CN203094058U - Split-type aerial passenger cableway horizontal turning device - Google Patents
Split-type aerial passenger cableway horizontal turning device Download PDFInfo
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- CN203094058U CN203094058U CN 201320029301 CN201320029301U CN203094058U CN 203094058 U CN203094058 U CN 203094058U CN 201320029301 CN201320029301 CN 201320029301 CN 201320029301 U CN201320029301 U CN 201320029301U CN 203094058 U CN203094058 U CN 203094058U
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- guide rail
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- supporting seat
- split
- stilts
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Abstract
The utility model discloses a split-type aerial passenger cableway horizontal turning device which is applied to mine cableways. The split-type aerial passenger cableway horizontal turning device comprises two curved beams, a hanging frame arranged on the curved beams, a supporting seat installed on the hanging frame, an inner guide rail and an outer guide rail, wherein the inner guide rail and the outer guide rail are arranged at the outer end of the supporting seat, the curved beams are movably connected with a plurality of cross beams in a sleeved mode and fixed through bolts, the cross beams are fixed on the top wall of a bending channel, the supporting seat comprises an upper supporting seat and a lower supporting seat which are arranged on the hanging frame in parallel, the inner guide rail and the outer guide rail are respectively connected at the outer end of the upper supporting seat in a fixed mode, and the outer end of the lower supporting seat is fixedly connected with horizontal guiding wheels used for guiding the walking direction of a steel wire rope; and the front end and the rear end of the inner guide rail and the front end and the rear end of the outer guide rail are respectively provided with upper beams and lower beams, and the end portions of the upper beams and the end portions of the lower beams are respectively provided with through holes penetrating through the steel wire rope. The split-type aerial passenger cableway horizontal turning device adopts split connection, positions of all parts can be mutually adjusted, and the split-type aerial passenger cableway horizontal turning device can adapt to requirements of different roadways.
Description
Technical field
The utility model relates to a kind of mining manned ropeway turning device, a kind of specifically split type manned ropeway flat bank device.
Background technology
Mining cableway is the characteristics development in conjunction with the China's coal-mine underworkings, the rope fortune robot system of exploitation, it by the friction wheel on the motor drives reductor as actuating device, adopt built on stilts circulation steel rope as the traction carrying, the steel rope afterbody carries out tensioning, support with the holder rope sheave on the way and keep rich degree and the tension force of steel rope between the holder rope sheave, will take advantage of people's chair lift to be connected by rope clamping device and also do the purpose that personnel are transported in the circulating motion realization thereupon with steel rope.Built on stilts manned ropeway has solved long distance under the mine, big sag is transported personnel's problem, has alleviated labour intensity, has improved work efficiency, has characteristics such as efficient, that safety is easy to operate, is the preferred unit that transports personnel under the coal mine.
Because can there be a lot of bends in the pattern variety of mine laneway, even continuous S type bend, built on stilts people's flat bank device of taking advantage of is that mining overhead manned equipment often uses a kind of device that moves in crooked roadway.Make somebody a mere figurehead and take advantage of people's flat bank device to generally comprise guide track system and steel rope system, guide track system has complies with the curved beam that bend is provided with, and suspension bracket vertically downward is set on curved beam, is connected with bearing on the suspension bracket, and bearing is horizontally disposed with.The guide rail of taking advantage of the people to turn is fixedly installed on the bearing; The turning system of steel rope mainly comprises horizontal guide sheave, and the race of steel rope applying horizontal guide sheave is realized turning.Two intersections are set between guide track system and the steel rope system, and one is to be used to the lane change before of turning, and the rope clamping device on the chair lift is run on the guide rail from steel rope; Another is to be used to the lane change afterwards of turning, and this moment, rope clamping device reruned to steel rope from guide rail.
The built on stilts process of taking advantage of people's flat bank device to realize and turning is as follows: when chair lift was moved at linear portion, the movable rope clamping device on the chair lift carried on steel rope, together moved by steel rope drive rope clamping device and chair lift; When entering bend, steel rope is served guide rail with the rope clamping device on the chair lift, and rope clamping device is provided with pulley, rope clamping device enters guide rail from steel rope, pulley on the rope clamping device drops on the guide rail, and under effect of inertia, chair lift and movable rope clamping device leave steel rope, slide along guide rail, terminal during with steel rope intersection when sliding into guide rail, rope clamping device carries again to steel rope, finish the bend operation after, under the effect of steel rope, chair lift enters linear portion and continues operation.
