CN108999041A - Four-way viaduct and its route or travel by vehicle - Google Patents
Four-way viaduct and its route or travel by vehicle Download PDFInfo
- Publication number
- CN108999041A CN108999041A CN201811056536.XA CN201811056536A CN108999041A CN 108999041 A CN108999041 A CN 108999041A CN 201811056536 A CN201811056536 A CN 201811056536A CN 108999041 A CN108999041 A CN 108999041A
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- Prior art keywords
- way
- viaduct
- bridge
- vehicle
- lateral
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
- E01C1/04—Road crossings on different levels; Interconnections between roads on different levels
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
- E01C1/002—Design or lay-out of roads, e.g. street systems, cross-sections ; Design for noise abatement, e.g. sunken road
Abstract
This technology invention: four-way viaduct and its route or travel by vehicle belong to road traffic technical field.Including traffic above-ground (1), four-way viaduct (9), route or travel by vehicle three parts.Traffic above-ground (1): ground at the parting of the ways is equipped with grade separation bridge strut (18).Four-way viaduct (9) is made of lateral viaduct (2), longitudinal overpass (3).Four orientation of four-way viaduct (9) are determined as four-way positioning (14).Lateral viaduct (2) is fixed on grade separation bridge strut (18), and longitudinal overpass (3) is arranged in the upper end of lateral viaduct (2).Route or travel by vehicle: being to determine that longitudinal overpass (3) is unidirectional lane (6), and adjacent two road can form round-trip two-way lane (7) according to the driving direction (16) of longitudinal overpass (3).The crossroad of all roads does not set traffic lights, and vehicle is by being not required to the destination that can go directly of stopping.
Description
Technical field
This technology invention is related to a kind of four-way viaduct and its route or travel by vehicle, belongs to road traffic technical field.
Background technique
Vehicle driving in city could pass through, sometimes when traveling is to crossroad after being substantially all traffic lights to be waited
The four sides road of crossroad has the vehicle waited in line, this is to cause the main reason for blocking up in city.Road blocks up
Ordinary affair, people's vehicle mix the hidden danger that row is even more safety, and the expense of the traffic lights of crossroad is excessively high, and traffic police on duty labours and toil with mind and body.
There is presently no in the city in a city, the crossroad of all roads does not set traffic-control device；Vehicle goes out
It can be not required to stop with crossroad when row, arrived destination of going directly.
Summary of the invention
This technology goal of the invention is to provide a kind of four-way viaduct and its route or travel by vehicle, a kind of four-way viaduct and
Its route or travel by vehicle, it is characterised in that: the planning of 1 part of traffic above-ground, four-way viaduct 9 part, route or travel by vehicle, three
Part forms.
1 part of traffic above-ground: based on ground level, on the ground level of center lot at the parting of the ways, if
There is many places grade separation bridge strut 18.The four direction on road surface determines four orientation of A, B, C, D at the parting of the ways, becomes four-way grade separation
The four-way positioning 14 of bridge 9.On the ground level in four orientation of A, B, C, D, it is equipped with many places ramp pillar 15.Ground level is equipped with
The ground bend 10 of vehicle driving at one, ground bend 10 are from locating to turn right at 13 and D to B to a left side at B at the C of four-way positioning 14
Turn 12 and then 11 compositions of keeping straight on.22 both sides of road of traffic above-ground 1 is equipped with roadside 19, is living area 17 outside roadside 19.
9 part of four-way viaduct: it is made of lateral viaduct 2,3 two parts of longitudinal overpass.Four-way viaduct 9
Four direction, determine A, B, C, D four orientation become four-way positioning 14.Wherein the direction A, B is the setting of longitudinal overpass 3
Direction, vehicle heading 16 are driven towards the direction of B by A, and longitudinal overpass 3 is unidirectional lane 6.C, the direction D is lateral viaduct 2
Setting direction, be two-way lane 7.
