CN101008171A - Obstacle-free crossover for city road crossing - Google Patents
Obstacle-free crossover for city road crossing Download PDFInfo
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- CN101008171A CN101008171A CN 200610018291 CN200610018291A CN101008171A CN 101008171 A CN101008171 A CN 101008171A CN 200610018291 CN200610018291 CN 200610018291 CN 200610018291 A CN200610018291 A CN 200610018291A CN 101008171 A CN101008171 A CN 101008171A
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Abstract
The invention discloses a barrier-free overpass at the cross of city road. The invention sets the overpasses in different methods according to the directions of vehicles, to realize the cross of vehicles at the cross road when the vehicle drives up on the road first and down the overpass later. Therefore, the vehicles at different directions can automatically complete the cross at the cross road. And the invention sets station on the overpass and set the stop through to the ground road under the station, and sets the vehicle lines via the station and road bars at different directions, to steer vehicle at different directions. The invention can save cost and utilize the cross road.
Description
The present invention relates to a kind of design or layout field of road, especially relate to a kind of overpass bridge of road right-angled intersection, specifically a kind of obstacle-free crossover for city road crossing.
Develop rapidly along with modern economy, compatriots enter the epoch that take a bus instead of walking comprehensively, though city road network begins progressively to form, in order to alleviate the vehicle that traffic sharply increases, but in the crossroad of the intertwined point of road network, the traffic lights control mode that generally adopt in the T-shaped road junction, itself but becomes one of root of traffic jam, so the intersection grade separationization is subject to people's attention day by day.Present various ways such as the related cloverleaf formula of the crossroad overpass bridge that generally adopts of China, annular, rhombus, they all have floor space big, are difficult to take into account pedestrian and motor vehicle and pass through problem such as city road crossing and still treat further solution.
Retrieve design and the graded crossing or the connection mutually of relevant road through new patent searching, a kind of flyover-crossing bridge for vehicle changing road to run in wrong direction is disclosed as patent application 95110220, use the method for lane change bridge in the overpass bridge district, the right side direct motion is become the left side drives in the wrong direction, each road vehicles is taken their own roads, reasonable diffluence does not have loop ramp.
This overpass bridge realizes that under the situation that loop ramp is not set lane change is retrograde, can make vehicle shunting, overpass bridge has been saved certain floor space, can make vehicle shunting, under the bigger situation of vehicle flowrate, the speed of shunting is limited, easily produces and stops up, stopping a little of no bus, the pedestrian is difficult to pass through the crosspoint, crossroad.
Patent application 01125357 discloses a kind of two-layer intercommunicated overpass with separated traffic lanes and pavements, left turn lane in four tunnel is caused the outer course in left side with bridge crossing, with the same layer in the right-turn lane of people having a common goal's direct motion, insert the track of another axial outlet section after turning to together, with the bridge crossing original position of the left turn lane on each road to intersecting one section road that does not have traffick that the edge, center reserves, do the sidewalk and build pedestrian overcrossing, form ground " ten " font People's Bank of China stereo channel, in the floor space of original path at grade intersection, realize that with two-layer structure the ground stereoscopic of people's car intersects.
Two-layer intercommunication footway and vehicular travelway separated technical scheme is that the left turn lane in four tunnel is caused the outer course in left side with bridge crossing, reach another axial outlet section of overpass bridge, intersect one section road that does not have traffick that the edge, center reserves in addition, do the sidewalk and build pedestrian overcrossing, realized People's Bank of China's stereo channel, but also improved the construction cost of overpass bridge, this mode has great obstruction for the efficient of vehicle pass-through on the overpass bridge, shunting speed is limited, easily produces and stops up.
Patent application 01128389 discloses cross-shape double-layered non-cross overpass, at the ring road that is provided with the upstream or downstream of oblique bending between two adjacent cross one another tracks on two planes inequality, links up two adjacent tracks.On the right side of track direct of travel, indicate the triangle zebra stripes with the intersection of ring road, the direction of leading to overpass bridge in the track indicates track token passing, center lines and lines, the upright projection of the square shape that is surrounded by ring road and track on the bottom surface is thrown the district and is constituted green land or parking lot, can make the vehicle of all directions all can go to the left lateral track by the right lateral track.This technical scheme is by at the ring road that is provided with the upstream or downstream of oblique bending between two adjacent cross one another tracks on two planes inequality, link up two adjacent tracks, the setting of obvious four ring roads greatly promotes the floor space of overpass bridge, complex structure, the detour time lengthening of vehicle on overpass bridge, and the car of ring road under capable easily scramble for roads with the direct lane vehicle and travel, and can not solve pedestrian convenient walking and change direction on overpass bridge.
