CN207226965U - High slope hoist engine slideway lifting system - Google Patents
High slope hoist engine slideway lifting system Download PDFInfo
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- CN207226965U CN207226965U CN201721045477.7U CN201721045477U CN207226965U CN 207226965 U CN207226965 U CN 207226965U CN 201721045477 U CN201721045477 U CN 201721045477U CN 207226965 U CN207226965 U CN 207226965U
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- trolley
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- loading
- hoist engine
- fixed pulley
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Abstract
The utility model high slope hoist engine slideway lifting system, it is included in the track set on side slope surface, track support containing the longitudinal bracing and cross-brace to connect with side slope surface, the loading trolley walked in orbit, the emergent trolley walked in orbit being connected by connection component with loading trolley, steering fixed pulley on side slope top surface riding track, hoist engine, fixed pulley is housed on loading trolley, fixed pulley is housed on track cross-arm, steel wire rope one end is fixed on loading trolley and the other end passes through the fixed pulley on loading trolley and track cross-arm, elevator machine cylinder is connected after turning to fixed pulley.The utility model installation is easy, it is safe, greatly investment reduction and human and material resources, improve transport of materials progress.
Description
Technical field:
The utility model is related to high slope work materials transport field, more particularly to be a kind of high slope hoist engine slideway
Lifting system.
Background technology:
At present, for transport of materials problem in side slope construction, riding track near builder's road to working face is usually built,
Then man-handling of materials is to working face, but two river mouth power station flood releasing structure import side slope opening elevation EL.3345m, foundation plane
Elevation EL.2739m, excavation height 606m, are world-class permanent high slope, its surrounding buildings structure has been formed, i.e. hole formula is overflow flood
Road import is excavated to bottom plate EL.2834.5m, and flood releasing structure import is excavated to EL.3025m, therefore the flood that can not be overflow using hole formula
Import builder's road in road is as transport of materials passage, and upstream and downstream do not possess the condition for building construction road or equipment road, by
Only has a horizontal construction road in flood releasing structure import EL.3050m~EL.2875m, being transported up and down for material can only people
Work is carried or constructed using other modes, but with the reduction for excavating elevation, the transport difficulty of construction material gradually increases, by shadow
Ring flood releasing structure import integral construction.
Utility model content:
The purpose of this utility model is to solve the high slope transport of materials problem that height is up to 175m, there is provided Yi Zhongan
Dress construction is easy, safe, greatly investment reduction and human and material resources, improves the high slope hoist engine of transport of materials progress
Slideway lifting system.
The purpose of this utility model is achieved like this:
The utility model high slope hoist engine slideway lifting system, is included in the track set on side slope surface, contains and side
Longitudinal bracing that slope slope surface connects and the support of the track of cross-brace, the loading trolley walked in orbit, pass through connection component
The emergent trolley walked in orbit, the steering fixed pulley on side slope top surface riding track, the hoist engine being connected with loading trolley,
Fixed pulley is housed on loading trolley, fixed pulley is housed on track cross-arm, steel wire rope one end is fixed on loading trolley and the other end
Elevator machine cylinder is connected after through the fixed pulley on loading trolley and track cross-arm, steering fixed pulley, in the greatly sloped side of high slope
It is upper to carry out traction transport using hoist engine, it is responsible for the transport of materials such as explosive, reinforcing bar, anchor pole, spray anchor material, and two sets are used to trolley
Operation architecture:First, loading trolley, transport explosive, disk circle, spray anchor material etc. have a certain volume but length is not grown material, second, should
Anxious trolley, is arranged in the small Chinese herbaceous peony of loading and is connected thereto, the material such as transport anchor pole, reinforcing bar, pvc pipe.
Joint bar is housed in above-mentioned track support.
Above-mentioned loading trolley is by section steel platform, the material carrying basket being placed on section steel platform, be connected with section steel platform bottom
Wheel carrier, the wheel composition on wheel carrier, material carrying basket is close to feeding, discharging platform side gating, material carrying basket inside bottom
Have a turnover panel, limiting device be housed positioned at material carrying basket afterbody at the top of section steel platform, emergent trolley by wheel carrier, on wheel carrier
Wheel, steel plate of revealing all the details composition.
Above-mentioned limiting device uses cradle safety lock formula brake shoe, outsourcing.
