CN202107957U - Combination tunnel of two right turning and straight going "Y"-shaped bifurcation tunnels - Google Patents
Combination tunnel of two right turning and straight going "Y"-shaped bifurcation tunnels Download PDFInfo
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- CN202107957U CN202107957U CN201120146377XU CN201120146377U CN202107957U CN 202107957 U CN202107957 U CN 202107957U CN 201120146377X U CN201120146377X U CN 201120146377XU CN 201120146377 U CN201120146377 U CN 201120146377U CN 202107957 U CN202107957 U CN 202107957U
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Abstract
The utility model discloses a combination tunnel of two right turning and straight going "Y"-shaped bifurcation tunnels, which is a smooth combination tunnel formed by two independent bifurcation arch tunnels and used for the non-crossing driving of opposite straight going and right turning vehicles at a crossroad. A right turning tunnel is arranged at the right side of a straight going arch tunnel so as to form a "Y"-shaped bifurcation tunnel bifurcating synclastically. The combination tunnel is formed by two "Y"-shaped bifurcation tunnels with opposite crotches and the one-way section of the straight going arch tunnel is located in the crotch of the opposite "Y"-shaped bifurcation bridge bifurcating synclastically. The combination tunnel enables the non-crossing driving of straight going and right turning vehicles on two opposite branch roads at a crossroad, wherein the right turning tunnel can be used as a shared tunnel for both right turning and left turning vehicles. Meanwhile, the right turning is directly realized without redundant bypassing.
Description
Technical field
The utility model belongs to the tunnel that makes the right-angled intersection automobile traffic unimpeded, particularly two independently the Y-shaped tunnel be combined into the craspedodrome motor vehicle that can make the crossroad opposite face (hereinafter to be referred as: straightgoing vehicle) and the right-hand bend motor vehicle (hereinafter to be referred as the have no road occupying unimpeded combination tunnel of the conflict right-hand bend car).
Background technology
At present, the traffic of international and domestic usual friendship crossroad, arterial street is very crowded, often stops up, and is each metropolitan common fault of the whole world.Tracing it to its cause, is because the two road usual friendship, and on the usual friendship crunode, two road are overlapping to have become a road, and the motor vehicles on the two road can only a shared road on node, has lost half the path resource.Add pedestrian, bicycle and motor vehicle and mix row, the result that is inevitable blocks up.In order to solve this difficult problem, people have expected widening the road surface, increase the quantity of crossing runway, but the road surface can not be widened infinitely.People have expected overpass bridge again; But in existing upright civilian bridge design scheme; Can make crossroad direct lane and right-turn lane have no road occupying the conflict the overpass bridge minimum diameter below 120 meters, not only build the cost height, and the crossroad of the two-way six-lane in old urban area can not be built all; Make the crossroad traffic congestion of present old urban area very serious, the frequent traffic paralysis in the crossroad that has.
Chinese patent 200720043390.6 " the full unblocked overpass bridge of individual layer " discloses a kind of unimpeded combining structure associating bridge of establishing a direct puncture bridge and an annular bridge at the parting of the ways.Its shortcoming: the driver must see clearly operation sign at the parting of the ways, in case had little time lane change after not seeing clearly or seeing clearly, can cause promptly entering the place, crossroad in the lane change crosspoint and block up.This overpass bridge can not be used under the road of existing standard.
Chinese patent 200820230509.5 " directly right, left-hand rotation interchange overpass " discloses a kind of overpass bridge; Because the claims and the manual of this patent are very unclear to the description of technical scheme; But as if structure and the defective that just can understand this screen frame shape overpass bridge with Figure of description are: one, increased unwanted height and length: in the by-path position, ground away from the crossroad, continue one section pontic after the craspedodrome bridge passes again and just be connected with ground below the right-hand bend bridge on opposite, make the overhead highly very high of upper layer bridge; Increased the total length of bridge; Make whole pontic not only high not only long but also big like this, waste bridge construction expense has been blocked civic landscape.Two, local damage causes whole the damage: after the right-hand bend bridge passes below the craspedodrome bridge of ground, right side by-path and right-hand bend bridge; Be connected with ground again after the lower bridge section of the craspedodrome bridge of ground, left side by-path flushes; Also make the overhead highly very high of upper layer bridge, increased the total length of bridge, also make whole pontics be connected to a large-scale integral bridge; Once the part of this large-scale integral bridge has geology to change, its part is damaged and just will causes whole large-scale integral bridges to damage.Three, whole bridge becomes screen frame shape area occupied too big: the global shape of overpass bridge is for there being two cornerwise screen frame shape pontics; Requiring the crossroad not have the circular minimum diameter in vacant lot of building is 115 meters; And in the two-way six-lane crossroad of old urban area; Diameter reaches 115 meters almost not having; Just the overpass bridge that provides of this Figure of description almost can not be used for two-way six-lane crossroad, old urban area, even inwardly be recessed to minimum half to right-hand bend bridge and left-hand bend bridge through having only 15.0 meters, the minimum diameter of whole screen frame shape overpass bridge also causes wants 75.0 meters less.