2 part of lateral viaduct: the direction C, D of four-way positioning 14 is set, in the upper end of ground level.It is laterally vertical
The bridge floor for handing over bridge 2, is fixed on the grade separation bridge strut 18 that ground level is equipped with, C, D both direction of bridge floor are equipped with lateral bridge slope
The lower end in road 5, lateral bridge ramp 5 is located on ground level.Lateral bridge ramp 5 is supported by many places ramp pillar 15, lateral grade separation
Bridge 2 is set as the two-way lane 7 of vehicle driving.The bridge floor of lateral viaduct 2 and ramp, are equipped with the isolation strip of two-way lane 7
20。
3 part of longitudinal overpass: the direction A, B of four-way positioning 14, the bridge floor setting of longitudinal overpass 3 are set
In the upper end in lateral viaduct Bridge 2 face.The bridge floor of longitudinal overpass 3 is fixed on the grade separation bridge strut 18 that ground level is equipped with.Bridge
A, B both direction in face are equipped with longitudinal bridge ramp 4, and the lower end in longitudinal bridge ramp 4 is located on ground level.Longitudinal bridge ramp 4
It is supported by many places ramp pillar 15 that ground level is equipped with is arranged in, longitudinal overpass 3 is driven towards at B by the A of four-way positioning 14
The unidirectional lane 6 in direction.
Longitudinal bridge ramp 4 at the A, the downlink that the right side guardrail 21 of vehicle heading is equipped with right-hand rotation 13 at one are curved
Road 8, the lower end of downlink bend 8 are connected at the right side guardrail 21 in the lateral bridge ramp 5 at C.The road of the downlink bend 8
Face, upper end are connected on the road face in longitudinal bridge ramp 4, and lower end is connected on the road face in lateral bridge ramp 5.
The bridge floor of the longitudinal overpass 3, in the left side guardrail 21 of vehicle heading, equipped with turning left at one under 12
Row bend 8, the lower end of downlink bend 8 are connected at the right side guardrail 21 in the lateral bridge ramp 5 at D.The downlink bend 8
Road face, upper end is connected on the bridge floor of longitudinal overpass 3, and lower end is connected on the road face in lateral bridge ramp 5.
The bridge floor of the four-way viaduct 9, ramp, downlink bend 8 the left and right sides be equipped with guardrail 21.
Four orientation of A, B, C, D of the described four-way positioning 14, at referred to as A, at B, at C, at D.
The planning part of the route or travel by vehicle: four-way viaduct 9 is a fixed mode, in the region of planning
Interior, a four-way viaduct 9 is set up in the crossroad of each vehicle driving.The position of the ground bend 10 of traffic above-ground 1,
It is the determination according to the orientation of the four-way of four-way viaduct 9 positioning 14.
The route or travel by vehicle: is determined according to the driving direction 16 of the route or travel by vehicle of longitudinal overpass 3
's.Longitudinal overpass 3 is that the unidirectional lane 6 at B is driven towards at A.
The vehicle driving of longitudinal overpass 3 in the planning region: each crossroad of a certain road of setting is all provided with
The four-way viaduct 9 in a vertical same direction thus can achieve the straight trip 11 of this 22 longitudinal overpass 3 of road, turn left
12, right-hand rotation 13 is unblocked.The parallel road 22 of adjacent thereto another, by 14 rotation of four-way positioning of four-way viaduct 9
After 180 degree, it is built up in each crossroad of the road 22, thus makes this road 22 and an adjacent upper road 22,
Form round-trip two-way lane 6.This two road 22 can so reached as the two-way lane of same path 22
To the purpose of vehicle driving.The rest may be inferred, by the crossroad of all vehicle drivings in planning region, sets up a four-way
Viaduct 9.Thus make the vehicle smooth of 3 driving direction 16 of longitudinal overpass in planning region without hindrance.
2 vehicle driving of lateral viaduct in the planning region: because of the vehicle row of the longitudinal overpass 3 in planning region
Route is sailed it has been determined that each crossroad in planning region has set up four-way viaduct 9.
