CN209410051U - A kind of suspended material-transfer monorail transit structure - Google Patents
A kind of suspended material-transfer monorail transit structure Download PDFInfo
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- CN209410051U CN209410051U CN201821440005.6U CN201821440005U CN209410051U CN 209410051 U CN209410051 U CN 209410051U CN 201821440005 U CN201821440005 U CN 201821440005U CN 209410051 U CN209410051 U CN 209410051U
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Abstract
This patent discloses a kind of suspended material-transfer monorail transit structures, belong to monorail transit field.By proposing a kind of suspended material-transfer monorail transit structure, using suspended material-transfer monorail track beam bridge structure, suspended material-transfer single-track vehicle structure, suspended material-transfer single-track turnout structure, suspended material-transfer single track handling facilities and suspended material-transfer single track signalling arrangement, short distance, the big figure, Gao Chengben, low velocity for solving the problems, such as existing magnetic floating traffic, reach the suspended material-transfer monorail transit structural object of long range, lightness, low cost, high speed.
Description
Technical field
This patent is related to a kind of suspended material-transfer monorail transit structure, is applied to monorail transit field.
Background technique
Convenient with traffic, modern logistics industry has become the important force for pushing economic growth.Suspension type monorail traffic
Have the characteristics that climbing capacity is strong, turning radius is small, can effectively solve that existing logistics transportation cost is high, conevying efficiency is low, Yi Yong
The problems such as stifled.Suspended material-transfer monorail transit structure is the developing direction of modern logistics.
However existing suspension type monorail traffic, since reasons in structure can only be in city, short distance carries out passenger transport, difficult
To reach the requirement of long range cargo transport, such as existing suspension type monorail traffic is passenger's bearer service, station in urban district
Spacing is too small, causes train speed low；Vehicle structure needs to consider the comfort of passenger, causes compartment figure big, train speed
It is low；To guarantee passenger safety, existing suspension type monorail transport structure must have very big redundant space, cause construction cost excessively high.
Problem above is for progress logistics transportation by very big wasting space.
Such as existing suspension type monorail traffic is Urban Passenger Traffic, construction cost need to consider that many factors influence, such as following formula:
In formula: W1Suspension type monorail traffic is for material and construction cost in passenger transport；
W2Suspension type monorail traffic requires the cost improved for vehicle comfort in passenger transport；
W3Suspension type monorail traffic influences the cost improved to ambient noise for structure in passenger transport；
W4The cost that suspension type monorail traffic is improved for the rate request of vehicle in passenger transport；
W5Suspension type monorail traffic is for mating formation what construction requirements improved for the car of passenger and platform in passenger transport
Cost.
To realize suspended material-transfer monorail transit structure also need to existing suspension type monorail traffic long range, lightness,
The key technologies such as low cost, high speed are broken through.
In view of the above-mentioned problems, in conjunction with the actual conditions and feature of suspension type monorail traffic, patentee by a large amount of analyses and
Emulation, according to existing theoretical and practical experience, from the advantage and long range logistics transportation for making full use of suspension type monorail traffic
Feature is set out, and is had conducted extensive research, and finally proposes this patent.
Utility model content
This patent the technical problem to be solved is that: by proposing a kind of suspended material-transfer monorail transit structure, using outstanding
Hanging logistics monorail track beam bridge structure, suspended material-transfer single-track vehicle structure, suspended material-transfer single-track turnout structure, suspension type
Logistics single track handling facilities and suspended material-transfer single track signalling arrangement solve the short distance, substantially of existing suspension type monorail traffic
The problem of type, Gao Chengben, low velocity, reaches the suspended material-transfer monorail transit knot of long range, lightness, low cost, high speed
Structure target.
This patent solves technical solution used by its technical problem:
A kind of suspended material-transfer monorail transit structure, including guideway beam, track switch, lorry, it is characterised in that: outstanding
Hanging logistics monorail transit structure is by suspended material-transfer monorail track beam bridge structure, suspended material-transfer single-track vehicle structure, suspension
Formula logistics single-track turnout structure, suspended material-transfer single track handling facilities and suspended material-transfer single track signalling arrangement composition；Suspension type
Logistics single-track vehicle structure is located at suspended material-transfer monorail track beam bridge superstructure, and suspended material-transfer single-track turnout structure is used for
The suspended material-transfer monorail track beam bridge structure on different routes is connected, suspended material-transfer single track handling facilities are located at suspended article
Monorail track beam bridge structure upper is flowed, suspended material-transfer single track signalling arrangement is located in suspended material-transfer single-track vehicle structure, is outstanding
In hanging logistics monorail track beam bridge structure and in suspended material-transfer single-track turnout structure.
A kind of suspended material-transfer monorail transit structure, it is characterised in that: suspended material-transfer monorail track beam bridge knot
Structure can solely the form of pier stud or frame-type pier stud be arranged on highway；Suspended material-transfer monorail track beam bridge structure can also be only
The form of pier stud or frame-type pier stud is arranged afield or on drive.
A kind of suspended material-transfer monorail transit structure, it is characterised in that: suspended material-transfer single-track vehicle structure is adopted
With open type structure, suspended material-transfer single-track vehicle is using centralized dynamic structure；Or suspended material-transfer single-track vehicle uses
Distributing dynamic structure.
A kind of suspended material-transfer monorail transit structure, it is characterised in that: suspended material-transfer single-track turnout structure is adopted
Use tower structure.
A kind of suspended material-transfer monorail transit structure, it is characterised in that: suspended material-transfer single track handling facilities are adopted
Use fork truck.
A kind of suspended material-transfer monorail transit structure, it is characterised in that: suspended material-transfer single track signalling arrangement packet
Include the unmanned equipment and control suspended material-transfer single-track turnout conversion line using control suspended material-transfer single-track vehicle traveling
The track switch on road controls signalling arrangement.
Compared with existing technology, the beneficial effect of this patent is:
This patent is by proposing a kind of suspended material-transfer monorail transit structure, using suspended material-transfer monorail track beam bridge knot
Structure, suspended material-transfer single-track vehicle structure, suspended material-transfer single-track turnout structure, suspended material-transfer single track handling facilities and suspension
Formula logistics single track signalling arrangement solves the problems, such as short distance, the big figure, Gao Chengben, low velocity of existing suspension type monorail traffic,
Reach the suspended material-transfer monorail transit structural object of long range, lightness, low cost, high speed.
This patent is by proposing a kind of suspended material-transfer monorail transit structure, using suspended material-transfer monorail track beam bridge knot
Structure solves the problems, such as that existing suspension type monorail guideway beam span ability is small, and frame-type pier stud can increase suspension type monorail rail
The span ability of road beam is suitable for a variety of landform, reduces land occupation and unnecessary removal, reduces cost.
This patent is by proposing a kind of suspended material-transfer monorail transit structure, using suspended material-transfer single-track vehicle structure,
For logistics transportation feature, multinomial improvement is carried out to logistics vehicles, logistics vehicles use open type structure, to transport cargo collection
Based on vanning；Logistics vehicles use distributing dynamic structure using centralized dynamic structure or logistics vehicles, can expire well
The needs of sufficient container cargo distribution transport, while reaching the target of small body type and high speed.