Interchange viaduct like that, their some common parts of structure from bridge, overpass bridge is two layers, the upright crunode of traffic route is too concentrated at the parting of the ways, exist vehicle shunting slow, easily stop up, people by the crossroad, the drawback of changeing, riding in a bus inconvenience, and the floor space of overpass bridge is bigger, complex structure, engineering quantity is big, and space availability ratio is low.
The present invention is mainly according to the vehicle of different directions, on road, take earlier or the back divided lane set up overpass bridge, utilize vehicle go up earlier and earlier down the mode of overpass bridge realize the needed whole cross-cutting issues of vehicle; And platform, platform are set on the grade separation bridge floor stair that lead to ground level road are set again, utilize platform and guard against error railing to isolate the route or travel by vehicle of arranging on the different directions simultaneously, realize the turn inside diameter of different directions and make things convenient for the pedestrian to transfer to public transit vehicle at the parting of the ways.Such design is the vehicle of the straight-line travelling on a road on the cross road, can both before reaching the crossroad, guide on the overpass bridge and travel, if build underground track again, solve the vehicle ' problem of straight-line travelling on this road, the crossroad ground level road is just given pedestrian and non motorized vehicle fully and is passed the crossroad or transfer to the bus vehicle.The present invention generally speaking can avoid some shortcomings of existing crossroad overpass bridge, can realize following purpose simultaneously:
One, provides a kind of crossroad obstacle-free crossover with urban road of human oriented design characteristics, platform is set on overpass bridge, ground level road allows in pedestrian, non power driven vehicle or the motor vehicles (for example unloaded taxi etc.) of particular restriction is arranged, make things convenient for the pedestrian to walk, change by bus, avoid people, car to meet and the traffic accident that produces.
Two, provide the driving of a kind of nothing a direct crosspoint, no ring road closed circuit, no traffic lights, have and turn round the track in the same way, shunt fireballing obstacle-free crossover for city road crossing.
Three, provide a kind of floor space little, can utilize under the obstacle-free crossover of crossroad path area to build parking place or commercial location, become the schemes such as land resources that effectively utilize urban road.
Four, a kind of possibility of comprehensive integration urban traffic order is provided.The present invention makes way for pedestrian, non power driven vehicle to the crossroad ground level road, be particularly useful for the fundamental realities of the country of China as bicycle big country, simultaneously also can greatly develop green traffic, for example in the city, develop electric motor car, add to have and turn round the track, also created certain condition for the one-way street that the city small streets is transformed into motor vehicle.
Fig. 1 is an overpass bridge ground floor road track schematic diagram.
Fig. 2 is an overpass bridge aerial layer road vertical view (exposed part that comprises ground floor).
Fig. 3 is an overpass bridge subterranean layer road schematic diagram.
Fig. 4 is the schematic diagram after overpass bridge ground floor (Fig. 1) and subterranean layer (Fig. 3) road track merge.
The present invention considers overpass bridge construction cost problem, two kinds of different designs schemes of special proposition, and scheme (one) be made of Fig. 1, Fig. 2, Fig. 3; Scheme (two) be made of Fig. 2, Fig. 4; Now, described separately simultaneously as claim of the present invention:
(1)
Among Fig. 1, the represented class figure of I is stair; The represented class figure of II is the stair mouth; Class figure shown in the III is the lead-in wire bridge; Class figure shown in the IV is zebra stripes; Class figure shown in the V is the bridge post; Class figure shown in the VI is for omitting line; Class figure shown in the VII is a track separator bar in the same way; Class figure shown in the VIII is the Lane Closed line.A, C, E, G represent the right arterial highway on the major trunk roads respectively, and B, D, F, H represent the left arterial highway on the major trunk roads respectively.O
1, O
2It is respectively the position, access in vehicle turnover subterranean layer track.T
1, T
2It is respectively the stair mouth position that enters the subterranean layer platform from ground floor.T
3, T
4, T
5, T
6T
7, T
8Stair or stair position for aerial layer overpass bridge platform from ground floor.
Class figure shown in figure (two) I is a platform; Class figure shown in the II is the lead-in wire bridge; Class figure shown in the III is the stair mouth; Class figure shown in the IV is for omitting line; Class figure shown in the V is a track separator bar in the same way; Class figure shown in the VI is the Lane Closed line.A, C, E, G represent the right arterial highway of major trunk roads respectively, and B, D, F, H represent the left arterial highway of major trunk roads respectively.1,2......, 35, digitized representation tracks (or position) such as 36.T
1, T
2, T
3, T
4, T
5, T
6The expression platform leads to the stair mouth position of ground level road.L
1, L
2, L
3, L
4Be illustrated respectively in the overpass bridge between the overpass bridge center, connection crossroad built on the road and the lead-in wire bridge.