The tubular type guide rail flat bank device of a kind of colliery overhead manned equipment is disclosed among the Chinese patent CN202098413U, use the tubular guide rail, utilize tug rim and press rope wheel that steel rope is adjusted to a gradient, influential to rope service-life like this, the life-span of also having reduced rope sheave simultaneously.This patent discloses the mode that integral type level is turned simultaneously, interior guide rail is captiveed joint with suspension bracket and attaching parts respectively with outer guide, suspension bracket and attaching parts are fixed on the curved beam, horizontal guide sheave is fixed on the bearing, horizontal guide sheave and bearing connect into integral body and are fixed on the curved beam by suspension bracket and attaching parts, distance in this moment between guide rail and the outer guide is certain, and the distance between two steel ropes can not be regulated, and Applicable scope is little in actual use.
The utility model content
The utility model technical issues that need to address provide a kind of at the strong split type built on stilts manned ropeway flat bank device of adjustable size pitch width degree, the applicability in tunnel.
For solving the problems of the technologies described above, the technical scheme that the utility model adopted is:
Split type built on stilts manned ropeway flat bank device, comprise two curved beams, be arranged on the curved beam vertically downward suspension bracket, be arranged on bearing that stretches out to two curved beams outsides respectively on the suspension bracket and interior guide rail and the outer guide that is arranged on the bearing outer end, described curved beam be fixed on the bend roof on the some crossbeam pivot bush units vertical with the cableway working direction and pass through bolt, described bearing comprises upper bracket and the undersetting that be arranged in parallel on suspension bracket by support respectively, and described interior guide rail and outer guide are fixedly connected on the outer end of upper bracket respectively; The outer end captive joint of described undersetting is used for the horizontal guide sheave that the guiding steel wire rope moves towards in bend, described upper bracket and undersetting can be adjusted the outer end overhang respectively, the rear and front end of guide rail and outer guide is respectively arranged with upper beam and the underbeam that is used to be connected guide rail and cableway linear portion in described, and the end of described upper beam and underbeam is respectively arranged with the through hole that is used to pass steel rope.
Further improvement of the utility model is: described upper beam and underbeam are and the angled acclivitous ramped shaped of steel rope.
Further improvement of the utility model is: guide rail and outer guide are pipe in described.
Further improvement of the utility model is: the wheel lining is housed on the described horizontal guide sheave.
Further improvement of the utility model is: be set with attaching parts vertically upward on the described undersetting, described attaching parts connects by annulus and is used to regulate the stressed take-up device of steel rope; Described take-up device comprises lockset, adapter plate and is used to be connected the tensioning chain of lockset and adapter plate, and lockset is arranged on the attaching parts by annulus, and adapter plate is fixed on the tunnel by anchor pole.
Further improvement of the utility model is: described lockset comprises the fixing and locking spare of the screw rod that two sections rotation directions are opposite and the two sections screw rods that are connected.
Because the technological advance that has adopted technique scheme, the utility model to obtain is:
The utility model adopts split type connection, each several part is adjusting position mutually, can adapt to the needs in different tunnels, and upper bracket and undersetting are actively socketed on the suspension bracket, chair lift and steel rope can also be adjusted height and width respectively in the part, more can adapt to actual needs.
Between cableway linear portion and the bend transition phase is set, and the upper beam that is used for transition is arranged to ramped shaped, can effectively alleviate the collision that unexpected turning causes, the chair lift operation is more steady; Underbeam also is arranged to ramped shaped, can make by the chair lift behind the turning track to possess certain inertia, and chair lift can be slided on the steel rope by underbeam smoothly.
Interior guide rail and outer guide are pipe.The combination of upper beam, underbeam and interior guide rail, outer guide is slick and sly, guarantees smooth transition between each parts, reduces to impact.The wheel lining is housed on the horizontal guide sheave, avoids rubbing, prolonged the service life of horizontal guide sheave with the steel rope direct contact.
Take-up device is set,, adjusts the degree of tightness of steel rope, avoid causing danger because of steel rope is too tight or too loose by regulating the distance of two sections screw rods in the lockset.