This patent is by proposing a kind of suspended material-transfer monorail transit structure, using suspended material-transfer single-track turnout structure,
Using tower structure, realizes that the conversion of route is compared with existing switch structure, can effectively solve the problems, such as land occupation in the sky, save
About ground space reduces cost, reduces track switch figure.
This patent is by proposing a kind of suspended material-transfer monorail transit structure, using suspended material-transfer single track handling facilities,
In such a way that fork truck loads and unloads container, the lay day of container cargo etc. is effectively reduced, and reduce people
Power cost.
This patent is by proposing a kind of suspended material-transfer monorail transit structure, using suspended material-transfer single track signalling arrangement,
Including the unmanned equipment and control suspended material-transfer single-track turnout conversion using control suspended material-transfer single-track vehicle traveling
The track switch of route controls signalling arrangement.Unmanned equipment and track switch control signalling arrangement, can in the combined use of logistics transportation
Increase conevying efficiency, save human cost, and reduce the fault of manual operation, meets the needs of long-distance transportation well.
Detailed description of the invention
Fig. 1 divides in highway takes the only pier stud suspended material-transfer monorail track beam bridge structural schematic diagram of setting
Fig. 2 divides in highway takes setting frame-type pier stud suspended material-transfer monorail track beam bridge structural schematic diagram
Fig. 3 is afield upper to be arranged only pier stud suspended material-transfer monorail track beam bridge structural schematic diagram
Fig. 4 is afield upper to be arranged frame-type pier stud suspended material-transfer monorail track beam bridge structural schematic diagram
Only pier stud suspended material-transfer monorail track beam bridge structural schematic diagram is arranged in Fig. 5 on drive
Frame-type pier stud suspended material-transfer monorail track beam bridge structural schematic diagram is arranged in Fig. 6 on drive
The only pillarwork main view of Fig. 7 suspended material-transfer monorail track beam bridge
The only pillarwork schematic three dimensional views of Fig. 8 suspended material-transfer monorail track beam bridge
Fig. 9 suspended material-transfer monorail track beam bridge frame-type pillarwork main view
Figure 10 suspended material-transfer monorail track beam bridge frame-type pillarwork schematic three dimensional views
Figure 11 suspended material-transfer single-track vehicle structural front view
Figure 12 suspended material-transfer single-track vehicle structure three-dimensional schematic diagram
Figure 13 suspended material-transfer single-track turnout structure three-dimensional schematic diagram
Figure 14 suspended material-transfer single-track turnout structure top view
Figure 15 suspended material-transfer single track handling facilities main view
Figure 16 suspended material-transfer single track signalling arrangement schematic diagram
Those skilled in the art are with the following Examples it should be appreciated that feature shown in number in figure, therefore repeats no more.
Specific embodiment
This patent action principle explanation
It is described further below in conjunction with a kind of action principle of the Fig. 7 and Fig. 8 to suspended material-transfer monorail transit structure,
It should be pointed out that being intended only as demonstration by attached drawing described embodiment carries out principle explanation before this, should not be understood as to this
The limitation of invention.
First in conjunction with Fig. 7 and Fig. 8 to the action principle of the suspended material-transfer monorail transit structure based on this patent into
Row demonstration explanation.From the point of view of loading angle, suspension type monorail track girder 3a is installed on bent cap 10a by support 6a and support 7a
With the bottom bent cap 11a, suspension type monorail track girder 4a is installed on bent cap 10a and the bottom bent cap 11a by support 8a and support 9a
Portion, the gravity G of suspension type monorail track girder1The suspended material-transfer single-track vehicle gravity G being subject to it2With impact force F1Pass through branch
Seat 6a and support 7a passes to bent cap 10a and bent cap 11a and is transmitted to underground by bridge pier 1a and bridge pier 2a again.
Suspended material-transfer monorail transit structure, construction cost need to consider that following factor influences:
In formula: W1Suspension type monorail traffic is for material and construction cost in logistics transportation；
W2The cost that suspension type monorail traffic is improved for the rate request of vehicle in logistics transportation；
W3Suspension type monorail traffic for the car of cargo in logistics transportation with what dispensing station construction requirements improved for making
Valence.
Because being cargo transport, it opposite can reduce and the cost improved is required to vehicle comfort and reduces structure to surrounding
The cost that influence of noise improves reduces construction cost.
This patent is described further in conjunction with example.
Embodiment 1 is divided in highway takes suspended material-transfer monorail transit structure of the setting with distributing power logistics vehicles
Divide in certain known highway and takes one section of suspended material-transfer monorail transit structure of construction, including suspended material-transfer single track rail
Road beam bridge structure, suspended material-transfer single-track vehicle structure, suspended material-transfer single-track turnout structure, the handling of suspended material-transfer single track are set
Standby and suspended material-transfer single track signalling arrangement, wherein suspended material-transfer single-track vehicle structure uses the logistic car of distributing power
, specific embodiment is as follows:
It demonstrates in conjunction with Fig. 1, Fig. 2, Fig. 7~Figure 16 to a kind of suspended material-transfer monorail transit structure based on this patent
Explanation.
Suspended material-transfer monorail track beam bridge structure includes only pier stud form and frame-type pier stud form, only pier stud form
Be arranged on the dividing strip in highway center, i.e. among highway G1 and highway G2, as shown in Figure 1, when dividing strip spacing is too small, or
When having barrier influence, using frame-type pier stud form, frame-type pier stud is erected at highway both sides, i.e. highway G3 and highway G4 two
Side, as shown in Figure 2.
In only pier stud form of suspended material-transfer monorail track beam bridge structure, the suspended material-transfer monorail track beam bridge
Only pillarwork of structure is by bridge pier 1a, bridge pier 2a, suspension type monorail track girder 3a, suspension type monorail track girder 4a, suspension type
Logistics single-track vehicle 5a composition.Suspension type monorail track girder 3a is installed on bent cap 10a by cable wire 12a, support 6a and support 7a
With the bottom bent cap 11a, suspension type monorail track girder 4a is installed on bent cap 10a and bent cap by cable wire 13a, support 8a and support 9a
The bottom 11a, unpiloted suspended material-transfer single-track vehicle 5a are suspended on suspension type monorail track girder 4a and run.
It is described using the frame-type pier stud form of suspended material-transfer monorail track beam bridge structure in some of complex route
The frame-type pillarwork of suspended material-transfer monorail track beam bridge structure is by bridge pier 1-1b, bridge pier 1-2b, bridge pier 2-1b, bridge pier 2-
2b, suspension type monorail track girder 3b, suspension type monorail track girder 4b, suspended material-transfer single-track vehicle 5b composition.Suspension type monorail
Track girder 3b is installed on bent cap 10b and the bottom bent cap 11b, suspension type monorail track girder by cable wire 12b, support 6b and support 7b
4b is installed on bent cap 10b and the bottom bent cap 11b, unpiloted suspended material-transfer list by cable wire 13b, support 8b and support 9b
Rail vehicle 5b is suspended on suspension type monorail track girder 4b and runs.It should be noted that suspended material-transfer monorail track beam bridge structure
The use of only pier stud form answers sight path to have with the use of the frame-type pier stud form of suspended material-transfer monorail track beam bridge structure
It, can be only with only pier stud form one kind of suspended material-transfer monorail track beam bridge structure depending on body situation；Or only with suspension
The frame-type pier stud form of formula logistics monorail track beam bridge structure is a kind of；Also suspended material-transfer monorail track beam bridge can be used simultaneously
The frame-type pier stud form with suspended material-transfer monorail track beam bridge structure of only pier stud form of structure.