Lateral viaduct 2 is to the two-way lane 7 at D at C, so to the round-trip traveling of vehicle at D at C, straight trip 11 is
It is smooth.Right-hand rotation 13 is at C by the traveling of ground bend 10 to B.Left-hand rotation 12 is at D by the traveling of ground bend 10 to B.
Because setting up for adjacent four-way viaduct 9 is different direction, the orientation at A, at B is checker,
So the vehicle of traveling just reaches any location.
This technology advantageous effect of the invention is: this technology invents a kind of four-way viaduct and its route or travel by vehicle.It is advising
The crossroad of road in partition domain, all roads does not set traffic-control device；It can be not required to when vehicle driving with crossroad
Parking, arrived destination of going directly.The phenomenon that avoiding traffic congestion improves driving efficiency, energy saving, reduces pollution.
Detailed description of the invention
Fig. 1: being each composite structure mutual cooperation relation schematic diagram of four-way viaduct.
Fig. 2: being traffic above-ground schematic diagram.
Fig. 3: being longitudinal overpass route or travel by vehicle schematic diagram.
Fig. 4: being lateral viaduct route or travel by vehicle schematic diagram.
Fig. 5: being four-way viaduct route or travel by vehicle schematic diagram.
Fig. 6: being schematic layout pattern of the four-way viaduct on road.
Fig. 7: the region of four-way viaduct planning, route or travel by vehicle schematic diagram are provided with.
Part name as shown in the figure: 1, traffic above-ground, 2, lateral viaduct, 3, longitudinal overpass, 4, longitudinal bridge ramp, 5,
Lateral bridge ramp, 6, unidirectional lane, 7, two-way lane, 8, downlink bend, 9, four-way viaduct, 10, ground bend, 11, straight trip,
12, turn left, 13, right-hand rotation, 14, four-way positioning, 15, ramp pillar, 16, driving direction, 17, living area, 18, grade separation bridge strut,
19, roadside, 20, isolation strip, 21, guardrail, 22, road.
Specific embodiment: this technology invention is described in further detail in conjunction with attached drawing and specific embodiment:
A kind of four-way viaduct and its route or travel by vehicle, it is characterised in that: 1 part of traffic above-ground, 9 part of four-way viaduct,
The planning of route or travel by vehicle, three parts composition.
1 part of traffic above-ground (Fig. 2): based on ground level, the ground level of center lot at the parting of the ways
On, it is equipped with many places grade separation bridge strut 18.The four direction on road surface determines four orientation of A, B, C, D at the parting of the ways, becomes four
The four-way positioning 14 of logical viaduct 9.On the ground level in four orientation of A, B, C, D, it is equipped with many places ramp pillar 15.Horizon
Face be equipped with one at vehicle driving ground bend 10, ground bend 10 be from four-way positioning 14 C to B place right-hand rotation 13 and D at
Left-hand rotation 12 and then straight trip 11 are constituted to B.22 both sides of road of traffic above-ground 1 is equipped with roadside 19, is life outside roadside 19
Area 17.
9 part of four-way viaduct (Fig. 1): it is made of lateral viaduct 2,3 two parts of longitudinal overpass.Four-way is vertical
The four direction for handing over bridge 9 determines that four orientation of A, B, C, D become four-way positioning 14.Wherein the direction A, B is longitudinal overpass 3
Setting direction, vehicle heading 16 drives towards the direction of B by A, and longitudinal overpass 3 is unidirectional lane 6.C, the direction D is laterally
The setting direction of viaduct 2 is two-way lane 7.
