CN206885036U - Suspension cable monorail and suspension cable monorail traffic system - Google Patents

Suspension cable monorail and suspension cable monorail traffic system Download PDF

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Publication number
CN206885036U
CN206885036U CN201720720127.XU CN201720720127U CN206885036U CN 206885036 U CN206885036 U CN 206885036U CN 201720720127 U CN201720720127 U CN 201720720127U CN 206885036 U CN206885036 U CN 206885036U
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China
Prior art keywords
suspension cable
monorail
cambered surface
wheel
cableway
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Application number
CN201720720127.XU
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Chinese (zh)
Inventor
岳渠德
武长虹
郑辉
武子琛
何晓燕
郑强
冯昭君
张美艳
沈子钿
陈燕杰
陈亚军
胡俊涛
朱胜显
段远钊
张永鹏
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China Construction Air Beijing Technology Co Ltd
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China Construction Air Beijing Technology Co Ltd
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Abstract

The utility model discloses suspension cable monorail and suspension cable monorail traffic system, is related to field of track traffic.The top both sides of suspension cable monorail supply the wheels travel of suspension type monorail vehicle both sides, supporting construction including two cableways be arrangeding in parallel and for fixing and connecting two cableways, the surface of the cableway is formed with least one cambered surface, the wheel is in rolling contact with least one cambered surface, at least one cambered surface and roll the profile contacts face of the wheel of cooperation with it and match, the cambered surface is made of high-abrasive material.The utility model is simple in construction, has self- steering and self-stabilization function, solve thes problems, such as that transverse shifting occurs because being influenceed by external force for car body, improve stability and security, reduce cost, reduce noise, protect environment.