Description of drawings
Fig. 1 is the birds-eye view of the utility model structure;
Fig. 2 is the lateral plan of the utility model keystone configuration;
Fig. 3 is the cutaway view of the utility model structure A-A;
Fig. 4 is the section drawing that the utility model is put the beams in place;
Fig. 5 is the scheme drawing of the utility model take-up device.
Wherein, 1, interior guide rail, 2, outer guide, 3, horizontal guide sheave, 4, suspension bracket, 5, upper bracket, 61, put the beams in place, 62, underbeam, 7, the holder rope sheave, 8, curved beam, 9, steel rope, 10, chair lift, 11, take-up device, 12, tensioning chain, 13, lockset, 14, adapter plate, 15, crossbeam, 16, undersetting, 17, attaching parts.
The specific embodiment
Below in conjunction with embodiment the utility model is described in further details:
Split type built on stilts manned ropeway flat bank device, keystone configuration as shown in figures 1 and 3, comprise some crossbeams 15, crossbeam 15 is fixedly installed on the bend roof and is vertical with the working direction of cableway, two curved beams 8 of socket on the described crossbeam 15, the corresponding setting of the radian of curved beam 8, the some suspension brackets 4 of difference captive joint on two curved beams 8 with bend, suspension bracket 4 is provided with vertically downward, and lower leaf connects bearing 5 and undersetting 16 by carrying sleeve respectively on the suspension bracket 4.Upper bracket 5 and undersetting 16 settings parallel to each other, described upper bracket 5 and undersetting 16 can be slided to adjust respectively in support separately and be stretched out the horizontal length in suspension bracket 4 outsides.Guide rail 1 and outer guide 2 in the outer end of upper bracket 5 is socketed with respectively, interior guide rail 1 and outer guide 2 are pipe, described interior guide rail 1 and outer guide 2 correspondences are arranged on the outside of two curved beams 8, and parallel with curved beam 8.The outer end socket of described undersetting 16 is provided with several horizontal guide sheaves 3, and horizontal guide sheave 3 is used for the trend of guiding steel wire rope in bend, and steel rope is fitted in the turning that is implemented in the race of horizontal guide sheave 3 in the bend.
The connection mode of guide rail 1 and outer guide 2 and upper beam 61 and underbeam 62 as shown in Figure 2 in described, put the beams in place and 61 to be arranged to the acclivitous ramped shaped of certain angle with underbeam 62 relative steel ropes, comply with the working direction of chair lift 10, the leading section of interior guide rail 1 and outer guide 2 is connected with the rearward end of upper beam 61; Interior guide rail 1 is connected the leading section of underbeam 62 with outer guide 2 rearward end.The other end of upper beam 61 and underbeam 62 is connected to the cableway linear portion.The cross-sectional plane of described upper beam 61 is arranged to splayed, and as shown in Figure 4, the cross-sectional plane of underbeam 62 is consistent with upper beam 61.At upper beam 61 and underbeam 62 and cableway linear portion junction, the end of upper beam 61 and underbeam 62 is respectively arranged with through hole, and steel rope 9 passes upper beam 61 and underbeam 62 by through hole; Put the beams in place 61 and underbeam 62 with cableway linear portion junction holder rope sheave 7 is set also, the steel rope 9 of finishing turning pass put the beams in place 61 and the through hole of underbeam 62 ends after, conform in the race of holder rope sheave 7.
Be fixed with attaching parts 17 on the described undersetting 16, attaching parts 17 is provided with vertically upward, is provided with take-up device 11 in the upper end of attaching parts 17 by annulus.The structure of take-up device 11 as shown in Figure 5, described take-up device 11 comprises lockset 13, adapter plate 14 and tensioning chain 12, lockset 13 comprises the fixing and locking spare of two sections screw rods and connecting screw rod, the rotation direction of two sections screw rods is opposite.The two ends that wherein one section screw rod of described lockset 13 and adapter plate 14 are connected to tensioning chain 12, another section screw rod end of lockset 13 is provided with the connection annulus, the attaching parts 17 that is provided with on annulus and the undersetting 16 is connected, and the other end of adapter plate 14 is fixed on the mine laneway wall by anchor pole.
For increasing the service life, on described horizontal guide sheave 3 and the holder rope sheave 7 the wheel lining is housed all.