Summary of the invention
The purpose of the utility model provides the road track that meets existing left lateral system traffic specification and arranges; Small size crossroad at two-way six-lane can be built, and two " Y " font bifurcated tunnels are combined into the have no road occupying combined type tunnel, two tunnels of conflict of the direct lane that props up on opposite face ground and right-turn lane.
The design that the utility model solves intersection road occupying conflict point is: at the parting of the ways, there is the road occupying of intersection conflict direct lane that prop up on opposite face ground and right-turn lane, and the right-hand bend car of opposite face ground by-path can not pass through when promptly straightgoing vehicle was current.But the not shared tunnel face that two craspedodrome tunnels will keeping straight on relatively are separate; Make a craspedodrome tunnel after passing the crossroad; Stride across through the right-hand bend tunnel of ground from " Y " font Y-shaped tunnel on opposite; The craspedodrome tunnel that just passes the crossroad goes out the tunnel earth point and more approaches the right-angled intersection center; And craspedodrome tunnel, opposite advance the tunnel point further from the center, crossroad, the distance of advancing the tunnel earth point and going out between the tunnel earth point in two craspedodrome tunnels of opposite face just drops to the right-hand bend length of tunnel that can multilevel traffic needs the degree of depth as right-hand bend tunnel, opposite.Just straight tunnel earth terminal is as long as rose to ground put the zone near the stage casing deep-seated in craspedodrome tunnel, opposite before; Just abdicate the lower position zone on right side for craspedodrome tunnel, opposite; Promptly let the right-hand bend tunnel on opposite directly go out right curved tunnel single file section, in addition the ground by-path multilevel traffic at the parting of the ways of the right-hand bend tunnel of realizing craspedodrome tunnel and opposite at the side bifurcated of turning right.Like this, the right-hand bend tunnel needs only the degree of depth in one deck tunnel, and all makes up the degree of depth that the tunnel the most all has only one deck tunnel, practices thrift the built tunnel expense, and is little to the civic landscape influence, and many tracks leaving the crossroad merge the difficult traffic congestion in track on ground.
The structure of the utility model is:
Two combination tunnels of turning right and keeping straight on " Y " font bifurcated tunnel; Comprise two Y-shaped tunnels; It is characterized in that: all there are a craspedodrome tunnel 2 and a right-hand bend tunnel 3 in each Y-shaped tunnel; Right-hand bend tunnel 3 is positioned at the right side in craspedodrome tunnel 2, and all at a side and craspedodrome tunnel 2 bifurcateds of turning right, this bifurcation is a bifurcation 15 in right-hand bend tunnel 3; Make a craspedodrome tunnel 2 and a right-hand bend tunnel 3 form " Y " font bifurcated tunnel, then two Y-shaped tunnels become two bifurcated " Y " font fork tunnels 1 in the same way;
Each has with right-hand bend tunnel 3 and advances tunnel earth terminal 4 jointly in the craspedodrome tunnel 2 in bifurcated " Y " font fork tunnel 1 in the same way, and advance jointly tunnel earth terminal 4 to two tunnels between the bifurcation 15 section 14 side by side; 1 stage casing deep-seated is put the zone, right-hand bend tunnel 3 and craspedodrome tunnel 2 bifurcateds in the fork of bifurcated " Y " font in the same way tunnel; Right-hand bend tunnel 3 leaves the deep-seated in craspedodrome tunnel 2 and puts the regional bifurcated section 7 that is; Craspedodrome tunnel 2 also has a straight tunnel earth terminal 5, and right-hand bend tunnel 3 also also has a right-hand rotation tunnel earth terminal 6; Earth terminal 5 is a straight tunnel single file section 8 to straight tunnel from bifurcation 15; Earth terminal 6 is a right curved tunnel single file section 13 to the right-hand rotation tunnel from bifurcation 15;
Divide prong relative two to form the combination tunnel in bifurcated " Y " font fork tunnel 1 in the same way, in the combination tunnel, straight tunnel single file section 8 is positioned at the opposite in the same way among the branch prong in bifurcated " Y " font fork tunnel 1.