Above-described suspended material-transfer single-track vehicle structure, the suspended material-transfer single-track vehicle structure is by car body 5-
11, car body 5-31, suspension type monorail bogie 5-14, suspension type monorail bogie 5-34 and connector 5- 2 are formed.Car body 5-
11 and car body 5-31 is bottom open type structure, and cargo container 5-12 and cargo container 5-13 are installed under car body 5-11,
Cargo container 5-32 and cargo container 5-33 are installed under car body 5- 31, are equipped with suspension type monorail at the top of car body 5-11
The every side bogie 5-14, suspension type monorail bogie 5-14 includes travelling wheel 5-15, travelling wheel 5-16, travelling wheel 5-17 and leads
The support and traction of car body 5-11, directive wheel 5-18 are used for wheel 5-18, travelling wheel 5-15, travelling wheel 5-16 and travelling wheel 5-17
Guiding for car body 5-11；Suspension type monorail bogie 5-34, suspension type monorail bogie are installed at the top of car body 5-31
The every side 5-34 includes travelling wheel 5-35, travelling wheel 5-36, travelling wheel 5-37 and directive wheel 5-38, travelling wheel 5-35, travelling wheel
5-36 and travelling wheel 5-37 is used for the support and traction of car body 5-31, and directive wheel 5-38 is used for the guiding of car body 5-31, car body 5-
Passing through connection between 11 and car body 5-31 is that 5-2 is attached.It is noted that logistic car in suspended material-transfer single-track vehicle structure
Joint number not only two sections, the joint numbers of specific logistics vehicles regard specific logistics transportation information summary and consider.
In suspended material-transfer single-track turnout structure, the suspended material-transfer single-track turnout structure is by only pier stud 1c, frame
2c, frame 3c, frame 4c and suspension type monorail turnout junction girder 5c composition.Suspension type monorail turnout junction girder 5c is three joint flexible type roads
Cha Liang, suspension type monorail turnout junction girder 5c can be rotated in frame 2c bottom section and frame 3c bottom section, small rail car 9c
It is set on the track 6c of the bottom frame 2c, for driving the rotation of suspension type monorail turnout junction girder 5c, small rail car 10c is set to
On the track 7c of the bottom frame 3c, for driving the rotation of suspension type monorail turnout junction girder 5c, small rail car 11c is set to frame 4c
On the track 8c of bottom, for driving the rotation of suspension type monorail turnout junction girder 5c.Small rail car 9c, small rail car 10c and track
The collaborative work of trolley 11c makes suspension type monorail turnout junction girder 5c turn to suitable position, reaches suspended material-transfer single-track turnout
The target that structure turns to.
In suspended material-transfer single track handling facilities, the suspended material-transfer single track handling facilities are by dispensing station 1d, fork truck
2d and fork truck 3d composition.When loading, fork truck 2d and fork truck 3d are by cargo 4d, cargo 5d, cargo 6d, cargo 7d, cargo 8d and goods
Object 9d is fitted into logistics vehicles from bottom, when unloading, fork truck 2d and fork truck 3d by cargo 4d, cargo 5d, cargo 6d, cargo 7d,
Cargo 8d and cargo 9d take out from logistics vehicles, and are transported to suitable storeroom.It is noted that the above is only embodiment party
Formula, in practical dispensing station, the number of overhead traveling crane not only three, the number of fork truck also not only two, specific overhead traveling crane and fork
The scale information summary that the number of vehicle should regard dispensing station considers.
In suspended material-transfer single track signalling arrangement, suspended material-transfer single track signalling arrangement is by unmanned equipment and track switch
Control signalling arrangement composition.Unmanned equipment controls the traveling of suspended material-transfer single-track vehicle, track switch control according to line condition
Signalling arrangement, which controls suspended material-transfer single-track turnout conversion line according to the operation of suspended material-transfer single-track vehicle, makes suspended article
Single-track vehicle is flowed along target line traveling.
Embodiment 2 is afield middle to be arranged certain known to the suspended material-transfer monorail transit structure with distributing power logistics vehicles
One section of suspended material-transfer monorail transit structure, including suspended material-transfer monorail track beam bridge structure, suspended article are built in field
Flow single-track vehicle structure, suspended material-transfer single-track turnout structure, suspended material-transfer single track handling facilities and suspended material-transfer single track
Signalling arrangement, wherein suspended material-transfer single-track vehicle structure uses the logistics vehicles of distributing power, and specific embodiment is as follows:
It demonstrates in conjunction with Fig. 3, Fig. 4, Fig. 7~Figure 16 to a kind of suspended material-transfer monorail transit structure based on this patent
Explanation.
Suspended material-transfer monorail track beam bridge structure includes only pier stud form and frame-type pier stud form, only pier stud form
It is arranged on the route that afield T1 has been planned, as shown in figure 3, when there are barrier T3 such as trees in the route planned in the T2 of field
Deng influence when, using frame-type pier stud form, frame-type pier stud is erected at the both sides barrier T3, as shown in Figure 4.
In only pier stud form of suspended material-transfer monorail track beam bridge structure, the suspended material-transfer monorail track beam bridge
Only pillarwork of structure is by bridge pier 1a, bridge pier 2a, suspension type monorail track girder 3a, suspension type monorail track girder 4a, suspension type
Logistics single-track vehicle 5a composition.Suspension type monorail track girder 3a is installed on bent cap 10a by cable wire 12a, support 6a and support 7a
With the bottom bent cap 11a, suspension type monorail track girder 4a is installed on bent cap 10a and bent cap by cable wire 13a, support 8a and support 9a
The bottom 11a, unpiloted suspended material-transfer single-track vehicle 5a are suspended on suspension type monorail track girder 4a and run.
It is described using the frame-type pier stud form of suspended material-transfer monorail track beam bridge structure in some of complex route
The frame-type pillarwork of suspended material-transfer monorail track beam bridge structure is by bridge pier 1-1b, bridge pier 1-2b, bridge pier 2-1b, bridge pier 2-
2b, suspension type monorail track girder 3b, suspension type monorail track girder 4b, suspended material-transfer single-track vehicle 5b composition.Suspension type monorail
Track girder 3b is installed on bent cap 10b and the bottom bent cap 11b, suspension type monorail track girder by cable wire 12b, support 6b and support 7b
4b is installed on bent cap 10b and the bottom bent cap 11b, unpiloted suspended material-transfer list by cable wire 13b, support 8b and support 9b
Rail vehicle 5b is suspended on suspension type monorail track girder 4b and runs.It should be noted that suspended material-transfer monorail track beam bridge structure
The use of only pier stud form answers sight path to have with the use of the frame-type pier stud form of suspended material-transfer monorail track beam bridge structure
It, can be only with only pier stud form one kind of suspended material-transfer monorail track beam bridge structure depending on body situation；Or only with suspension
The frame-type pier stud form of formula logistics monorail track beam bridge structure is a kind of；Also suspended material-transfer monorail track beam bridge can be used simultaneously
The frame-type pier stud form with suspended material-transfer monorail track beam bridge structure of only pier stud form of structure.