Description

Suspension cable monorail and suspension cable monorail traffic system
Technical field
It the utility model is related to field of track traffic, more particularly to suspension cable monorail and there is suspension cable monorail Suspension cable monorail traffic system.
Background technology
Ground public transport system has that freight volume is small, pollution is big, it is more and surface road insufficient space natural to take road Defect.Subway freight volume is big, pollution-free, is also not take up surface road space, but faces the finite sum subway cost of the underground space The limitation of height, economy deficiency and geological conditions etc..Suspended rail traffic, it can solved effectively using space more than ground Certainly there is oneself unique advantage in terms of traffic problems.The mankind have had the history of more than 100 years using suspended rail traffic system, China, Germany and Japan have circuit runing at present.
By years development up to the present, the walking surface of the walking track of existing suspended rail traffic system is horizontal , two groups of wheels are abreast travelled on two walking surfaces of walking track.Horizontal walking surface can not during due to wheels travel Certain horizontal force is produced to wheel, therefore, when car body is had a great influence by crosswind and unbalance loading, horizontal stroke can occur for car body To movement.For that purpose it is necessary to set directive wheel and steady wheel, deflected with solving the problems, such as car body to be influenceed by external force.But The stability force of steady wheel and the guiding force of directive wheel are larger, larger to the active force of track beam sides, so as to have impact on track girder Lateral stability, reduce security performance, meanwhile, not only increase cost, and due to larger guiding force and stability force, Generate noise, especially high-frequency noise.In addition, at present both at home and abroad also without open suspension cable monorail traffic system.
Utility model content
(1) technical problems to be solved
The utility model offer is a kind of simple in construction, reduces cost, reduces noise, has self- steering and self-stabilization function, Effectively solves the problems, such as the suspension cable monorail that transverse shifting occurs because being influenceed by external force for car body.
The utility model also provides a kind of suspension cable monorail traffic system for including above-mentioned suspension cable monorail.
(2) technical scheme
In order to achieve the above object, the main technical schemes that the utility model uses include:
The utility model provides a kind of suspension cable monorail, and the top both sides of the monorail supply suspension type monorail vehicle The wheels travel of both sides, including two cableways be arrangeding in parallel and the supporting construction for fixing and connecting two cableways, it is described Formed with least one cambered surface, the wheel is in rolling contact with least one cambered surface, described at least one on the surface of cableway Cambered surface and roll the profile contacts face of the wheel of cooperation with it and match, the cambered surface is made of high-abrasive material.
As the preferred scheme of suspension cable monorail, the cambered surface is appointing for arc surface, elliptical arc surface and hyperbolic cambered surface A kind of or combination.
As the preferred scheme of suspension cable monorail, the cambered surface is integrally formed with cableway, or the cambered surface passes through company Fitting is fixedly connected with cableway, and damping layer is set between cambered surface and cableway.
As the preferred scheme of suspension cable monorail, the supporting construction includes multiple cross bars be arrangeding in parallel and multiple Brace, the both ends of each cross bar connect two cableways respectively, and length direction of the multiple brace along cableway is one in front and one in back Line up it is multiple rows of, one in front and one in back to being obliquely connected between supporting construction above and cross bar, and multiple braces exist Two row are one in front and one in back lined up on cableway length direction, one in front and one in back to obliquely arranging.
As the preferred scheme of suspension cable monorail, two braces are connected to edge between the tie point on cross bar The spacing L of cableway length direction is 1-50m, and the spacing l between two cross bars is 1-10m.
As the preferred scheme of suspension cable monorail, the supporting construction is in arch bridge, suspension bridge, beam bridge, suspension bridge It is a kind of.
The utility model also provides a kind of suspension cable monorail traffic system, including compartment and the multipair car that is arranged in pairs Wheel, in addition to the suspension cable monorail as described in any of the above scheme;
The wheel is connected with axletree, and the axletree is connected by hanger bracket with compartment.
As the preferred scheme of suspension cable monorail traffic system, the axletree is set perpendicular to connected wheel.
As the preferred scheme of suspension cable monorail traffic system, by being enclosed in monorail between two wheels of each pair Outside axletree connection, two end shaft parts at shaft part both ends, institute during the axletree includes the middle shaft part at middle part and connected respectively The middle part for stating middle shaft part is connected by hanger bracket with compartment, and the end of the end shaft part connects with corresponding wheel, and holds shaft part Set perpendicular to corresponding wheel.
As the preferred scheme of suspension cable monorail traffic system, the hanger bracket includes at least one hanger bar.
(3) beneficial effect
The beneficial effects of the utility model are:
Because the surface of two cableways of the utility model monorail is rolled formed with least one cambered surface, cambered surface and with it The profile contacts face of the wheel of cooperation matches, i.e., walking surface of the wheels travel on monorail is corresponding with arc wheels Cambered surface.Therefore, suspension cable monorail disclosed in the utility model and the suspension cable monorail traffic system with the monorail With advantages below:
1st, the blank that suspension cable monorail traffic system is not disclosed both at home and abroad has been filled up;
2nd, the globoidal structure that above-mentioned cableway surface is formed is simple, and horizontal active force is provided for bearing, has self-conductance To with self-stabilization function, it is steady so as to improve to solve the problems, such as that transverse shifting occurs because being influenceed by external force for car body Qualitative and security.
3rd, because above-mentioned cambered surface has self- steering function, guiding force is reduced, the setting of directive wheel can be reduced, do not set even Put directive wheel;Meanwhile above-mentioned cambered surface also has self-stabilization function, it is possible to reduce the setting of steady wheel, or even steady wheel is not provided with, So as to save cost.
4th, based on being not provided with or set directive wheel and steady wheel less, reduce due to the guiding force of directive wheel and steady wheel and Noise caused by stability force, especially high-frequency noise, protect environment.
Brief description of the drawings
Fig. 1 is the structural representation one of suspension cable monorail traffic system of the present utility model;
Fig. 2 is the structural representation two of suspension cable monorail traffic system of the present utility model;
Fig. 3 is the structural representation three of suspension cable monorail traffic system of the present utility model;
Fig. 4 is layout drawing of the brace of the present utility model on cross bar;
Fig. 5 is layout drawing of the brace of the present utility model on arch bridge;
Fig. 6 is layout drawing of the brace of the present utility model on suspension bridge;
Fig. 7 is layout drawing of the brace of the present utility model on beam bridge.
In figure:
1st, compartment;2nd, wheel;3rd, hanger bracket;4th, axletree;5th, cableway;6th, cross bar;7th, brace;8th, supporting construction;41st, in Shaft part;42nd, shaft part is held.
Embodiment
It is below in conjunction with the accompanying drawings, right by embodiment in order to understand in order to preferably explain the utility model The utility model is described in detail.
As shown in Figures 1 to 7, the utility model discloses a kind of suspension cable monorail traffic system, the system to include car Railway carriage or compartment 1, suspension cable monorail and the multipair wheel 2 for being slidably arranged in both sides above suspension cable monorail.Suspension cable list Beam-and-rail is set up in the air, and the top in compartment 1 is installed with hanger bracket 3, and the top of hanger bracket 3 is hinged with wall built-up, the other end of wall built-up Bearing is provided with the axletree 4 being connected with drive device, and the end of axletree 4 is provided with wheel 2.Drive device and the car in compartment 1 The electrical connection of controller.
Suspension cable monorail of the present utility model includes two cableways 5 be arrangeding in parallel and fixes and connect two cableways 5 supporting construction 8.Two cableways 5 are used for sliding for the multipair wheel 2 of both sides.In the utility model, it is preferred that support knot Structure 8 includes multiple cross bars 6 and multiple braces 7 be arrangeding in parallel, and the both ends of each cross bar 6 connect two cableways 5 respectively, and Set perpendicular to two cableways 5.Length direction of multiple braces 7 along cableway 5 one in front and one in back line up it is multiple rows of, one in front and one in back to Obliquely it is connected between supporting construction above and cross bar 6, and multiple braces 7 are perpendicular to the length direction of cableway 5 On one in front and one in back line up two row, one in front and one in back to obliquely arranging.Here " to tilt " refer in particular to, along the length of cableway 5 Direction sees that front and rear brace 7 is inclined, and sees that the brace 7 of left and right is also to tilt perpendicular to the length direction of cableway 5 's.As illustrated in figs. 5-7, above-mentioned supporting construction 8 can be one kind in arch bridge, suspension bridge, beam bridge, suspension bridge.Certainly, this practicality It is new to be not provided with supporting construction 8, also it is not required to set the structure of brace 7, the cableway 5 that directly furthers is formed for wheels travel Monorail, as between two mountains or provide two further cableway 5 structural column between.
Below in conjunction with the accompanying drawings, the structure of brace 7 is illustrated:The top of all braces 7 and the supporting construction 8 of top It is fixedly connected, bottom is fixedly connected with a cross bar 6, and all braces 7 are obliquely installed both with respect to vertical direction.From entirety The cross section of structure sees (see Fig. 1-4) that the brace 7 in left side and the brace 7 on right side are inclined, the brace 7 in left side Brace 7 with right side is along perpendicular to the length direction arranged for interval of cableway 5, into two row, i.e., all braces 7 are along perpendicular to cableway 5 Length direction is according to being one in front and one in back obliquely installed, and brace 7 above tilts to the rear ramp close to brace 7 below, Brace 7 below tilts to the diagonally forward close to brace 7 above, in this way, to provide integrally-built cross force, carries High lateral stability, the cross force of vehicle and the wind-force of structure and seismic force etc. are resisted, improves safety and reliability.From Integrally-built vertical section sees (see Fig. 5-7), along the length direction of cableway, brace 7 and brace 7 below above All it is inclined, brace 7 above and the arranged for interval of brace 7 below are into multiple rows of, i.e., all braces 7 are along cableway 5 Length direction is according to being one in front and one in back obliquely installed, and brace 7 above tilts to the rear ramp close to brace 7 below, Brace 7 below tilts to the diagonally forward close to brace 7 above, in this way, to provide the longitudinal force of structure, improves longitudinal direction Stability, the longitudinal force of vehicle and the wind-force of structure and seismic force etc. are resisted, further increases safety and reliability.