Operational process of the present utility model is:
According to the tunnel needs, regulate the position that is socketed in two curved beams 8 on the crossbeam 15 earlier after, fixedly curved beam 8, afterwards suspension bracket 4 are fixed on the curved beam 8.The utility model is the better needs that adapt to different tunnels, set out upper bracket 5 and undersetting 16 at suspension bracket 4 higher slices, be equivalent to be provided with respectively the adjustable system that moves towards of two covers: be arranged on by upper bracket 5 promptly that track on the suspension bracket 4 moves towards system and the steel rope that is arranged on the suspension bracket 4 by undersetting 16 moves towards system.
Steel rope moves towards system: be provided with holder rope sheave 7 at upper beam 61 and underbeam 62 with cableway linear portion junction, steel rope 9 is fitted and is arranged in the race of holder rope sheave 7, after passing the through hole of the 61 ends setting of putting the beams in place, be fitted in the race of horizontal guide sheave 3 and pass through bend, pass the through hole that underbeam 62 ends are provided with again, through the race of holder rope sheave 7, finish the flat bank in the tunnel.In cableway linear portion operational process, chair lift 10 operation under steel rope 9 tractions, steel rope 9 connects chair lift 10 by rope clamping device.
Track moves towards system: guide rail 1 and outer guide 2 in guide rail comprises, interior guide rail 1 and outer guide 2 are all fixing by the upper bracket 5 that is connected on the suspension bracket 4, putting the beams in place the through hole that 61 ends are provided with can be for passing steel rope 9, the splayed cross-sectional plane overlap joint of upper beam 61 is fixed on the annular arrangement cross section of guide rail, the contact of formation sphere, guide rail is arranged to and the corresponding radian of bend, finish after the tunnel turns by guide rail, the other end connection of guide rail is provided with underbeam 62, the connection mode of underbeam 62 and guide rail is corresponding with the connection mode of upper beam 61 and guide rail, and the through hole that the other end end of underbeam 62 is provided with can be for passing steel rope 9.
Before the utility model operation, adjust each position component of take-up device 11, adapter plate 14 usefulness anchor poles are fixed on the tunnel, regulate lockset 13 and make the steel rope stress equalization.
In cableway linear portion operational process, chair lift 10 is carried on steel rope 9 by rope clamping device, and frictionally moves under the traction of steel rope; When arriving bend, chair lift 10 breaks away from steel rope 9, breaks through by inertia afterwards and puts the beams in place 61, the rope clamping device of chair lift 10 is provided with pulley, cooperates with the anchor ring of guide rail by pulley, after finishing turning in the tunnel move on guide rail, slide on the steel rope 9 from underbeam 62 at last, proceed the linear portion operation.
Claims (6)
1. split type built on stilts manned ropeway flat bank device, comprise two curved beams (8), be arranged on suspension bracket (4) vertically downward on the curved beam (8), be arranged on the bearing and interior guide rail (1) that is arranged on the bearing outer end and the outer guide (2) that stretch out to two curved beams (8) outside respectively on the suspension bracket (4), it is characterized in that: described curved beam (8) be fixed on the bend roof on some crossbeams (15) pivot bush unit vertical with the cableway working direction and pass through bolt, described bearing comprises upper bracket (5) and the undersetting (16) that be arranged in parallel on suspension bracket (4) by support respectively, and described interior guide rail (1) and outer guide (2) are fixedly connected on the outer end of upper bracket (5) respectively; The outer end captive joint of described undersetting (16) is used for the horizontal guide sheave (3) that the guiding steel wire rope moves towards in bend, the rear and front end of guide rail (1) and outer guide (2) is respectively arranged with upper beam (61) and the underbeam (62) that is used to be connected guide rail and cableway linear portion in described, and the end of described upper beam (61) and underbeam (62) is respectively arranged with the through hole that is used to pass steel rope.
2. split type built on stilts manned ropeway flat bank device according to claim 1 is characterized in that: described upper beam (61) and underbeam (62) are and the angled acclivitous ramped shaped of steel rope (9).
3. split type built on stilts manned ropeway flat bank device according to claim 1 is characterized in that: guide rail (1) and outer guide (2) are pipe in described.
4. split type built on stilts manned ropeway flat bank device according to claim 1 is characterized in that: the wheel lining is housed on the described horizontal guide sheave (3).