Above-described suspended material-transfer single-track vehicle structure, the suspended material-transfer single-track vehicle structure is by car body 5-
11, car body 5-31, suspension type monorail bogie 5-14, suspension type monorail bogie 5-34 and connector 5- 2 are formed.Car body 5-
11 and car body 5-31 is bottom open type structure, and cargo container 5-12 and cargo container 5-13 are installed under car body 5-11,
Cargo container 5-32 and cargo container 5-33 are installed under car body 5- 31, are equipped with suspension type monorail at the top of car body 5-11
The every side bogie 5-14, suspension type monorail bogie 5-14 includes travelling wheel 5-15, travelling wheel 5-16, travelling wheel 5-17 and leads
The support and traction of car body 5-11, directive wheel 5-18 are used for wheel 5-18, travelling wheel 5-15, travelling wheel 5-16 and travelling wheel 5-17
Guiding for car body 5-11；Suspension type monorail bogie 5-34, suspension type monorail bogie are installed at the top of car body 5-31
The every side 5-34 includes travelling wheel 5-35, travelling wheel 5-36, travelling wheel 5-37 and directive wheel 5-38, travelling wheel 5-35, travelling wheel
5-36 and travelling wheel 5-37 is used for the support and traction of car body 5-31, and directive wheel 5-38 is used for the guiding of car body 5-31, car body 5-
Passing through connection between 11 and car body 5-31 is that 5-2 is attached.It is noted that logistic car in suspended material-transfer single-track vehicle structure
Joint number not only two sections, the joint numbers of specific logistics vehicles regard specific logistics transportation information summary and consider.
In suspended material-transfer single-track turnout structure, the suspended material-transfer single-track turnout structure is by only pier stud 1c, frame
2c, frame 3c, frame 4c and suspension type monorail turnout junction girder 5c composition.Suspension type monorail turnout junction girder 5c is three joint flexible type roads
Cha Liang, suspension type monorail turnout junction girder 5c can be rotated in frame 2c bottom section and frame 3c bottom section, small rail car 9c
It is set on the track 6c of the bottom frame 2c, for driving the rotation of suspension type monorail turnout junction girder 5c, small rail car 10c is set to
On the track 7c of the bottom frame 3c, for driving the rotation of suspension type monorail turnout junction girder 5c, small rail car 11c is set to frame 4c
On the track 8c of bottom, for driving the rotation of suspension type monorail turnout junction girder 5c.Small rail car 9c, small rail car 10c and track
The collaborative work of trolley 11c makes suspension type monorail turnout junction girder 5c turn to suitable position, reaches suspended material-transfer single-track turnout
The target that structure turns to.
In suspended material-transfer single track handling facilities, the suspended material-transfer single track handling facilities are by dispensing station 1d, fork truck
2d and fork truck 3d composition.When loading, fork truck 2d and fork truck 3d are by cargo 4d, cargo 5d, cargo 6d, cargo 7d, cargo 8d and goods
Object 9d is fitted into logistics vehicles from bottom, when unloading, fork truck 2d and fork truck 3d by cargo 4d, cargo 5d, cargo 6d, cargo 7d,
Cargo 8d and cargo 9d take out from logistics vehicles, and are transported to suitable storeroom.It is noted that the above is only embodiment party
Formula, in practical dispensing station, the number of overhead traveling crane not only three, the number of fork truck also not only two, specific overhead traveling crane and fork
The scale information summary that the number of vehicle should regard dispensing station considers.
In suspended material-transfer single track signalling arrangement, suspended material-transfer single track signalling arrangement is by unmanned equipment and track switch
Control signalling arrangement composition.Unmanned equipment controls the traveling of suspended material-transfer single-track vehicle, track switch control according to line condition
Signalling arrangement, which controls suspended material-transfer single-track turnout conversion line according to the operation of suspended material-transfer single-track vehicle, makes suspended article
Single-track vehicle is flowed along target line traveling.
The suspended material-transfer monorail transit structure with distributing power logistics vehicles is arranged in embodiment 3 in drive
One section of suspended material-transfer monorail transit structure, including suspended material-transfer monorail track are built in certain known drive
Beam bridge structure, suspended material-transfer single-track vehicle structure, suspended material-transfer single-track turnout structure, suspended material-transfer single track handling facilities
With suspended material-transfer single track signalling arrangement, wherein suspended material-transfer single-track vehicle structure uses the logistics vehicles of distributing power,
Specific embodiment is as follows:
Demonstration explanation is carried out to a kind of suspended material-transfer monorail transit structure based on this patent in conjunction with Fig. 5~Figure 16.
Suspended material-transfer monorail track beam bridge structure includes only pier stud form and frame-type pier stud form, only pier stud form
It is arranged on the dividing strip in drive center, i.e. between drive C1 and drive C2, as shown in figure 5, working as urban district street
The dividing strip spacing in road center is too small, or when having barrier influence, using frame-type pier stud form, frame-type pier stud is erected at
The both sides drive C3, as shown in Figure 6.
In only pier stud form of suspended material-transfer monorail track beam bridge structure, the suspended material-transfer monorail track beam bridge
Only pillarwork of structure is by bridge pier 1a, bridge pier 2a, suspension type monorail track girder 3a, suspension type monorail track girder 4a, suspension type
Logistics single-track vehicle 5a composition.Suspension type monorail track girder 3a is installed on bent cap 10a by cable wire 12a, support 6a and support 7a
With the bottom bent cap 11a, suspension type monorail track girder 4a is installed on bent cap 10a and bent cap by cable wire 13a, support 8a and support 9a
The bottom 11a, unpiloted suspended material-transfer single-track vehicle 5a are suspended on suspension type monorail track girder 4a and run.
It is described using the frame-type pier stud form of suspended material-transfer monorail track beam bridge structure in some of complex route
The frame-type pillarwork of suspended material-transfer monorail track beam bridge structure is by bridge pier 1-1b, bridge pier 1-2b, bridge pier 2-1b, bridge pier 2-
2b, suspension type monorail track girder 3b, suspension type monorail track girder 4b, suspended material-transfer single-track vehicle 5b composition.Suspension type monorail
Track girder 3b is installed on bent cap 10b and the bottom bent cap 11b, suspension type monorail track girder by cable wire 12b, support 6b and support 7b
4b is installed on bent cap 10b and the bottom bent cap 11b, unpiloted suspended material-transfer list by cable wire 13b, support 8b and support 9b
Rail vehicle 5b is suspended on suspension type monorail track girder 4b and runs.It should be noted that suspended material-transfer monorail track beam bridge structure
The use of only pier stud form answers sight path to have with the use of the frame-type pier stud form of suspended material-transfer monorail track beam bridge structure
It, can be only with only pier stud form one kind of suspended material-transfer monorail track beam bridge structure depending on body situation；Or only with suspension
The frame-type pier stud form of formula logistics monorail track beam bridge structure is a kind of；Also suspended material-transfer monorail track beam bridge can be used simultaneously
The frame-type pier stud form with suspended material-transfer monorail track beam bridge structure of only pier stud form of structure.