Tie point (draw a little), arrangement spacing and angle of inclination of the brace 7 on cross bar 6 are by simulation calculation and design It is determined that.Wherein, two braces 7 are connected between the tie point on cross bar 6 between on the length direction of cableway 5 It is the bigger the better away from (horizontal spacing), on the basis of not influenceing wheel normal operation.Two braces 7 are connected on cross bar 6 Tie point between along the spacing L (longitudinal pitch) of the length direction of cableway 5 be 1-50m, preferably 6m or so (see Fig. 5), it is whole single The longitudinal stability of beam-and-rail structure is more preferable, and safety and reliability is higher.Spacing l between two cross bars 6 by simulation calculation and Design determination, l 1-10m so that the structural strength of whole monorail is improved.
The cambered surface on the above-mentioned surface of cableway 5 is made of high-abrasive material.In the actual design of this suspension cable formula monorail track In manufacturing process, scuff-resistant coating can use various materials, if abrasionproof effect can be played, such as rubber, macromolecule Material or sheet metal etc..Meanwhile cambered surface can be adopted and installed in various manners made of high-abrasive material, for example mechanical erection, apply Dress or bonding method laying, are determined with specific reference to actual conditions.Cableway 5 can select load steel structure member, can bear car Gross weight after a number of people of railway carriage or compartment load-carrying or object.
The upper surface of each cableway 5 is formed with least one cambered surface, at least one cambered surface of each cableway 5 of wheel 2 and one It is in rolling contact, at least one cambered surface and rolls the profile contacts face of the wheel 2 of cooperation with it and match, i.e., wheels travel is in single track Walking surface on beam is the cambered surface corresponding with arc wheels.
According to vehicle sound load and monorail physical dimension, determined through dynamic emulation calculation, above-mentioned cambered surface can be It one section of arc surface, can be one section of elliptical arc surface, can be one end hyperbolic cambered surface, can also be arc surface, elliptical arc surface and double Any combination of curved surface.Concrete form can be designed according to the actual requirements.
Above-mentioned cambered surface provides horizontal active force for bearing, has self- steering and self-stabilization function, efficiently solves The problem of because being influenceed by external force transverse shifting occurs for car body, so as to improve stability and security.Because above-mentioned cambered surface has There is self- steering function, reduce guiding force, the setting of directive wheel can be reduced, or even be not provided with directive wheel;Meanwhile above-mentioned cambered surface is also With self-stabilization function, it is possible to reduce the setting of steady wheel, or even steady wheel is not provided with, so as to save cost.Based on not setting Put or directive wheel and steady wheel are set less, greatly reduce and made an uproar caused by guiding force and stability force due to directive wheel and steady wheel Sound, especially high-frequency noise, protect environment.
Cambered surface can be integrally formed with cableway 5, improve the stability of total.Certainly, cambered surface can also be with cableway 5 Separate structure, change at any time, improve the service life of monorail.Cambered surface is fixed by connector with corresponding cableway 5 to be connected Connect, common stress.Damping layer is provided between cambered surface 5 and corresponding cableway 5, one layer of damping slurry is preferably brushed, can keep very Good damping capacity.
The main following two forms of attachment structure between wheel 2 and compartment 1:One kind is that two wheels 2 of each pair can divide It is not connected with an axletree 4, each axletree 4 can be set perpendicular to connected wheel 2, can also be favoured wheel 2 and be set, often Individual axletree 4 is connected (referring to Fig. 2) with compartment 1 by a hanger bracket 3 respectively again.Another kind is led between two wheels 2 of each pair The axletree 4 being enclosed in outside whole monorail is crossed to connect, wherein, during axletree 4 includes the middle shaft part 41 at middle part and connected respectively Two end shaft parts 42 in the left and right ends portion of shaft part 41, the middle part of middle shaft part 41 is connected by a hanger bracket 3 with compartment 1.Middle shaft part 41 can be U section (see Fig. 1), or conical section (see Fig. 3), can also be designed as other shapes (such as arc as needed Shape).The end end of shaft part 42 of left end and the wheel 2 in left side are connected, and the end shaft part 42 of left end can be set perpendicular to the wheel 2 in left side Put, the wheel 2 that can also favour left side is set.The end end of shaft part 42 of right-hand member and the wheel 2 on right side connect, the end of right-hand member Shaft part 42 can be set perpendicular to the wheel 2 on right side, and the wheel 2 that can also favour right side is set.
Hanger bracket 3 includes at least one hanger bar, and hanger bar can be a vertical pole, can be the group of cross bar and vertical pole Close, or multiple tilting bars, can also be the combination of tilting bar and cross bar and/or vertical pole.Directly to connect with the top of compartment 1 For the hanger bar quantity connect, hanger bracket 3 can be appointing in single lever-type (see Fig. 1,3), double rod type (referring to Fig. 2) and multi-rod It is a kind of.
In the utility model, whole suspension cable monorail traffic system can only be set by 1 section car according to passenger flow size Railway carriage or compartment is individually organized into groups, and 2 sections or 2 section above compartments can also be set to be organized into groups.
It is to be appreciated that the description carried out above to specific embodiment of the utility model is simply to illustrate that this practicality New technology path and feature, its object is to allow those skilled in the art to understand content of the present utility model simultaneously Implement according to this, but the utility model is not limited to above-mentioned particular implementation.Every scope in the utility model claims The various change inside made or modification, it should all cover in the scope of protection of the utility model.