5. split type built on stilts manned ropeway flat bank device according to claim 1, it is characterized in that: be set with attaching parts (17) vertically upward on the described undersetting (16), described attaching parts (17) connects by annulus and is used to regulate the stressed take-up device of steel rope (11); Described take-up device (11) comprises lockset (13), adapter plate (14) and is used to be connected the tensioning chain (12) of lockset (13) and adapter plate (14), lockset (13) is arranged on the attaching parts (17) by annulus, and adapter plate (14) is fixed on the tunnel by anchor pole.
6. split type built on stilts manned ropeway flat bank device according to claim 5 is characterized in that: described lockset (13) comprises the fixing and locking spare of the screw rod that two sections rotation directions are opposite and the two sections screw rods that are connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320029301 CN203094058U (en) | 2013-01-18 | 2013-01-18 | Split-type aerial passenger cableway horizontal turning device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320029301 CN203094058U (en) | 2013-01-18 | 2013-01-18 | Split-type aerial passenger cableway horizontal turning device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203094058U true CN203094058U (en) | 2013-07-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320029301 Expired - Fee Related CN203094058U (en) | 2013-01-18 | 2013-01-18 | Split-type aerial passenger cableway horizontal turning device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203094058U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104452495A (en) * | 2014-12-06 | 2015-03-25 | 湘潭市恒欣实业有限公司 | Telescopic circular tubular rail of rail-mounted aerial passenger device |
| CN104554286A (en) * | 2015-01-20 | 2015-04-29 | 沙尔夫矿山机械（徐州）有限公司 | Underground rail-mounted circulation manned system on-slope moving device |
| CN107089236A (en) * | 2017-05-23 | 2017-08-25 | 资阳晨风天勤科技有限公司 | The empty iron maintenance track that gauge can adjust or open entirely |
| CN109094577A (en) * | 2018-08-15 | 2018-12-28 | 广州智网联运物流有限公司 | A kind of ropeway supporting trestle device |
| CN109131372A (en) * | 2018-09-18 | 2019-01-04 | 湘潭市恒欣实业有限公司 | Mining ropeway hanging chair automatic circulation device |
| CN110641912A (en) * | 2019-09-10 | 2020-01-03 | 中国船舶重工集团公司第七一五研究所 | Turning conveying device |
| CN115176667A (en) * | 2022-06-30 | 2022-10-14 | 黄翎 | Forest resource harvesting system and method |
-
2013
- 2013-01-18 CN CN 201320029301 patent/CN203094058U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104452495A (en) * | 2014-12-06 | 2015-03-25 | 湘潭市恒欣实业有限公司 | Telescopic circular tubular rail of rail-mounted aerial passenger device |
| CN104554286A (en) * | 2015-01-20 | 2015-04-29 | 沙尔夫矿山机械（徐州）有限公司 | Underground rail-mounted circulation manned system on-slope moving device |
| CN107089236A (en) * | 2017-05-23 | 2017-08-25 | 资阳晨风天勤科技有限公司 | The empty iron maintenance track that gauge can adjust or open entirely |
| CN107089236B (en) * | 2017-05-23 | 2023-11-21 | 资阳晨风天勤科技有限公司 | Empty iron overhauling track with adjustable track gauge or full opening |
| CN109094577A (en) * | 2018-08-15 | 2018-12-28 | 广州智网联运物流有限公司 | A kind of ropeway supporting trestle device |
| CN109094577B (en) * | 2018-08-15 | 2024-03-19 | 广东自来物智能科技有限公司 | Cableway bracket device |
| CN109131372A (en) * | 2018-09-18 | 2019-01-04 | 湘潭市恒欣实业有限公司 | Mining ropeway hanging chair automatic circulation device |
| CN110641912A (en) * | 2019-09-10 | 2020-01-03 | 中国船舶重工集团公司第七一五研究所 | Turning conveying device |
| CN115176667A (en) * | 2022-06-30 | 2022-10-14 | 黄翎 | Forest resource harvesting system and method |
| CN115176667B (en) * | 2022-06-30 | 2024-01-09 | 黄翎 | Forest resource harvesting system and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130731 Termination date: 20160118 |
|
| EXPY | Termination of patent right or utility model |