Above-described suspended material-transfer single-track vehicle structure, the suspended material-transfer single-track vehicle structure is by car body 5-
11, car body 5-31, suspension type monorail bogie 5-14, suspension type monorail bogie 5-34 and connector 5- 2 are formed.Car body 5-
11 and car body 5-31 is bottom open type structure, and cargo container 5-12 and cargo container 5-13 are installed under car body 5-11,
Cargo container 5-32 and cargo container 5-33 are installed under car body 5- 31, are equipped with suspension type monorail at the top of car body 5-11
The every side bogie 5-14, suspension type monorail bogie 5-14 includes travelling wheel 5-15, travelling wheel 5-16, travelling wheel 5-17 and leads
The support and traction of car body 5-11, directive wheel 5-18 are used for wheel 5-18, travelling wheel 5-15, travelling wheel 5-16 and travelling wheel 5-17
Guiding for car body 5-11；Suspension type monorail bogie 5-34, suspension type monorail bogie are installed at the top of car body 5-31
The every side 5-34 includes travelling wheel 5-35, travelling wheel 5-36, travelling wheel 5-37 and directive wheel 5-38, travelling wheel 5-35, travelling wheel
5-36 and travelling wheel 5-37 is used for the support and traction of car body 5-31, and directive wheel 5-38 is used for the guiding of car body 5-31, car body 5-
Passing through connection between 11 and car body 5-31 is that 5-2 is attached.It is noted that logistic car in suspended material-transfer single-track vehicle structure
Joint number not only two sections, the joint numbers of specific logistics vehicles regard specific logistics transportation information summary and consider.
In suspended material-transfer single-track turnout structure, the suspended material-transfer single-track turnout structure is by only pier stud 1c, frame
2c, frame 3c, frame 4c and suspension type monorail turnout junction girder 5c composition.Suspension type monorail turnout junction girder 5c is three joint flexible type roads
Cha Liang, suspension type monorail turnout junction girder 5c can be rotated in frame 2c bottom section and frame 3c bottom section, small rail car 9c
It is set on the track 6c of the bottom frame 2c, for driving the rotation of suspension type monorail turnout junction girder 5c, small rail car 10c is set to
On the track 7c of the bottom frame 3c, for driving the rotation of suspension type monorail turnout junction girder 5c, small rail car 11c is set to frame 4c
On the track 8c of bottom, for driving the rotation of suspension type monorail turnout junction girder 5c.Small rail car 9c, small rail car 10c and track
The collaborative work of trolley 11c makes suspension type monorail turnout junction girder 5c turn to suitable position, reaches suspended material-transfer single-track turnout
The target that structure turns to.
In suspended material-transfer single track handling facilities, the suspended material-transfer single track handling facilities are by dispensing station 1d, fork truck
2d and fork truck 3d composition.When loading, fork truck 2d and fork truck 3d are by cargo 4d, cargo 5d, cargo 6d, cargo 7d, cargo 8d and goods
Object 9d is fitted into logistics vehicles from bottom, when unloading, fork truck 2d and fork truck 3d by cargo 4d, cargo 5d, cargo 6d, cargo 7d,
Cargo 8d and cargo 9d take out from logistics vehicles, and are transported to suitable storeroom.It is noted that the above is only embodiment party
Formula, in practical dispensing station, the number of overhead traveling crane not only three, the number of fork truck also not only two, specific overhead traveling crane and fork
The scale information summary that the number of vehicle should regard dispensing station considers.
In suspended material-transfer single track signalling arrangement, suspended material-transfer single track signalling arrangement is by unmanned equipment and track switch
Control signalling arrangement composition.Unmanned equipment controls the traveling of suspended material-transfer single-track vehicle, track switch control according to line condition
Signalling arrangement, which controls suspended material-transfer single-track turnout conversion line according to the operation of suspended material-transfer single-track vehicle, makes suspended article
Single-track vehicle is flowed along target line traveling.
Embodiment 4 is divided in highway takes suspended material-transfer monorail transit structure of the setting with centralized power logistics vehicles
Divide in certain known highway and takes one section of suspended material-transfer monorail transit structure of construction, including suspended material-transfer single track rail
Road beam bridge structure, suspended material-transfer single-track vehicle structure, suspended material-transfer single-track turnout structure, the handling of suspended material-transfer single track are set
Standby and suspended material-transfer single track signalling arrangement, wherein suspended material-transfer single-track vehicle structure uses centralized power logistics vehicles,
Specific embodiment is as follows:
It demonstrates in conjunction with Fig. 1, Fig. 2, Fig. 7~Figure 16 to a kind of suspended material-transfer monorail transit structure based on this patent
Explanation.
Suspended material-transfer monorail track beam bridge structure includes only pier stud form and frame-type pier stud form, only pier stud form
Be arranged on the dividing strip in highway center, i.e. among highway G1 and highway G2, as shown in Figure 1, when dividing strip spacing is too small, or
When having barrier influence, using frame-type pier stud form, frame-type pier stud is erected at highway both sides, i.e. highway G3 and highway G4 two
Side, as shown in Figure 2.
In only pier stud form of suspended material-transfer monorail track beam bridge structure, the suspended material-transfer monorail track beam bridge
Only pillarwork of structure is by bridge pier 1a, bridge pier 2a, suspension type monorail track girder 3a, suspension type monorail track girder 4a, suspension type
Logistics single-track vehicle 5a composition.Suspension type monorail track girder 3a is installed on bent cap 10a by cable wire 12a, support 6a and support 7a
With the bottom bent cap 11a, suspension type monorail track girder 4a is installed on bent cap 10a and bent cap by cable wire 13a, support 8a and support 9a
The bottom 11a, unpiloted suspended material-transfer single-track vehicle 5a are suspended on suspension type monorail track girder 4a and run.
It is described using the frame-type pier stud form of suspended material-transfer monorail track beam bridge structure in some of complex route
The frame-type pillarwork of suspended material-transfer monorail track beam bridge structure is by bridge pier 1-1b, bridge pier 1-2b, bridge pier 2-1b, bridge pier 2-
2b, suspension type monorail track girder 3b, suspension type monorail track girder 4b, suspended material-transfer single-track vehicle 5b composition.Suspension type monorail
Track girder 3b is installed on bent cap 10b and the bottom bent cap 11b, suspension type monorail track girder by cable wire 12b, support 6b and support 7b
4b is installed on bent cap 10b and the bottom bent cap 11b, unpiloted suspended material-transfer list by cable wire 13b, support 8b and support 9b
Rail vehicle 5b is suspended on suspension type monorail track girder 4b and runs.It should be noted that suspended material-transfer monorail track beam bridge structure
The use of only pier stud form answers sight path to have with the use of the frame-type pier stud form of suspended material-transfer monorail track beam bridge structure
It, can be only with only pier stud form one kind of suspended material-transfer monorail track beam bridge structure depending on body situation；Or only with suspension
The frame-type pier stud form of formula logistics monorail track beam bridge structure is a kind of；Also suspended material-transfer monorail track beam bridge can be used simultaneously
The frame-type pier stud form with suspended material-transfer monorail track beam bridge structure of only pier stud form of structure.
