
9. a kind of using method of the construction material track conveying device for being adapted to talus side slope, it is characterised in that including as follows Step:
S14:Safety inspection:The total lock switch cut out in distribution box 39, carries out all-position safety inspection, main to include checking traction Whether reliable steel cable is connected with feeding trolley, and whether pull rope has major injury;
S15:Adjust feeding trolley hydraulic formula retractable vehicle lower limb:According to the projection situation and track of talus side slope sillar in track-bound The gradient, adjust feeding trolley hydraulic formula retractable vehicle lower limb, allow feeding trolley hopper to remain level;
S16:Load construction material in dolly;Before upward slope, feeding trolley is disposed adjacent to into the track of cushion cap, is rotated counterclockwise anti-down Operation knob is moved back to A shelves, construction material, such as sand, stone, concrete, reinforcing bar, punching block are put in feeding trolley;
S17:Determine controller gear, feeding trolley is moved upwards along track.The total lock switch in distribution box is opened, in hoist engine In the controller of operation device, according to domatic site condition, " level land " or " gentle slope " or " abrupt slope " gear are selected, " advance " is pressed Button, on button, display lamp reddens, and feeding trolley is moved upwards along track under the drive of pull rope, after reaching discharging place, " advance " button is pressed again, display lamp is dimmed on button, dolly stop motion;
S18:Lay down construction material:The movable steel plate of dolly side upwards is opened, construction material is laid down;
S19:The anti-retrogression operation knob on feeding trolley hydraulic formula retractable vehicle lower limb is rotated clockwise to B shelves;
S20:Determine controller gear, feeding trolley is moved downward along track.After unsnatching construction material, " retrogressing " button is pressed, On button, display lamp reddens, and feeding trolley is moved downward along track under the drive of pull rope, after reaching charging place, again " retrogressing " button is pressed, display lamp is dimmed on button, dolly stop motion;
S21:Repetitive operation step S16~S20, you can complete building materials transport next time.
10. the user of a kind of construction material track conveying device for being adapted to talus side slope according to claims 9 Method, it is characterised in that in step S16, rotates counterclockwise anti-retrogression operation knob to A shelves, and back-moving spring unclamps, ratchet It is embedding with ratchet to be interlocked, dolly can be prevented rear suddenly sliding during advance;In step S19, rotate clockwise anti-down Operation knob is moved back to B shelves, back-moving spring is tensed, and the embedding disengagement of pawl-and-gearing, dolly can be moved downward along track;By the step Rapid S15, prevents and reduces feeding trolley hopper sillar and construction material of impact tab during haul and outwards shed;In step In rapid S17, if the domatic gradient of talus<8 °, select " level land " gear;If the domatic gradient of talus is 8 °~25 °, " gentle slope " shelves are selected Position;If the domatic gradient of talus is>25 °, select " abrupt slope " gear;In the step s 21, after completing same day transport task, closing is matched somebody with somebody Total lock switch in electronic box.
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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107842648A (en) * 2017-11-30 2018-03-27 湖北天圜工程有限公司 A kind of long distance pipeline steep slope region stringing mechanism
CN108116945A (en) * 2017-07-14 2018-06-05 广西领测科技有限公司 A kind of power cable device convenient for outdoor operations
CN108116944A (en) * 2017-07-14 2018-06-05 广西领测科技有限公司 A kind of power cable device of outdoor study
CN108842601A (en) * 2018-07-04 2018-11-20 中铁六局集团有限公司工程设计院 Suitable for the cast-in-place big bridge steel pipe buttress foundation anchor structure on steep rocky slope
CN109335980A (en) * 2018-09-29 2019-02-15 中铁十六局集团铁运工程有限公司 A kind of high slope building stones transport device and method
CN110015922A (en) * 2019-04-28 2019-07-16 青岛绿色家园环境设备有限公司 A kind of positive reverse drag organic fertilizer aerobic equipment feeding device of chain
CN110422574A (en) * 2019-06-10 2019-11-08 河南黄河河务局焦作黄河河务局 Slope material transports self-balancing trolley and its self-balancing transportation system
CN111749466A (en) * 2020-06-18 2020-10-09 申涛 High-altitude concrete pipe moving machine
CN111891675A (en) * 2020-07-27 2020-11-06 中国一冶集团有限公司 Autoloader for building site
CN114105023A (en) * 2021-10-11 2022-03-01 衢州学院 Building material is removed with removing lift freight train