Among the figure (three), the class figure shown in the I is separator bar in the same way; Class figure shown in the II is the Lane Closed line; Shown in III and the IV is the lead-in wire bridge that enters the subterranean layer track.U, V represent subterranean layer track platform respectively; T
1, T
2Represent that respectively the subterranean layer platform leads to the stair or the stair position of ground floor.
Urban road cross road is divided into (Y), the positive and negative four direction of (X) diaxon is four major trunk roads, and each direction major trunk roads all has coaxial forward travel track (this paper claims left arterial highway without exception) and reverse driving track (this paper claims right arterial highway without exception).
In this manual, left arterial highway, orientation, right arterial highway are meant the view person contrary (X) axle are positive and negative, (Y) positive direction is consistent with view person's orientation, right-hand man place during view respectively; The left and right orientation of left and right turning orientation and vehicle heading is consistent.
Obstacle-free crossover for city road crossing is erected on crossroad and the turnpike road, (the present invention also provides in order to save the overpass bridge construction cost to be divided into totally three layers of aerial layer, ground floor and subterranean layers, can change into three layers two-layer---also promptly do not build the design scheme of subterranean layer, this scheme is attached to the manual back as one of invention claim).The aerial layer overpass bridge for (Y) axle on positive and negative direction all motor vehicles and (X) all left-hand bends, the right-hand bend motor vehicles on the positive and negative direction of axle are current; Subterranean layer has Four-Lane Road, supplies the motor vehicles of the straight-line travelling on the right arterial highway on the positive and negative direction of (X) axle current respectively; Ground floor is mainly for current (if do not build subterranean layer, being described by explanation (two)) such as pedestrian, non power driven vehicle or other particular motor vehicle again.
On the right arterial highway (C) of the positive and negative direction of (Y) axle, (A), respectively be provided with earlier three tracks (3 '), (4 '), (5 ') lead-in wire bridge and (3), (4), (5) lead-in wire bridge in the same way, lead all straight-line travellings, left-hand bend and right-hand bend vehicle etc. on the positive and negative direction right lane of (Y) axle to enter overpass bridge aerial layer (L respectively
2), (L
1) locate.On the right arterial highway (E) of the positive and negative direction of (X) axle, (G), respectively be provided with earlier an one way road (15 '), (15) lead-in wire bridge, lead the left-hand bend vehicle on the positive and negative direction of (X) axle to enter overpass bridge aerial layer (L respectively
3), (L
4) locate (L
3), (L
4) be to cross over the outside, coaxial left arterial highway to become the reverse driving track; On the right arterial highway (E) of the positive and negative direction of (X) axle, (G), before entering the overpass bridge central area, respectively be provided with an one way road (12 '), (12) lead-in wire bridge again, lead right-hand bend vehicle, revolution vehicle on the right arterial highway (E) of the positive and negative direction of (X) axle, (G) to enter overpass bridge aerial layer (35 '), (35) are located; (X) edge (13 '), (14 '), (13), (14) track enter the overpass bridge subterranean layer and pass through the crossroad vehicle of the straight-line travelling on the right arterial highway of the positive and negative direction of axle respectively.
Kerb lane is provided with platform (P), (R) that can stop bus in arterial highway, overpass bridge aerial layer (Y) axle positive and negative direction left side, respectively in order to stop the right-hand bend public transit vehicle on the positive and negative direction of (X) axle; Overpass bridge aerial layer cross central area is provided with platform (N), can stop the public transit vehicle of (Y) direction of principal axis straight-line travelling; In close (Y) axle both sides and respectively on the positive and negative direction overpass bridge aerial layer of (X) axle, respectively be provided with platform (M), (Q), supply on the public transit vehicle, the positive and negative direction of (X) axle of the left-hand bend of (Y) axle on positive and negative direction, right-hand bend common stop (above narration are all by shown in the figure two) such as left-hand bend vehicle respectively.
At the overpass bridge subterranean layer, the both sides, track is respectively equipped with platform (U), (V), supplies the public transit vehicle of straight-line travelling on the positive and negative direction of (X) axle to stop (shown in figure three) respectively.