Above-described suspended material-transfer single-track vehicle structure, the suspended material-transfer single-track vehicle structure is by car body 5-
11, car body 5-31, suspension type monorail bogie 5-14, suspension type monorail bogie 5-34 and connector 5- 2 are formed.Car body 5-
11 and car body 5-31 is open type structure, and cargo container 5-12 and cargo container 5- 13 are installed under car body 5-11, cargo
Container 5-32 and cargo container 5-33 are installed under car body 5-31, are equipped with suspension type monorail bogie at the top of car body 5-11
5-14, suspension type monorail bogie 5-14 include travelling wheel 5-15, directive wheel 5-16 and steady wheel 5-17, and travelling wheel 5-15 is used for
The support and traction of car body 5-11, directive wheel 5-16 are used for the guiding of car body 5-11, and steady wheel 5-17 is for keeping car body 5-11
Balance and stabilization, suspension type monorail bogie 5-34 is installed at the top of car body 5-31, suspension type monorail bogie 5-34 includes
Travelling wheel 5-35, directive wheel 5-36 and steady wheel 5-37, travelling wheel 5-35 are used for the support of car body 5-31, and directive wheel 5-36 is used for
The guiding of car body 5-31, steady wheel 5-37 is used to keep the balance and stabilization of car body 5-31, between car body 5-11 and car body 5-31
It is that 5-2 is attached by connection.It is noted that the joint number of logistics vehicles not only has in suspended material-transfer single-track vehicle structure
Two sections, the joint number of specific logistics vehicles regard specific logistics transportation information summary and consider, the travelling wheel 5-15's with traction function turns
Can be on the head of marshalling logistics vehicles to the position of frame 5-14, can also be in the tail portion of marshalling logistics vehicles, it also can be in marshalling logistics
The middle part of vehicle.
In suspended material-transfer single-track turnout structure, the suspended material-transfer single-track turnout structure is by only pier stud 1c, frame
2c, frame 3c, frame 4c and suspension type monorail turnout junction girder 5c composition.Suspension type monorail turnout junction girder 5c is three joint flexible type roads
Cha Liang, suspension type monorail turnout junction girder 5c can be rotated in frame 2c bottom section and frame 3c bottom section, small rail car 9c
It is set on the track 6c of the bottom frame 2c, for driving the rotation of suspension type monorail turnout junction girder 5c, small rail car 10c is set to
On the track 7c of the bottom frame 3c, for driving the rotation of suspension type monorail turnout junction girder 5c, small rail car 11c is set to frame 4c
On the track 8c of bottom, for driving the rotation of suspension type monorail turnout junction girder 5c.Small rail car 9c, small rail car 10c and track
The collaborative work of trolley 11c makes suspension type monorail turnout junction girder 5c turn to suitable position, reaches suspended material-transfer single-track turnout
The target that structure turns to.
In suspended material-transfer single track handling facilities, the suspended material-transfer single track handling facilities are by dispensing station 1d, fork truck
2d and fork truck 3d composition.When loading, fork truck 2d and fork truck 3d are by cargo 4d, cargo 5d, cargo 6d, cargo 7d, cargo 8d and goods
Object 9d is fitted into logistics vehicles from bottom, when unloading, fork truck 2d and fork truck 3d by cargo 4d, cargo 5d, cargo 6d, cargo 7d,
Cargo 8d and cargo 9d take out from logistics vehicles, and are transported to suitable storeroom.It is noted that the above is only embodiment party
Formula, in practical dispensing station, the number of overhead traveling crane not only three, the number of fork truck also not only two, specific overhead traveling crane and fork
The scale information summary that the number of vehicle should regard dispensing station considers.
In suspended material-transfer single track signalling arrangement, suspended material-transfer single track signalling arrangement is by unmanned equipment and track switch
Control signalling arrangement composition.Unmanned equipment controls the traveling of suspended material-transfer single-track vehicle, track switch control according to line condition
Signalling arrangement, which controls suspended material-transfer single-track turnout conversion line according to the operation of suspended material-transfer single-track vehicle, makes suspended article
Single-track vehicle is flowed along target line traveling.
Embodiment 5 is afield middle to be arranged the suspended material-transfer monorail transit structure with centralized power logistics vehicles
One section of suspended material-transfer monorail transit structure, including suspended material-transfer monorail track beam bridge are built in certain known field
Structure, suspended material-transfer single-track vehicle structure, suspended material-transfer single-track turnout structure, suspended material-transfer single track handling facilities and outstanding
Hanging logistics single track signalling arrangement, wherein suspended material-transfer single-track vehicle structure is specific real using centralized power logistics vehicles
It is as follows to apply mode:
It demonstrates in conjunction with Fig. 3, Fig. 4, Fig. 7~Figure 16 to a kind of suspended material-transfer monorail transit structure based on this patent
Explanation.
Suspended material-transfer monorail track beam bridge structure includes only pier stud form and frame-type pier stud form, only pier stud form
It is arranged on the route that afield T1 has been planned, as shown in figure 3, when there are barrier T3 such as trees in the route planned in the T2 of field
Deng influence when, using frame-type pier stud form, frame-type pier stud is erected at the both sides barrier T3, as shown in Figure 4.
In only pier stud form of suspended material-transfer monorail track beam bridge structure, the suspended material-transfer monorail track beam bridge
Only pillarwork of structure is by bridge pier 1a, bridge pier 2a, suspension type monorail track girder 3a, suspension type monorail track girder 4a, suspension type
Logistics single-track vehicle 5a composition.Suspension type monorail track girder 3a is installed on bent cap 10a by cable wire 12a, support 6a and support 7a
With the bottom bent cap 11a, suspension type monorail track girder 4a is installed on bent cap 10a and bent cap by cable wire 13a, support 8a and support 9a
The bottom 11a, unpiloted suspended material-transfer single-track vehicle 5a are suspended on suspension type monorail track girder 4a and run.
It is described using the frame-type pier stud form of suspended material-transfer monorail track beam bridge structure in some of complex route
The frame-type pillarwork of suspended material-transfer monorail track beam bridge structure is by bridge pier 1-1b, bridge pier 1-2b, bridge pier 2-1b, bridge pier 2-
2b, suspension type monorail track girder 3b, suspension type monorail track girder 4b, suspended material-transfer single-track vehicle 5b composition.Suspension type monorail
Track girder 3b is installed on bent cap 10b and the bottom bent cap 11b, suspension type monorail track girder by cable wire 12b, support 6b and support 7b
4b is installed on bent cap 10b and the bottom bent cap 11b, unpiloted suspended material-transfer list by cable wire 13b, support 8b and support 9b
Rail vehicle 5b is suspended on suspension type monorail track girder 4b and runs.It should be noted that suspended material-transfer monorail track beam bridge structure
The use of only pier stud form answers sight path to have with the use of the frame-type pier stud form of suspended material-transfer monorail track beam bridge structure
It, can be only with only pier stud form one kind of suspended material-transfer monorail track beam bridge structure depending on body situation；Or only with suspension
The frame-type pier stud form of formula logistics monorail track beam bridge structure is a kind of；Also suspended material-transfer monorail track beam bridge can be used simultaneously
The frame-type pier stud form with suspended material-transfer monorail track beam bridge structure of only pier stud form of structure.