2 part of lateral viaduct (Fig. 1, Fig. 4): the direction C, D of four-way positioning 14 is set, in the upper of ground level
End.The bridge floor of lateral viaduct 2 is fixed on the grade separation bridge strut 18 that ground level is equipped with, and C, D both direction of bridge floor are equipped with
The lower end in lateral bridge ramp 5, lateral bridge ramp 5 is located on ground level.Lateral bridge ramp 5 is supported by many places ramp pillar 15,
Lateral viaduct 2 is set as the two-way lane 7 of vehicle driving.The bridge floor of lateral viaduct 2 and ramp, are equipped with two-way lane 7
Isolation strip 20.
3 part of longitudinal overpass (Fig. 1, Fig. 3): the direction A, B of four-way positioning 14, longitudinal overpass 3 are set
Bridge floor the upper end in lateral viaduct Bridge 2 face is set.The bridge floor of longitudinal overpass 3 is fixed on the viaduct that ground level is equipped with
On pillar 18.A, B both direction of bridge floor are equipped with longitudinal bridge ramp 4, and the lower end in longitudinal bridge ramp 4 is located on ground level.
Longitudinal bridge ramp 4 is supported by many places ramp pillar 15 that ground level is equipped with is arranged in, and longitudinal overpass 3 is by four-way positioning 14
Driven towards at A B prescription to unidirectional lane 6.
Longitudinal bridge ramp 4(Fig. 3 at the A), the right side guardrail 21 of vehicle heading is equipped with right-hand rotation 13 at one
Downlink bend 8, the lower end of downlink bend 8 are connected at the right side guardrail 21 in the lateral bridge ramp 5 at C.The downlink bend
8 road face, upper end are connected on the road face in longitudinal bridge ramp 4, and lower end is connected on the road face in lateral bridge ramp 5.
The bridge floor (Fig. 3) of the longitudinal overpass 3 is equipped at one in the left side guardrail 21 of vehicle heading
12 downlink bend 8, the lower end of downlink bend 8 are connected at the right side guardrail 21 in the lateral bridge ramp 5 at D.The downlink
The road face of bend 8, upper end are connected on the bridge floor of longitudinal overpass 3, and lower end is connected on the road face in lateral bridge ramp 5.
The bridge floor of the four-way viaduct 9, ramp, downlink bend 8 the left and right sides be equipped with guardrail 21.
Four orientation of A, B, C, D of the described four-way positioning 14, at referred to as A, at B, at C, at D (Fig. 1).
The planning part (Fig. 6, Fig. 7) of the route or travel by vehicle: four-way viaduct 9 is a fixed mode, is being advised
In the region drawn, a four-way viaduct 9 is set up in the crossroad of each vehicle driving.The ground bend 10 of traffic above-ground 1
Position, be according to the four-way of four-way viaduct 9 positioning 14 orientation and determination.
The route or travel by vehicle: is determined according to the driving direction 16 of the route or travel by vehicle of longitudinal overpass 3
's.Longitudinal overpass 3 is the unidirectional lane 6(Fig. 1 driven towards at B at A).
The vehicle driving of longitudinal overpass 3 in the planning region: each crossroad of a certain road of setting is all provided with
The four-way viaduct 9(Fig. 3 in a vertical same direction), thus can achieve this 22 longitudinal overpass 3 of road straight trip 11,
12, right-hand rotation 13 of turning left is unblocked.The four-way of four-way viaduct 9 is positioned 14 by the parallel road 22 of adjacent thereto another
After rotating 180 degree, it is built up in each crossroad of the road 22, thus makes this road 22 and an adjacent upper road
22, that is, form round-trip two-way lane 6(Fig. 6).This two road 22 can so be made, such as the two-way lane of same path 22
Equally, achieve the purpose that vehicle driving.The rest may be inferred, and the crossroad of all vehicle drivings in planning region is set up
One four-way viaduct 9.Thus make the vehicle smooth of 3 driving direction 16 of longitudinal overpass in planning region without hindrance.