Travel at the positive and negative direction overpass bridge aerial layer (L of (Y) axle
2), (L
1) the straight-line travelling vehicle located, the left-hand bend vehicle, edge (24 ') after slightly turning, (23 '), (24), (23) lanes, when entering the overpass bridge central area, the straight-line travelling vehicle is respectively along (24 '), (24) travel, wherein public transit vehicle is respectively through (32 '), (33) platform (N) is stopped in the track, other motor vehicles are through (33 ') (32) lanes, (32 '), (33), (33 '), (32) vehicle on all drives to (25) respectively, (25 ') track, the overpass bridge aerial layer is to the ground floor track under the lead-in wire bridge, on ground floor, vehicle is respectively through overpass bridge aerial layer (L
1), (L
2) below turns and to enter left arterial highway (B), (D) on the negative, positive direction of (Y) axle; The positive and negative direction of (X) axle is turned left to be bent in left-hand bend vehicle warp (23 '), (23) track, wherein public transit vehicle is diverted to (31 '), (31) track, rest in platform (M), (Q) respectively, other motor vehicles are edge (29 '), (29) or (30 '), (30) lanes respectively, all right overpass bridge aerial layer (28 '), the place, (28) track of sailing to of bus and other motor vehicles; Travel at the positive and negative direction overpass bridge aerial layer (L of (Y) axle
2), (L
1) the right-hand bend vehicle located, at (L
2), (L
1) locate respectively to use Correct Lane with the vehicle of other direction, along track, (26 ') (26), turn left to be bent to the negative, positive direction of (X) axle in the overpass bridge central area, bus enters (31), (31 ') track, rest in platform (Q), (M) respectively, other motor vehicles are edge (30), (30 ') or (29), (29 ') lanes respectively, all right overpass bridge aerial layer (28), the place, (28 ') track of sailing to of bus and other motor vehicles; All vehicles at (28 '), (28) track place all play the lead-in wire bridge, drive to the ground floor road, and on the ground floor road, straight-line travelling enters left arterial highway (F), (H) on the positive and negative direction of (X) axle.
Travel and located the right-hand bend vehicle and turned round vehicle in the same way in (X) axle positive and negative direction overpass bridge aerial layer (35 '), (35), turn round in the same way vehicle in (35 '), (35) locate to turn respectively (28 '), (28) are located, back down lead-in wire bridge is turned back to left arterial highway on the positive and negative direction of (X) axle; Turn right in (35 '), behind one section of (35) right-hand bend vehicle straight-line travelling of locating and to be bent to the positive and negative direction of (Y) axle, public transit vehicle is respectively along (21 ') (21) lanes, rest in (P), (R) platform more respectively, other motor vehicles are respectively along (22 '), (22) lanes, vehicle on (21 ') (21), (22 '), (22) track plays the lead-in wire bridge again, and straight line enters (Y) axle positive and negative direction ground floor (D), (B) left arterial highway.Travel at the positive and negative direction overpass bridge aerial layer (L of (X) axle
3), (L
4) the left-hand bend vehicle located, after slightly turning, stride into the left-lane outside along (34 '), (34) reverse lanes, the public transit vehicle shunting, travel in (36 ') respectively, (36) track, stop (M), (Q) platform, other motor vehicles are along (37 '), (37) lanes, public transit vehicle and other motor vehicles all turn left to drive to (Y) axle negative, positive direction (27), (27 ') locate down the lead-in wire bridge, from the overpass bridge aerial layer to the ground floor track, on the ground floor track, vehicle is respectively through overpass bridge aerial layer (L
1), (L
2) the below turning driving is to (Y) axle left arterial highway (B), (D) (above by shown in figure one, the figure two) on negative, positive direction.
At (X) axle just, negative direction needs the vehicle of straight-line travelling, through ground floor (X) axle just, losing side is (13 ') on the arterial highway to the right, (14 '), (13), (14) the lead-in wire bridge enters subterranean layer (41 ') under the track, (40 '), (41), (40) track, public transit vehicle is respectively along (41 '), (41) track rests in (V) respectively, (U) platform, other motor vehicles are respectively along (40 '), (40) lanes, public transit vehicle and other motor vehicles continue to travel and go up the lead-in wire bridge respectively through (38), (39) (38 '), (39 ') are just entering (X) axle, arterial highway, a negative direction ground floor left side is (above by figure one, shown in the figure three).
Ground floor (figure one) (Y), the positive and negative four direction of (X) diaxon is eight tracks such as (10 '), (1 '), (1), (10), (11 '), (20 '), (11), (20) on four major trunk roads, it is the road that the motor vehicles that travel for pedestrian, bicycle (bicycle or electric motor car) and speed limit (need enter the vehicle of the small streets not far from the crossroad or unloaded hackney vehicle etc.) are walked, the crossroad can be passed voluntarily along zebra stripes in the ground floor center at the parting of the ways.The vacant place at the center, ground floor crossroad of aerial layer overpass bridge below, available ombrophyte is built the green area, and the spaced portions place is zones such as parking lot or small commodity market as building simultaneously.
(2)
The overpass bridge structure that above manual () is set forth can be modified to ground floor and aerial layer double-layer structure by three layer constructions such as original subterranean layer, ground floor, subterranean layers, no longer build subterranean layer, can greatly simplify the overpass bridge structure like this, also can save a large amount of construction costs, so the present invention proposes explanation separately to this design, as one of claim of the present invention.Specifically be provided with shown in the figure four, set forth its track below and arrange and other function design.