Above-described suspended material-transfer single-track vehicle structure, the suspended material-transfer single-track vehicle structure is by car body 5-
11, car body 5-31, suspension type monorail bogie 5-14, suspension type monorail bogie 5-34 and connector 5- 2 are formed.Car body 5-
11 and car body 5-31 is open type structure, and cargo container 5-12 and cargo container 5- 13 are installed under car body 5-11, cargo
Container 5-32 and cargo container 5-33 are installed under car body 5-31, are equipped with suspension type monorail bogie at the top of car body 5-11
5-14, suspension type monorail bogie 5-14 include travelling wheel 5-15, directive wheel 5-16 and steady wheel 5-17, and travelling wheel 5-15 is used for
The support and traction of car body 5-11, directive wheel 5-16 are used for the guiding of car body 5-11, and steady wheel 5-17 is for keeping car body 5-11
Balance and stabilization, suspension type monorail bogie 5-34 is installed at the top of car body 5-31, suspension type monorail bogie 5-34 includes
Travelling wheel 5-35, directive wheel 5-36 and steady wheel 5-37, travelling wheel 5-35 are used for the support of car body 5-31, and directive wheel 5-36 is used for
The guiding of car body 5-31, steady wheel 5-37 is used to keep the balance and stabilization of car body 5-31, between car body 5-11 and car body 5-31
It is that 5-2 is attached by connection.It is noted that the joint number of logistics vehicles not only has in suspended material-transfer single-track vehicle structure
Two sections, the joint number of specific logistics vehicles regard specific logistics transportation information summary and consider, the travelling wheel 5-15's with traction function turns
Can be on the head of marshalling logistics vehicles to the position of frame 5-14, can also be in the tail portion of marshalling logistics vehicles, it also can be in marshalling logistics
The middle part of vehicle.
In suspended material-transfer single-track turnout structure, the suspended material-transfer single-track turnout structure is by only pier stud 1c, frame
2c, frame 3c, frame 4c and suspension type monorail turnout junction girder 5c composition.Suspension type monorail turnout junction girder 5c is three joint flexible type roads
Cha Liang, suspension type monorail turnout junction girder 5c can be rotated in frame 2c bottom section and frame 3c bottom section, small rail car 9c
It is set on the track 6c of the bottom frame 2c, for driving the rotation of suspension type monorail turnout junction girder 5c, small rail car 10c is set to
On the track 7c of the bottom frame 3c, for driving the rotation of suspension type monorail turnout junction girder 5c, small rail car 11c is set to frame 4c
On the track 8c of bottom, for driving the rotation of suspension type monorail turnout junction girder 5c.Small rail car 9c, small rail car 10c and track
The collaborative work of trolley 11c makes suspension type monorail turnout junction girder 5c turn to suitable position, reaches suspended material-transfer single-track turnout
The target that structure turns to.
In suspended material-transfer single track handling facilities, the suspended material-transfer single track handling facilities are by dispensing station 1d, fork truck
2d and fork truck 3d composition.When loading, fork truck 2d and fork truck 3d are by cargo 4d, cargo 5d, cargo 6d, cargo 7d, cargo 8d and goods
Object 9d is fitted into logistics vehicles from bottom, when unloading, fork truck 2d and fork truck 3d by cargo 4d, cargo 5d, cargo 6d, cargo 7d,
Cargo 8d and cargo 9d take out from logistics vehicles, and are transported to suitable storeroom.It is noted that the above is only embodiment party
Formula, in practical dispensing station, the number of overhead traveling crane not only three, the number of fork truck also not only two, specific overhead traveling crane and fork
The scale information summary that the number of vehicle should regard dispensing station considers.
In suspended material-transfer single track signalling arrangement, suspended material-transfer single track signalling arrangement is by unmanned equipment and track switch
Control signalling arrangement composition.Unmanned equipment controls the traveling of suspended material-transfer single-track vehicle, track switch control according to line condition
Signalling arrangement, which controls suspended material-transfer single-track turnout conversion line according to the operation of suspended material-transfer single-track vehicle, makes suspended article
Single-track vehicle is flowed along target line traveling.
The suspended material-transfer monorail transit structure with centralized power logistics vehicles is arranged in embodiment 6 in drive
One section of suspended material-transfer monorail transit structure, including suspended material-transfer monorail track are built in certain known drive
Beam bridge structure, suspended material-transfer single-track vehicle structure, suspended material-transfer single-track turnout structure, suspended material-transfer single track handling facilities
With suspended material-transfer single track signalling arrangement, wherein suspended material-transfer single-track vehicle structure is using centralized power logistics vehicles, tool
Body embodiment is as follows:
Demonstration explanation is carried out to a kind of suspended material-transfer monorail transit structure based on this patent in conjunction with Fig. 5~Figure 16.
Suspended material-transfer monorail track beam bridge structure includes only pier stud form and frame-type pier stud form, only pier stud form
It is arranged on the dividing strip in drive center, i.e. between drive C1 and drive C2, as shown in figure 5, working as urban district street
The dividing strip spacing in road center is too small, or when having barrier influence, using frame-type pier stud form, frame-type pier stud is erected at
The both sides drive C3, as shown in Figure 6.
In only pier stud form of suspended material-transfer monorail track beam bridge structure, the suspended material-transfer monorail track beam bridge
Only pillarwork of structure is by bridge pier 1a, bridge pier 2a, suspension type monorail track girder 3a, suspension type monorail track girder 4a, suspension type
Logistics single-track vehicle 5a composition.Suspension type monorail track girder 3a is installed on bent cap 10a by cable wire 12a, support 6a and support 7a
With the bottom bent cap 11a, suspension type monorail track girder 4a is installed on bent cap 10a and bent cap by cable wire 13a, support 8a and support 9a
The bottom 11a, unpiloted suspended material-transfer single-track vehicle 5a are suspended on suspension type monorail track girder 4a and run.
It is described using the frame-type pier stud form of suspended material-transfer monorail track beam bridge structure in some of complex route
The frame-type pillarwork of suspended material-transfer monorail track beam bridge structure is by bridge pier 1-1b, bridge pier 1-2b, bridge pier 2-1b, bridge pier 2-
2b, suspension type monorail track girder 3b, suspension type monorail track girder 4b, suspended material-transfer single-track vehicle 5b composition.Suspension type monorail
Track girder 3b is installed on bent cap 10b and the bottom bent cap 11b, suspension type monorail track girder by cable wire 12b, support 6b and support 7b
4b is installed on bent cap 10b and the bottom bent cap 11b, unpiloted suspended material-transfer list by cable wire 13b, support 8b and support 9b
Rail vehicle 5b is suspended on suspension type monorail track girder 4b and runs.It should be noted that suspended material-transfer monorail track beam bridge structure
The use of only pier stud form answers sight path to have with the use of the frame-type pier stud form of suspended material-transfer monorail track beam bridge structure
It, can be only with only pier stud form one kind of suspended material-transfer monorail track beam bridge structure depending on body situation；Or only with suspension
The frame-type pier stud form of formula logistics monorail track beam bridge structure is a kind of；Also suspended material-transfer monorail track beam bridge can be used simultaneously
The frame-type pier stud form with suspended material-transfer monorail track beam bridge structure of only pier stud form of structure.