2 vehicle driving of lateral viaduct in the planning region: because of the vehicle row of the longitudinal overpass 3 in planning region
Route is sailed it has been determined that each crossroad in planning region has set up four-way viaduct 9.Lateral viaduct 2 is at C
Two-way lane 7 to D, so straight trip 11 is smooth to the round-trip traveling of vehicle at D at C.Right-hand rotation 13 is at C by ground
At the traveling to B of face bend 10.Left-hand rotation 12 is at D by the traveling of ground bend 10 to B.Because adjacent four-way viaduct 9
It sets up and is different direction, the orientation at A, at B is checker, so the vehicle of traveling just reaches any location
(Fig. 7).
Claims (7)
1. a kind of four-way viaduct and its route or travel by vehicle, it is characterised in that: traffic above-ground (1) part, four-way viaduct (9)
Partially, the planning of route or travel by vehicle, three parts composition；
Described traffic above-ground (1) part: it based on ground level, on the ground level of center lot at the parting of the ways, is equipped with
Many places grade separation bridge strut (18)；The four direction on road surface determines four orientation of A, B, C, D at the parting of the ways, becomes four-way grade separation
The four-way of bridge (9) positions (14)；On the ground level in four orientation of A, B, C, D, it is equipped with many places ramp pillar (15)；Horizon
Face is equipped with the ground bend (10) of vehicle driving at one；
Described four-way viaduct (9) part: it is made of lateral viaduct (2), longitudinal overpass (3) two parts；Four-way grade separation
The four direction of bridge (9) determines four orientation of A, B, C, D, becomes the four-way positioning (14) of four-way viaduct (9)；
Described lateral viaduct (2) part: being arranged in the upper end of ground level, and the bridge floor of lateral viaduct (2) is fixed on Horizon
On the grade separation bridge strut (18) that face is equipped with, C, D both direction of bridge floor are equipped with lateral bridge ramp (5), lateral bridge ramp (5)
Lower end is located on ground level；
Described longitudinal overpass (3) part: the bridge floor of longitudinal overpass (3) is arranged in the upper end of lateral viaduct (2) bridge floor,
The bridge floor of longitudinal overpass (3) is fixed on the grade separation bridge strut (18) that ground level is equipped with, and A, B both direction of bridge floor are all provided with
There is longitudinal bridge ramp (4), the lower end of longitudinal bridge ramp (4) is located on ground level,
Longitudinal bridge ramp (4) at the A, the right side guardrail (21) of vehicle heading are equipped with the downlink of right-hand rotation (13) at one
Bend (8), the lower end of downlink bend (8) are connected at the right side guardrail (21) of the lateral bridge ramp (5) at C；
The bridge floor of the longitudinal overpass (3) is equipped at one in the left side guardrail (21) of vehicle heading and turns left (12)
Downlink bend (8), the lower end of downlink bend (8) are connected at the right side guardrail (21) of the lateral bridge ramp (5) at D；
The planning part of the route or travel by vehicle: four-way viaduct (9) is a fixed mode, in the region of planning,
A four-way viaduct (9) is set up in the crossroad of each vehicle driving；The position of the ground bend (10) of traffic above-ground (1)
It sets, is the determination according to the orientation of the four-way of four-way viaduct (9) positioning (14)；
The route or travel by vehicle is determined according to the driving direction (16) of the route or travel by vehicle of longitudinal overpass (3)
: longitudinal overpass (3) is that the unidirectional lane (6) at B is driven towards at A；The each crossroad for setting a certain road, sets up
The four-way viaduct (9) in one same direction；And another parallel road adjacent thereto, by the four of four-way viaduct (9)
After logical positioning (14) rotation 180 degree, it is built up in each crossroad of the road, and so on.
2. four-way viaduct according to claim 1 and its route or travel by vehicle, it is characterised in that: the ground bend
It (10) is to be constituted from locating to turn right to B at the C of four-way positioning (14) to B place's left-hand rotation (12) and then straight trip (11) at (13) and D；Ground
Road (22) both sides of face traffic (1) is equipped with roadside (19), and it is living area (17) that roadside (19) are external.