Figure four is merged and is become new overpass bridge Design Mode by figure one ground floor schematic diagram and figure three subterranean layer schematic diagrames, only the problem that relates to is set forth below, and is consistent for what do not set forth with explanation (), is here omitted.
Among the figure (four), the class figure shown in the I is a platform; Class figure shown in the II is lead-in wire bridge abutment position; Class figure shown in the III is the stair position; Class figure shown in the IV is for omitting line; Class figure shown in the V is a track separator bar in the same way; Class figure shown in the VI is the Lane Closed line; Class figure shown in the VII is a bridge post approximate location; A, C, E, G represent (X), (Y) axle right arterial highway of positive and negative four directions on major trunk roads respectively, and B, D, F, H represent the left arterial highway on the major trunk roads respectively.1,2 ..., 20,1 ', 2 ' ... 20 ' respectively represent the vehicle driving track on the different arterial highways; T
1, T
2, T
3, T
4, T
5, T
6T
7, T
8It is respectively the stair position of each platform of aerial layer overpass bridge from the ground floor.U, V are illustrated respectively in the gate position of the required stop of vehicle of straight-line travelling on the positive and negative direction of ground floor (X) axle.K
1, K
2, K
3Represent the zebra stripes position respectively.
The present invention does improvement like this, just only relate to (X) axle, the vehicle to run problem of straight-line travelling on the right arterial highway of negative two directions, shown in figure four, (X) axle just, the vehicle of straight-line travelling is respectively along (17 ') on the right arterial highway of negative two directions, (18 '), (13), (14) track is directly in the ground floor travels down, public transit vehicle is respectively along (18 '), (13) track rests in U, the V platform, other motor vehicles are respectively along (17 '), (14) exercise in the track, the center is just directly entering (X) axle respectively through after slightly turning at the parting of the ways, (16) on the arterial highway, negative two a directions left side, (17), (14 '), (15 ') track.
The ground floor road has been owing to arranged traffic route, and the walking that needs straight line to pass the pedestrian and non motorized vehicle of crossroad on (Y) direction of principal axis need make the following changes: the pedestrian is by stair T
3, T
6Enter aerial layer platform N (shown in figure two), the platform on the aerial layer overpass bridge (N) can increase certain width (about 6 meters), has both transferred to the platform of bus as the pedestrian, also passes the pedestrian's of road foot bridge as needs; Non power driven vehicle passes the track if desired at the parting of the ways, (Y) needs straight line to pass road on the direction of principal axis, can be at ground floor track both sides (K
2The zebra stripes position) place's traffic lights is set, in addition, when building overpass bridge, comparatively speaking, can be according to the vehicle flowrate size, (Y) axle track road overpass bridge is arranged on the bigger direction road of vehicle flowrate, (X) the direction of principal axis overpass bridge is set on the less road of vehicle flowrate, so not only can reduce traffic lights to needing straight line to pass the clogging that the crossroad vehicle might cause on (X) axle, because (X) the direction of principal axis vehicle flowrate is less, also can be designed to two tracks (before platform, increasing to Four-Lane Road) to the Four-Lane Road of (X) axle ground floor straight-line travelling, can shorten the non power driven vehicle that crosses its track like this and pass the needed time of track.
In a word, the obstacle-free crossover for city road crossing that the present invention is designed has following remarkable advantage:
1, human oriented design. The present invention has thoroughly solved the pedestrian and has walked road in the intersection, down town, turns to, rides in a bus Etc. problems. For example, the present invention is layer viaduct center on the ground, is provided with the platform (N) of stopping public transit vehicle and (is illustrating two In serve as again the overpass effect), on (Y) axle both sides, (X) axial aerial layer viaduct, respectively be provided with platform (M), (Q), in (X) axle both sides, (Y) direction of principal axis aerial layer viaduct outside is respectively equipped with platform (P), (R), at subterranean layer The both sides, track are provided with platform (U), (V), and all near the center of crossroad, not only the part platform can for these seven platforms With the road that becomes nature isolation different directions vehicle thing is set, also being very easy to people turns at the parting of the ways, takes advantage of towards each The public transit vehicle of individual direction; Simultaneously, because the effect of viaduct, ground floor cross road-center is all conveyed pedestrian's walking, institute With, traffic lights (although illustrate that two are provided with traffic lights, the pedestrian can be diverted to platform N) need not be set, the pedestrian can not appear With the vehicle current phenomenon that scrambles for roads, made things convenient for the pedestrian to lead at the parting of the ways all directions, can in time evacuate the urban road center The stream of people of crossroad.