There is the anti-rollover steel plate for being placed in rail inferior portion respectively on above-mentioned loading trolley, emergent car wheel frame.
Have in above-mentioned connection component and be located at loading car wheel frame bottom girder and emergent car wheel frame bottom girder both sides respectively
The clamping plate of face and one end and the fixation of emergent car wheel frame bottom girder, wear pin plate on loading car wheel frame bottom girder,
Two clamping plates and wear on pin plate and loading car wheel frame bottom girder opposite position and have pinned hole respectively, wear pin and be mounted in two clamping plates
Loading trolley, emergent trolley are fixed with the pinned hole worn on pin plate and loading car wheel frame bottom girder.
Equipped with the steel wire rope guide rail prevented with rail inferior portion support friction on above-mentioned track.
For 175m grades of high slopes without construction road, it is only capable of manually from top to bottom being transported to lower part from slope surface steel pipe cat ladder,
So not only effect bottom, speed are slow, waste of manpower, and there are security risk.It can not arrange the premise of builder's road for this
Under, the utility model provides freight trolley, the transport of emergent trolley, design support and track in slope surface, by elevator machine travel,
It is gradually reduced with the decline trolley for excavating elevation, is extremely manually carried to working face after riding tracks at different levels, limiting device, which ensure that, to be exceeded
Hoist engine is automatically stopped operating when setting home, and the setting anti-rollover steel plate on car wheel, under normal circumstances with rail
Road is stuck in rail inferior portion there are certain gap in the case where there is wheel Asynchrony offset track, with rail contact
Rollover trend is automatically stopped, reduces travel speed, reaches brake purpose.
The utility model can solve high slope without the transport of materials in the case of construction road, and safe, Neng Gouji
Big investment reduction and manpower and materials, improve transport of materials progress, accelerate slope retaining, create favorable conditions for slope excavating.
Installation is simple.
Brief description of the drawings:
Fig. 1 is the utility model floor map.
Fig. 2 is the utility model vertical section schematic diagram.
The traveling schematic diagram that Fig. 3 is loading trolley, freight trolley is in orbit.
Fig. 4 is loading vehicle structure schematic diagram.
Fig. 5 is loading trolley traveling schematic diagram in orbit.
Fig. 6 is emergent vehicle structure schematic diagram.
Fig. 7 is the emergent trolley location drawing in orbit.
Fig. 8 is connecting component structure schematic diagram.
Fig. 9 is the top view of Fig. 8.
Figure 10 is to wear pin plate structure diagram.
Figure 11 is clamping plate structure schematic diagram.
Figure 12 is anti-rollover steel plate position schematic diagram on wheel carrier.
Figure 13 is the left view of Figure 12.
Figure 14 is orbit plane schematic diagram.
Figure 15 is rail support structures schematic diagram.
Embodiment:
Referring to Fig. 1~Figure 15, the present embodiment high slope hoist engine slideway lifting system, is included in what is set on side slope surface
Track 1, the track support 4 containing the longitudinal bracing 2 and cross-brace 3 to connect with side slope surface, the loading walked in orbit is small
Car 5, the emergent trolley 7 walked in orbit being connected by connection component 6 with loading trolley, outside Slope top surface riding track
Steering fixed pulley 8, the hoist engine 9 of sideline 0.5mm.Fixed pulley 10 is housed on loading trolley.Fixed pulley 11 is housed on track cross-arm.
12 one end of steel wire rope be fixed on loading trolley and fixed pulley of the other end through loading trolley and on track cross-arm, turn to it is fixed sliding
Elevator machine cylinder is connected after wheel.Joint bar 13 is housed in track support(Referring to Figure 15).
Referring to Fig. 2~Fig. 7, loading trolley is by section steel platform 14, the material carrying basket being placed on section steel platform 15 and section steel platform
Wheel carrier 16, the wheel 17 on wheel carrier of bottom connection form.Material carrying basket is set up in close use steel pipe and plank
Feeding, 18 side gating 19 of discharging platform.There is metal hinge 19-1 on door 19.Material carrying basket inside bottom has turnover panel 20.Section steel platform
Top is located at material carrying basket afterbody and cradle safety lock formula brake shoe limiting device 21 is housed.Emergent trolley by wheel carrier 22, mounted in wheel
Wheel 23, steel plate 24 of revealing all the details on frame form.