3. four-way traveling branch bridge according to claim 1 and its traffic route, it is characterised in that: the four-way positioning
(14)；
Wherein the direction A, B is the setting direction of longitudinal overpass (3), and vehicle heading (16) is driven towards the direction of B by A, is single
To lane (6)；C, the direction D is the setting direction of lateral viaduct (2), is two-way lane (7).
4. four-way traveling branch bridge according to claim 1 and its traffic route, it is characterised in that: the lateral bridge slope
Road (5) is supported by many places ramp pillar (15)；Lateral viaduct (2) is set as the two-way lane (7) of vehicle driving；Lateral grade separation
The bridge floor of bridge (2) and ramp are equipped with the isolation strip (20) of two-way lane (7).
5. four-way traveling branch bridge according to claim 1 and its traffic route, it is characterised in that: longitudinal bridge slope
Road (4) is supported by many places ramp pillar (15) that ground level is equipped with is arranged in；Longitudinal overpass (3) is to position (14) by four-way
Driven towards at A B prescription to unidirectional lane (6).
6. four-way traveling branch bridge according to claim 1 and its traffic route, it is characterised in that: the four-way grade separation
The bridge floor of bridge (9), ramp are equipped with guardrail (21) at left and right sides of downlink bend (8).
7. four-way traveling branch bridge according to claim 1 and its traffic route, it is characterised in that: the four-way positioning
Four orientation of 14 A, B, C, D, at referred to as A, at B, at C, at D.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811056536.XA CN108999041A (en) | 2018-09-11 | 2018-09-11 | Four-way viaduct and its route or travel by vehicle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811056536.XA CN108999041A (en) | 2018-09-11 | 2018-09-11 | Four-way viaduct and its route or travel by vehicle |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108999041A true CN108999041A (en) | 2018-12-14 |
Family
ID=64590955
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811056536.XA Pending CN108999041A (en) | 2018-09-11 | 2018-09-11 | Four-way viaduct and its route or travel by vehicle |
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| Country | Link |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113597488A (en) * | 2019-03-11 | 2021-11-02 | 都快通(北京)交通疏导设备有限公司 | Overpass for multiple road directions, road system and road driving method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU3723599A (en) * | 1998-07-01 | 2000-01-24 | Marko Jakara | Intersection with unhindered traffic flow |
| CN201080585Y (en) * | 2007-06-29 | 2008-07-02 | 李力 | Unidirectional straight-through crossroad for crossroad |
| CN102286903A (en) * | 2011-06-10 | 2011-12-21 | 邱世军 | Four-layer overpass |
| CN202390738U (en) * | 2011-12-21 | 2012-08-22 | 李现荣 | Novel flyover |
| CN104947557A (en) * | 2014-03-27 | 2015-09-30 | 向建新 | Urban road traffic non-cross operation system |
-
2018
- 2018-09-11 CN CN201811056536.XA patent/CN108999041A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU3723599A (en) * | 1998-07-01 | 2000-01-24 | Marko Jakara | Intersection with unhindered traffic flow |
| CN201080585Y (en) * | 2007-06-29 | 2008-07-02 | 李力 | Unidirectional straight-through crossroad for crossroad |
| CN102286903A (en) * | 2011-06-10 | 2011-12-21 | 邱世军 | Four-layer overpass |
| CN202390738U (en) * | 2011-12-21 | 2012-08-22 | 李现荣 | Novel flyover |
| CN104947557A (en) * | 2014-03-27 | 2015-09-30 | 向建新 | Urban road traffic non-cross operation system |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113597488A (en) * | 2019-03-11 | 2021-11-02 | 都快通(北京)交通疏导设备有限公司 | Overpass for multiple road directions, road system and road driving method |
| CN113597488B (en) * | 2019-03-11 | 2022-11-01 | 都快通(北京)交通疏导设备有限公司 | Overpass for multiple road directions, road system and road driving method |
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Application publication date: 20181214 |