2, the design concept advanced person of turn inside diameter, intersection shows: (1) on road or earlier or rear or divided lane set up Viaduct; (2) on the viaduct platform is set; The design takes full advantage of the advantage of viaduct, and different directions goes driving to Different viaduct tracks is separately built in the track, utilizes the vehicle of different directions to go up earlier, rear upper, the mode of descending earlier viaduct, Vehicle has just been settled a dispute by the parties concerned themselves in the process of road going, and the motor vehicles on the different directions need to turn at the parting of the ways, intersection Etc. problems. For example, the present invention arranges respectively a bicycle of going up earlier the aerial layer viaduct on (X) positive and negative direction road Lead-in wire bridge in road is crossed over the outside, coaxial left arterial highway and is formed the reverse driving track, solved the upper right arterial highway of the positive and negative direction of (X) axle (E), (G) need on to turn left and be bent to the problem of the Vehicle Driving Cycle that (Y) direction of principal axis goes; The bicycle road of rear upper aerial layer viaduct is set again The lead-in wire bridge, having solved needs on the upper right arterial highway of the positive and negative direction of (X) axle (E), (G) to turn right is bent to (Y) direction of principal axis and goes The problem of Vehicle Driving Cycle; In the positive and negative direction of (Y) axle three tracks lead-in wire bridge is set earlier, behind the aerial layer viaduct, for straight line Separate with the viaduct track of travelling for right-hand bend in the viaduct track of travelling, turning left to travel, and it is positive and negative to have solved (Y) axle Vehicle on the right arterial highway of direction (A), (C) and descend earlier viaduct need to enter the positive and negative direction of (Y) axle and do the intersection in track etc. Problems. The present invention to the track of all directions turn, arranged in a crossed manner complete, rationally symmetrical, do not have the direct crosspoint of driving, No closed circuit, the car shunt volume is big and rapidly, the efficient height has been avoided the congested with cars phenomenon effectively.
3, effectively utilize crossroad and road Land Utilization. The design provides a kind of and has built viaduct at road Scheme does not have loop ramp, has saved to the utmost the floor space problem of the road of central area, crossroad, has solved Existing traffic system particularly crossing, center causes the low problem of path area utilization rate because traffic lights are set, and is rough according to me Estimate that city crossroad center path area is person more than 900 square metres, the crossroad just has the wide above person in 6 * 7 tracks Can build such viaduct, can set up 5000 to 10000 square metres (to remove at surface road under the viaduct simultaneously Viaduct post, pedestrian road, greenbelt are outer) parking lot or commercial location, fully improved making of the shared soil of urban road Use efficient.
4, be conducive to integrate the urban transportation order. The present invention makes way for pedestrian, non power driven vehicle to the T-shaped road junction surface road, no But be practically applicable to the national conditions that I cross bicycle big country, also be conducive to develop green traffic---such as electric motor car, reduce city locomotive tail The air pollution that gas causes. Simultaneously, owing to the revolution track, be convenient to the single file that the city is transformed into small streets motor vehicles The urban transportation order can be integrated thus in the track comprehensively.
5, by explanation two, can greatly simplify the overpass bridge project organization, save a large amount of construction costs, though building the land area of parking lot or commercial location on the ground floor road has dwindled, but can prolong aerial layer overpass bridge construction length on (Y) direction of principal axis, remedy this shortcoming---and build the parking lot with in the city, needing to look in addition, utilizing advantage of the present invention to solve city driving problem difficult, parking difficulty should be the development trend of future city road construction.
Claims (5)
1, the obstacle-free crossover for city road crossing that sets up on the at the parting of the ways a kind of and road, it is characterized in that: on the right arterial highway of the positive and negative direction of (Y) axle, earlier respectively establish a lead-in wire bridge of multilane in the same way, lead all straight-line travellings, left-hand bend and right-hand bend vehicle etc. on the positive and negative direction right lane of (Y) axle to enter the overpass bridge aerial layer respectively.On the right arterial highway of the positive and negative direction of (X) axle, respectively be provided with earlier an one way road lead-in wire bridge, lead the left-hand bend vehicle on the positive and negative direction of (X) axle to enter the overpass bridge aerial layer respectively, crossing over the outside, coaxial left arterial highway becomes the reverse driving track; On the right arterial highway of the positive and negative direction of (X) axle, after respectively establish an one way road lead-in wire bridge again again, lead right-hand bend vehicle, revolution vehicle on the right arterial highway of the positive and negative direction of (X) axle to enter the overpass bridge aerial layer; (X) vehicle of the straight-line travelling on the right arterial highway of the positive and negative direction of axle enters the overpass bridge subterranean layer respectively and passes through the crossroad.