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB499612A (en) * 1937-02-11 1939-01-26 Georges Perot Improvements in or relating to cable traction systems
CN201033699Y (en) * 2007-01-12 2008-03-12 杨军 Ropeway tractor
CN202542382U (en) * 2012-02-24 2012-11-21 中国二十冶集团有限公司 Mountain high-slope construction material conveying device
CN203270582U (en) * 2013-06-21 2013-11-06 中铁六局集团有限公司 Electric-climbing material conveying device
CN203284165U (en) * 2013-05-07 2013-11-13 天津二十冶建设有限公司 Side slope material transporting system
DE102013105948A1 (en) * 2013-06-07 2014-12-24 Thyssenkrupp Industrial Solutions Ag Steep conveyor system for opencast mining
CN204400394U (en) * 2014-12-31 2015-06-17 中交路桥华南工程有限公司 A kind of steep slope region slideway transport systems
CN204980738U (en) * 2015-07-31 2016-01-20 中铁西北科学研究院有限公司 Anticreep rail formula side slope material construction conveyer

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB499612A (en) * 1937-02-11 1939-01-26 Georges Perot Improvements in or relating to cable traction systems
CN201033699Y (en) * 2007-01-12 2008-03-12 杨军 Ropeway tractor
CN202542382U (en) * 2012-02-24 2012-11-21 中国二十冶集团有限公司 Mountain high-slope construction material conveying device
CN203284165U (en) * 2013-05-07 2013-11-13 天津二十冶建设有限公司 Side slope material transporting system
DE102013105948A1 (en) * 2013-06-07 2014-12-24 Thyssenkrupp Industrial Solutions Ag Steep conveyor system for opencast mining
CN203270582U (en) * 2013-06-21 2013-11-06 中铁六局集团有限公司 Electric-climbing material conveying device
CN204400394U (en) * 2014-12-31 2015-06-17 中交路桥华南工程有限公司 A kind of steep slope region slideway transport systems
CN204980738U (en) * 2015-07-31 2016-01-20 中铁西北科学研究院有限公司 Anticreep rail formula side slope material construction conveyer

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108116945A (en) * 2017-07-14 2018-06-05 广西领测科技有限公司 A kind of power cable device convenient for outdoor operations
CN108116944A (en) * 2017-07-14 2018-06-05 广西领测科技有限公司 A kind of power cable device of outdoor study
CN107842648A (en) * 2017-11-30 2018-03-27 湖北天圜工程有限公司 A kind of long distance pipeline steep slope region stringing mechanism
CN108842601A (en) * 2018-07-04 2018-11-20 中铁六局集团有限公司工程设计院 Suitable for the cast-in-place big bridge steel pipe buttress foundation anchor structure on steep rocky slope
CN109335980A (en) * 2018-09-29 2019-02-15 中铁十六局集团铁运工程有限公司 A kind of high slope building stones transport device and method
CN110015922A (en) * 2019-04-28 2019-07-16 青岛绿色家园环境设备有限公司 A kind of positive reverse drag organic fertilizer aerobic equipment feeding device of chain
CN110422574A (en) * 2019-06-10 2019-11-08 河南黄河河务局焦作黄河河务局 Slope material transports self-balancing trolley and its self-balancing transportation system
CN111749466A (en) * 2020-06-18 2020-10-09 申涛 High-altitude concrete pipe moving machine
CN111891675A (en) * 2020-07-27 2020-11-06 中国一冶集团有限公司 Autoloader for building site
CN114105023A (en) * 2021-10-11 2022-03-01 衢州学院 Building material is removed with removing lift freight train

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