Above-described suspended material-transfer single-track vehicle structure, the suspended material-transfer single-track vehicle structure is by car body 5-
11, car body 5-31, suspension type monorail bogie 5-14, suspension type monorail bogie 5-34 and connector 5- 2 are formed.Car body 5-
11 and car body 5-31 is open type structure, and cargo container 5-12 and cargo container 5- 13 are installed under car body 5-11, cargo
Container 5-32 and cargo container 5-33 are installed under car body 5-31, are equipped with suspension type monorail bogie at the top of car body 5-11
5-14, suspension type monorail bogie 5-14 include travelling wheel 5-15, directive wheel 5-16 and steady wheel 5-17, and travelling wheel 5-15 is used for
The support and traction of car body 5-11, directive wheel 5-16 are used for the guiding of car body 5-11, and steady wheel 5-17 is for keeping car body 5-11
Balance and stabilization, suspension type monorail bogie 5-34 is installed at the top of car body 5-31, suspension type monorail bogie 5-34 includes
Travelling wheel 5-35, directive wheel 5-36 and steady wheel 5-37, travelling wheel 5-35 are used for the support of car body 5-31, and directive wheel 5-36 is used for
The guiding of car body 5-31, steady wheel 5-37 is used to keep the balance and stabilization of car body 5-31, between car body 5-11 and car body 5-31
It is that 5-2 is attached by connection.It is noted that the joint number of logistics vehicles not only has in suspended material-transfer single-track vehicle structure
Two sections, the joint number of specific logistics vehicles regard specific logistics transportation information summary and consider, the travelling wheel 5-15's with traction function turns
Can be on the head of marshalling logistics vehicles to the position of frame 5-14, can also be in the tail portion of marshalling logistics vehicles, it also can be in marshalling logistics
The middle part of vehicle.
In suspended material-transfer single-track turnout structure, the suspended material-transfer single-track turnout structure is by only pier stud 1c, frame
2c, frame 3c, frame 4c and suspension type monorail turnout junction girder 5c composition.Suspension type monorail turnout junction girder 5c is three joint flexible type roads
Cha Liang, suspension type monorail turnout junction girder 5c can be rotated in frame 2c bottom section and frame 3c bottom section, small rail car 9c
It is set on the track 6c of the bottom frame 2c, for driving the rotation of suspension type monorail turnout junction girder 5c, small rail car 10c is set to
On the track 7c of the bottom frame 3c, for driving the rotation of suspension type monorail turnout junction girder 5c, small rail car 11c is set to frame 4c
On the track 8c of bottom, for driving the rotation of suspension type monorail turnout junction girder 5c.Small rail car 9c, small rail car 10c and track
The collaborative work of trolley 11c makes suspension type monorail turnout junction girder 5c turn to suitable position, reaches suspended material-transfer single-track turnout
The target that structure turns to.
In suspended material-transfer single track handling facilities, the suspended material-transfer single track handling facilities are by dispensing station 1d, fork truck
2d and fork truck 3d composition.When loading, fork truck 2d and fork truck 3d are by cargo 4d, cargo 5d, cargo 6d, cargo 7d, cargo 8d and goods
Object 9d is fitted into logistics vehicles from bottom, when unloading, fork truck 2d and fork truck 3d by cargo 4d, cargo 5d, cargo 6d, cargo 7d,
Cargo 8d and cargo 9d take out from logistics vehicles, and are transported to suitable storeroom.It is noted that the above is only embodiment party
Formula, in practical dispensing station, the number of overhead traveling crane not only three, the number of fork truck also not only two, specific overhead traveling crane and fork
The scale information summary that the number of vehicle should regard dispensing station considers.
In suspended material-transfer single track signalling arrangement, suspended material-transfer single track signalling arrangement is by unmanned equipment and track switch
Control signalling arrangement composition.Unmanned equipment controls the traveling of suspended material-transfer single-track vehicle, track switch control according to line condition
Signalling arrangement, which controls suspended material-transfer single-track turnout conversion line according to the operation of suspended material-transfer single-track vehicle, makes suspended article
Single-track vehicle is flowed along target line traveling.
The purpose of this patent, technical scheme and beneficial effects are illustrated in above-described specific implementation method.Institute
It is emphasized that can not be used to limit the range of this patent the foregoing is merely specific implementation of the patent example.It is all
Within the spirit and principle of this patent, any modification, equivalent replacement or improvement for being made etc. should be included in the protection of this patent
Within the scope of.
Claims (6)
1. a kind of suspended material-transfer monorail transit structure, including guideway beam, track switch, lorry, it is characterised in that: suspended material-transfer
Monorail transit structure is by suspended material-transfer monorail track beam bridge structure, suspended material-transfer single-track vehicle structure, suspended material-transfer list
Track turnout structure, suspended material-transfer single track handling facilities and suspended material-transfer single track signalling arrangement composition；Suspended material-transfer single track
Vehicle structure is located at suspended material-transfer monorail track beam bridge superstructure, and suspended material-transfer single-track turnout structure is for connecting difference
Suspended material-transfer monorail track beam bridge structure on route, suspended material-transfer single track handling facilities are located at suspended material-transfer single track rail
Road beam bridge structure top, suspended material-transfer single track signalling arrangement is located in suspended material-transfer single-track vehicle structure, suspended material-transfer
In monorail track beam bridge structure and in suspended material-transfer single-track turnout structure.
2. a kind of suspended material-transfer monorail transit structure according to claim 1, it is characterised in that: suspended material-transfer single track
Guideway beam structure can solely the form of pier stud or frame-type pier stud be arranged on highway；Suspended material-transfer monorail track beam bridge knot
Structure can also solely the form of pier stud or frame-type pier stud be arranged afield or on drive.
3. a kind of suspended material-transfer monorail transit structure according to claim 1, it is characterised in that: suspended material-transfer single track
Vehicle structure uses open type structure, and suspended material-transfer single-track vehicle is using centralized dynamic structure；Or suspended material-transfer list
Rail vehicle uses distributing dynamic structure.
4. a kind of suspended material-transfer monorail transit structure according to claim 1, it is characterised in that: suspended material-transfer single track
Switch structure uses tower structure.
5. a kind of suspended material-transfer monorail transit structure according to claim 1, it is characterised in that: suspended material-transfer single track
Handling facilities use fork truck.
6. a kind of suspended material-transfer monorail transit structure according to claim 1, it is characterised in that: suspended material-transfer single track
Signalling arrangement includes the unmanned equipment and control suspended material-transfer single track using control suspended material-transfer single-track vehicle traveling
The track switch of track switch conversion line controls signalling arrangement.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| WO2020048460A1 (en) * | 2018-09-03 | 2020-03-12 | 北京交通大学 | Logistic monorail transportation system |
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| WO2020048460A1 (en) * | 2018-09-03 | 2020-03-12 | 北京交通大学 | Logistic monorail transportation system |
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