2, a kind of platform is set on overpass bridge, and the obstacle-free crossover for city road crossing of the stair lead to ground level road is set, it is characterized in that: respectively establish the platform that to stop bus at arterial highway, overpass bridge aerial layer (Y) axle positive and negative direction left side kerb lane, in order to stop the right-hand bend public transit vehicle on the positive and negative direction of (X) axle respectively; A platform is established in overpass bridge aerial layer cross central area, can stop the public transit vehicle of (Y) direction of principal axis straight-line travelling; In close (Y) axle both sides and respectively on the positive and negative direction overpass bridge aerial layer of (X) axle, respectively establish a platform, supply respectively to stop when the left-hand bend vehicle is equal on the public transit vehicle, the positive and negative direction of (X) axle of the left-hand bend of (Y) axle on positive and negative direction, right-hand bend.In both sides, overpass bridge subterranean layer track, establish a platform (U), (V) respectively, supply the public transit vehicle of straight-line travelling on the positive and negative direction of (X) axle to stop respectively.
3, according to claim 1,2 described a kind of obstacle-free crossover for city road crossing, it is characterized in that: travel at the positive and negative direction overpass bridge aerial layer (L of (Y) axle
2), (L
1) the straight-line travelling vehicle located, the left-hand bend vehicle, edge (24 ') after slightly turning, (23 '), (24), (23) lanes, when entering the overpass bridge central area, the straight-line travelling vehicle is respectively along (24 '), (24) travel, wherein public transit vehicle is respectively through (32 '), (33) platform (N) is stopped in the track, other motor vehicles are through (33 ') (32) lanes, (32 '), (33), (33 '), (32) vehicle on all drives to (25) respectively, (25 ') track, the overpass bridge aerial layer is to the ground floor track under the lead-in wire bridge, on the ground floor track, vehicle is respectively through overpass bridge aerial layer (L
1), (L
2) the below turning driving is to left arterial highway (B), (D) of (Y) axle on negative, positive direction; The positive and negative direction of (X) axle is turned left to be bent in left-hand bend vehicle warp (23 '), (23) track, wherein public transit vehicle is diverted to (31 '), (31) track, rest in platform (M), (Q) respectively, other motor vehicles are edge (29 '), (29) or (30 ') (30) lanes respectively, all right overpass bridge aerial layer (28 '), the place, (28) track of sailing to of bus and other motor vehicles; Travel at the positive and negative direction overpass bridge aerial layer (L of (Y) axle
2), (L
1) the right-hand bend vehicle located, at (L
2), (L
1) locate respectively straight-line travelling and enter overpass bridge central area (26 ') (26) and locate, turn left to be bent to the negative, positive direction of (X) axle along the track, bus enters (31), (31 ') track, rest in platform (Q), (M) respectively, other motor vehicles are edge (30), (30 ') or (29), (29 ') lanes respectively, all right overpass bridge aerial layer (28), the place, (28 ') track of sailing to of bus and other motor vehicles; All vehicles at (28 '), (28) track place all play the lead-in wire bridge, drive to the ground floor road, and on the ground floor road, straight-line travelling enters left arterial highway (F), (H) on the positive and negative direction of (X) axle.
Travel and located the right-hand bend vehicle and turned round vehicle in the same way in (X) axle positive and negative direction overpass bridge aerial layer (35 '), (35), turn round in the same way vehicle in (35 '), (35) track, (28 ') (28) of locating to turn respectively, back lead-in wire bridge down is turned back to arterial highway, (X) axle positive and negative direction left side and travels; Turn right behind one section of the right-hand bend vehicle straight-line travelling and be bent to the positive and negative direction of (Y) axle, public transit vehicle is respectively along (21 ') (21) lanes, rest in (P), (R) platform, other motor vehicles are along (22 '), (22) lanes, the vehicle on (21 ') (21), (22 '), (22) track all play the lead-in wire bridge respectively straight line enter the left arterial highway (D) of the positive and negative direction ground floor of (Y) axle, (B).Travel at the positive and negative direction overpass bridge aerial layer (L of (X) axle
3), (L
4) the left-hand bend vehicle located, after slightly turning, stride into the left-lane outside along (34 '), (34) reverse lanes, (36 ') are exercised in the public transit vehicle shunting, (36) track, stop (M), (Q) platform respectively, other motor vehicles are along (37 ') (37) lanes, public transit vehicle and other motor vehicles all turn left to drive to (Y) axle negative, positive direction (27), (27 ') locate down the lead-in wire bridge, from the overpass bridge aerial layer to the ground floor track, on the ground floor track, vehicle is respectively through overpass bridge aerial layer (L
1), (L
2) the below turning driving is to (Y) axle left arterial highway (B), (D) (above by shown in figure one, the figure two) on negative, positive direction.