Claims (10)

1. a kind of suspension cable monorail, the top both sides of the monorail supply the wheel (2) of suspension type monorail vehicle both sides OK Sail, it is characterised in that the supporting construction including two cableways be arrangeding in parallel (5) and for fixing and connecting two cableways (5) (8), the surface of the cableway (5) rolls with least one cambered surface and connect formed with least one cambered surface, the wheel (2) Touch, at least one cambered surface and roll the profile contacts face of the wheel of cooperation (2) with it and match, the cambered surface is using wear-resisting Material is made.
2. suspension cable monorail according to claim 1, it is characterised in that:The cambered surface is arc surface, elliptical arc surface With any of hyperbolic cambered surface or combination.
3. suspension cable monorail according to claim 1, it is characterised in that:The cambered surface is integrally formed with cableway (5), Or the cambered surface is fixedly connected by connector with cableway (5), and damping layer is set between cambered surface and cableway (5).
4. suspension cable monorail according to claim 1, it is characterised in that:The supporting construction (8) includes multiple flat The cross bar (6) and multiple braces (7) that row is set, the both ends of each cross bar (6) connect two cableways (5) respectively, the multiple Length direction of the brace (7) along cableway (5) one in front and one in back line up it is multiple rows of, one in front and one in back to above to being obliquely connected to Supporting construction and cross bar (6) between, and multiple braces (7) are one in front and one in back lined up on cableway (5) length direction Two row, one in front and one in back to obliquely arranging.
5. suspension cable monorail according to claim 4, it is characterised in that:Two braces (7) are connected to horizontal stroke Along the spacing L of cableway (5) length direction it is 1-50m between tie point on bar (6), the spacing l between two cross bars (6) is 1- 10m。
6. suspension cable monorail according to claim 1, it is characterised in that:The supporting construction (8) is arch bridge, suspension cable One kind in bridge, beam bridge, suspension bridge.
7. a kind of suspension cable monorail traffic system, including compartment (1) and the multipair wheel (2) that is arranged in pairs, it is characterised in that: Also include the suspension cable monorail as described in any one of claim 1 to 6;
The wheel (2) is connected with axletree (4), and the axletree (4) is connected by hanger bracket (3) with compartment (1).
8. suspension cable monorail traffic system according to claim 7, it is characterised in that:The axletree (4) perpendicular to Its wheel (2) connected is set.
9. the suspension cable monorail traffic system according to claim 7 or 8, it is characterised in that:Two wheels (2) of each pair Between connected by being enclosed in axletree (4) outside monorail, the axletree (4) includes the middle shaft part (41) at middle part and connected respectively Two end shaft parts (42) at middle shaft part (41) both ends are connect, the middle part of the middle shaft part (41) passes through hanger bracket (3) and compartment (1) Connection, the end of the end shaft part (42) connect with corresponding wheel (2), and hold shaft part (42) perpendicular to corresponding wheel (2) Set.
10. suspension cable monorail traffic system according to claim 7, it is characterised in that:The hanger bracket (3) is included extremely A few hanger bar.
CN201720720127.XU 2017-06-20 2017-06-20 Suspension cable monorail and suspension cable monorail traffic system Active CN206885036U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720720127.XU CN206885036U (en) 2017-06-20 2017-06-20 Suspension cable monorail and suspension cable monorail traffic system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720720127.XU CN206885036U (en) 2017-06-20 2017-06-20 Suspension cable monorail and suspension cable monorail traffic system

Publications (1)

Publication Number Publication Date
CN206885036U true CN206885036U (en) 2018-01-16

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Application Number Title Priority Date Filing Date
CN201720720127.XU Active CN206885036U (en) 2017-06-20 2017-06-20 Suspension cable monorail and suspension cable monorail traffic system

Country Status (1)

Country Link
CN (1) CN206885036U (en)

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