Referring to Fig. 8~Figure 11, have in connection component and be located at loading trolley I-steel bottom girder 26 and emergent trolley I-shaped respectively
27 two sides of steel bottom girder and the clamping plate 28 fixed with I-steel bottom girder 27.Pin is worn mounted in loading trolley I-steel bottom girder lower end
Plate 29.In two clamping plates and wear on pin plate and loading car wheel frame bottom girder opposite position and have pinned hole respectively.Pin 30 is worn to fill
Loading trolley, emergent trolley are fixed on pin plate and loading car wheel frame bottom girder in two clamping plates and wearing.
Referring to Figure 12, Figure 13, there is the anti-rollover steel plate for being placed in rail inferior portion respectively on loading trolley, emergent trundle wheel carrier
25。
Referring to Figure 14, steel wire rope guide rail 31 is housed on track.
In the present embodiment:
(1)Choose the hoist engine for 5t of specified pulling force, fixed pulley diameter 250mm.Fixed pulley should be used and rigidly fixed, no
Can flexible connection;
(2)The lifting of loading trolley uses single track steel wire rope, and boom hoist cable must not spreading use;When loading trolley is in most
During lower position, the steel wire rope on reel should be no less than three circles;
(3)When steel cord ends are fixed using rope card, rope card internal diameter must be with diameter matches of restricting.Card quantity of restricting is no less than 6
Only.Restricting card pressing plate should be on the first side of length of steel rope, and card spacing of restricting is no less than 6 times of wirerope diameter.Must not positive and negative interleaved bits
Put;
(4)Forbid using two-direction switch as hoist engine controlling switch.
Track, loading trolley and the installation of emergent trolley:
(1)The wide 2.5m of track, using I16 I-steel and [10 channel steels are as lifting slideway, I16 I-steel centre welding C32
Reinforcing bar, C32 reinforcing bar overcoat 1mA48 steel pipes, as steel wire rope guide rail, supporting steel-cable.Rail base sets track to support, track
Support use A48 steel pipe framed bents, longitudinally, laterally supports and connects with side slope surface, and with universal fastener by A48 fastener for connection, steel
Pipe sets C25 with design side slope junction(L=4.5m)Joint bar is with fixation, and joint bar protruded length is according to live actual definite.Track
Material should be straight, and no bending or corrosion, installation is vertical, and track installation should send someone upper and lower commander, and upper and lower concord, uniformly refers to
Wave;
(2)Loading trolley is using I16 I-steel, I20b I-steel, [10 channel steels, 70 × 70 × 5mm of ∠ angle steel, ribbing C25
Reinforcing bar, δ=5mm checkered steel plates and(δ=3mm, 8mm, 10mm, 12mm and 16mm)Steel plate is made.1. loading trolley load space ruler
Very little is 2 × 2 × 1m(Length × width × height), using 70 × 70 × 5mm of ∠ angle steel, δ=5mm checkered steel plates and δ=3mm welded steel plates.
2. since grade of side slope is steeper, the small car bottom of loading sets steel platform, using I16 I-steel, I20b I-steel, [10 channel steels, ∠
70 × 70 × 5mm angle steel, ribbing C25 reinforcing bars and δ=10mm welded steel plates.3. car wheel using steel plate δ=12mm and steel plate δ=
16mm is connected with trolley.4. for convenience of loading charge hoisting by skip and discharging, wicket, wicket ruler are being opened close to feeding, discharging platform side
Very little 1 × 1m, and bottom steel plate sets 1.5m × 0.6m turnover panel in the inner part in trolley, in case the material such as transport reinforcing bar makes
With;
(3)In loading trolley end-position, limiting device is set(It is spacing using cradle safety lock formula brake shoe), selection specialty
The supporting model limiting device of producer, asks professional to be installed;
(4)To prevent loading trolley from turning on one's side, prevented on loading trolley and emergent car wheel using δ=12mm welded steel plates
Topple device;
(5)In the lowest point that loading trolley reaches, car stop 32 is set.Car stop is made of the welding of δ=16mm steel plates, between side
1 triangle stull is set to be reinforced as reinforcement floor, car stop bottom using vertical A48 steel pipe supports 35 away from 10cm, side is set
Put 2 C25(L=6m)Anchor pole is connected reverse drawing car stop with side slope.As the reduction for excavating elevation, track-span, car stop are removed immediately
And move to next place;
Sequence number 33,34 in above-mentioned each figure is respectively to design side slope, anchor pole.