At (X) axle just, negative direction needs the vehicle of straight-line travelling, through ground floor (X) axle just, losing side is (13 ') on the arterial highway to the right, (14 '), (13), (14) the lead-in wire bridge enters subterranean layer (41 ') under the track, (40 '), (41), (40) track, public transit vehicle rests in (V) along track, (41 ') (41) respectively, (U) platform, other motor vehicles are along (40 '), (40) lanes, public transit vehicle and other motor vehicles continue to travel and go up the lead-in wire bridge through (38), (39) (38 ') (39 ') are just entering (X) axle, arterial highway, a negative direction ground floor left side is (above by figure one, shown in the figure three).
4, according to the obstacle-free crossover of claim 1,2,3 described a kind of city road crossings, it is characterized in that: (13), (14), (17 '), (18 ') track can be made subterranean layer, or be directly arranged in ground floor.
5, a kind of obstacle-free crossover for city road crossing is characterized in that: ground floor road at the parting of the ways can allow fully (or part) and pass through in pedestrian, non power driven vehicle, and vacant in addition place can be provided with the parking lot or make other purposes.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610018291 CN101008171A (en) | 2006-01-24 | 2006-01-24 | Obstacle-free crossover for city road crossing |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610018291 CN101008171A (en) | 2006-01-24 | 2006-01-24 | Obstacle-free crossover for city road crossing |
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|---|---|
| CN101008171A true CN101008171A (en) | 2007-08-01 |
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ID=38696807
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200610018291 Pending CN101008171A (en) | 2006-01-24 | 2006-01-24 | Obstacle-free crossover for city road crossing |
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| CN (1) | CN101008171A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102277815A (en) * | 2011-04-28 | 2011-12-14 | 张光裕 | Suspension type urban overhead bus channel |
| CN102900000A (en) * | 2011-07-24 | 2013-01-30 | 刘国光 | Full-direction full-straight through direct left-turning right-driving overpass |
| CN103255727A (en) * | 2013-06-03 | 2013-08-21 | 东南大学 | Station for buses of multiple paths to stop |
| CN108166344A (en) * | 2018-01-31 | 2018-06-15 | 冯阳 | Semi-submersible type viaduct |
| CN108729315A (en) * | 2017-04-14 | 2018-11-02 | 李昕龙 | A method of solving urban congestion |
| CN110610543A (en) * | 2018-06-14 | 2019-12-24 | 高德软件有限公司 | Method and device for establishing three-dimensional road surface and intersection |
| CN113005908A (en) * | 2021-02-22 | 2021-06-22 | 广东冠粤路桥有限公司 | Installation method of overline overbridge |
| WO2021129269A1 (en) * | 2019-12-24 | 2021-07-01 | 王伟兵 | Method for guaranteeing on-demand passage |
| CN113174791A (en) * | 2021-04-23 | 2021-07-27 | 李益安 | Five-fork five-bridge five-layer overpass with four bridge floors and no ramp |
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2006
- 2006-01-24 CN CN 200610018291 patent/CN101008171A/en active Pending
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102277815A (en) * | 2011-04-28 | 2011-12-14 | 张光裕 | Suspension type urban overhead bus channel |
| CN102900000A (en) * | 2011-07-24 | 2013-01-30 | 刘国光 | Full-direction full-straight through direct left-turning right-driving overpass |
| CN102900000B (en) * | 2011-07-24 | 2016-06-08 | 刘国光 | Comprehensive complete straight-through direct left-hand rotation right lateral viaduct |
| CN103255727A (en) * | 2013-06-03 | 2013-08-21 | 东南大学 | Station for buses of multiple paths to stop |
| CN103255727B (en) * | 2013-06-03 | 2015-06-03 | 东南大学 | Station for buses of multiple paths to stop |
| CN108729315A (en) * | 2017-04-14 | 2018-11-02 | 李昕龙 | A method of solving urban congestion |
| CN108166344A (en) * | 2018-01-31 | 2018-06-15 | 冯阳 | Semi-submersible type viaduct |
| CN110610543A (en) * | 2018-06-14 | 2019-12-24 | 高德软件有限公司 | Method and device for establishing three-dimensional road surface and intersection |
| CN110610543B (en) * | 2018-06-14 | 2023-05-12 | 阿里巴巴（中国）有限公司 | Method and device for building three-dimensional pavement and intersection |
| WO2021129269A1 (en) * | 2019-12-24 | 2021-07-01 | 王伟兵 | Method for guaranteeing on-demand passage |
| CN113005908A (en) * | 2021-02-22 | 2021-06-22 | 广东冠粤路桥有限公司 | Installation method of overline overbridge |
| CN113174791A (en) * | 2021-04-23 | 2021-07-27 | 李益安 | Five-fork five-bridge five-layer overpass with four bridge floors and no ramp |
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