Claims (7)
1. high slope hoist engine slideway lifting system, it is characterised in that be included in the track set on side slope surface, contain and side slope
Longitudinal bracing that slope surface connects and the support of the track of cross-brace, the loading trolley walked in orbit, by connection component with
The emergent trolley walked in orbit, the steering fixed pulley on side slope top surface riding track, the hoist engine of loading trolley connection, carry
Fixed pulley is housed on thing trolley, fixed pulley is housed, steel wire rope one end is fixed on loading trolley and the other end is worn on track cross-arm
Cross loading trolley and fixed pulley on track cross-arm, turn to fixed pulley after connect elevator machine cylinder.
2. high slope hoist engine slideway lifting system according to claim 1, it is characterised in that equipped with slotting in track support
Muscle.
3. high slope hoist engine slideway lifting system according to claim 1 or 2, it is characterised in that loading trolley is by shaped steel
Platform, the material carrying basket being placed on section steel platform, the wheel carrier being connected with section steel platform bottom, the wheel group on wheel carrier
Into material carrying basket is being conducive to the turnover panel of longer cargo transport, type close to feeding, discharging platform side gating, material carrying basket inside bottom
Limiting device is housed positioned at material carrying basket afterbody at the top of steel platform, trolley of meeting an urgent need by wheel carrier, the wheel on wheel carrier, reveal all the details
Steel plate forms.
4. high slope hoist engine slideway lifting system according to claim 3, it is characterised in that limiting device uses hanging basket
Safe locking-type brake shoe.
5. high slope hoist engine slideway lifting system according to claim 3, it is characterised in that loading trolley, emergent trolley
There is the anti-rollover steel plate for being placed in rail inferior portion on wheel carrier respectively.
6. high slope hoist engine slideway lifting system according to claim 1 or 2, it is characterised in that have in connection component point
Wei Yu not loading car wheel frame bottom girder and emergent car wheel frame bottom girder two sides and one end and emergent car wheel frame bottom girder
Fixed clamping plate, wear pin plate on loading car wheel frame bottom girder, in two clamping plates and wears pin plate and loading trolley car
There is pinned hole on wheel carrier bottom girder opposite position respectively, wear pin mounted in two clamping plates and wear pin plate and loading car wheel frame bottom girder
On pinned hole in loading trolley, emergent trolley are fixed.
7. high slope hoist engine slideway lifting system according to claim 1 or 2, it is characterised in that being equipped with track prevents
With the steel wire rope guide rail of rail inferior portion support friction.
Priority Applications (1)
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CN201721045477.7U CN207226965U (en) | 2017-08-21 | 2017-08-21 | High slope hoist engine slideway lifting system |
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CN201721045477.7U CN207226965U (en) | 2017-08-21 | 2017-08-21 | High slope hoist engine slideway lifting system |
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CN207226965U true CN207226965U (en) | 2018-04-13 |
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ID=61858522
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CN201721045477.7U Active CN207226965U (en) | 2017-08-21 | 2017-08-21 | High slope hoist engine slideway lifting system |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109205221A (en) * | 2018-08-23 | 2019-01-15 | 中国十七冶集团有限公司 | A kind of side slope construction transport of materials device |
CN110552359A (en) * | 2019-08-29 | 2019-12-10 | 长沙理工大学 | support hanging basket type high and steep slope anchoring construction method |
CN113200487A (en) * | 2021-05-12 | 2021-08-03 | 娄底市水利水电工程建设有限责任公司 | Steep slope section long and narrow tunnel pressure steel pipe transportation system and construction method |
-
2017
- 2017-08-21 CN CN201721045477.7U patent/CN207226965U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109205221A (en) * | 2018-08-23 | 2019-01-15 | 中国十七冶集团有限公司 | A kind of side slope construction transport of materials device |
CN110552359A (en) * | 2019-08-29 | 2019-12-10 | 长沙理工大学 | support hanging basket type high and steep slope anchoring construction method |
CN110552359B (en) * | 2019-08-29 | 2021-01-29 | 长沙理工大学 | Support hanging basket type high and steep slope anchoring construction method |
CN113200487A (en) * | 2021-05-12 | 2021-08-03 | 娄底市水利水电工程建设有限责任公司 | Steep slope section long and narrow tunnel pressure steel pipe transportation system and construction method |
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