The technique effect that the design feature of the utility model and preventing accordingly blocks up: with independent discrete two bifurcated " Y " font fork tunnels 1 in the same way; Divide prong composition combination facing each other tunnel; Straight tunnel single file section 8 form of structure in combination tunnel: the part section of each straight tunnel single file section 8 is positioned at the opposite in the same way among the branch prong in bifurcated " Y " font fork tunnel 1, but does not stride across or do not pass opposite curved tunnel, the right side single file section 13 in bifurcated " Y " font fork tunnel 1 in the same way.Make its vehicle that single file section 8 is come out from straight tunnel can pass through straight tunnel earth terminal 5 behind ground; The ground, top of right curved tunnel single file section 13 strides across right curved tunnel single file section 13 from the opposite, just can make right curved tunnel single file section 13 as long as multilevel traffic is realized in the tunnel of a layer depth.And avoided in the disclosed overpass bridge of Chinese patent 200820230509.5 Figure of description, the right curved bridge in straight bridge and opposite is wanted two-layer problem.
Bifurcated " Y " font fork tunnel 1 is meant that right-hand bend tunnel 3 and craspedodrome tunnel 2 have one section side by side in the same way, but right-hand bend tunnel 3 in the stage casing in craspedodrome tunnel 2 deep-seated put regional right side bifurcation 15 arranged.Near bifurcation 15 right-hand bend tunnel 3 preferably has with craspedodrome tunnel 2 sections and closes the clean dark of symbol traffic specification, makes above it and can pass through motor vehicles.Turn right as motor vehicles and use in right-hand bend tunnel 3." in the same way " be meant that the right-hand bend tunnel 3 in two " Y " fonts fork tunnels is all identical with the bifurcated direction in craspedodrome tunnel 2, all bifurcateds of tunnel 3 of promptly turning right on the right side in craspedodrome tunnel 2.So one in the same way the global shape in bifurcated " Y " font fork tunnel 1 be: a right-hand bend tunnel 3 and a craspedodrome tunnel 2 are side by side advancing tunnel earth terminal 4 jointly to bifurcation 15, and this section is two tunnels side by side sections 14 side by side.Craspedodrome tunnel 2 behind the bifurcated is a straight tunnel single file section 8, and the right-hand bend tunnel 3 behind the bifurcated is a right curved tunnel single file section 13.
The craspedodrome tunnel 2 in same bifurcated in the same way " Y " font fork tunnel 1 and the tunnel earth terminal 4 that advances jointly in right-hand bend tunnel 3 can be zonules, and 3 the tunnel points in 2 tunnel points in tunnel and right-hand bend tunnel of then keeping straight on are in same area; In this same area, 3 the tunnel points in 2 tunnel points in craspedodrome tunnel and right-hand bend tunnel can be same positions, or certain longitudinal separation is arranged.
Craspedodrome tunnel 2 is the current tunnels of two ground by-paths that are used for the crossroad opposite face, and " craspedodrome " is meant that motor vehicles arrive the meaning of opposite, crossroad road, and " craspedodrome " is not meant the shape in tunnel, and is meant the purposes in tunnel.
Right-hand bend tunnel 3 is the right-hand bend tunnels that are used for crossroad left lateral traffic system, and " right-hand bend " is that purposes is the meaning of turning right.
The bifurcated section 7 in right-hand bend tunnel 3 is the tunnel construction sections that are used for striding across from ground from the motor vehicles in the craspedodrome tunnel 2 on opposite current usefulness; There are motor vehicles to stride across the degree of depth of needs above the degree of depth of bifurcated section 7 need satisfy, put regional bifurcated so the right-hand bend tunnel 3 in same bifurcated in the same way " Y " font fork tunnel 1 is preferably in the deep-seated that satisfies traffic specification with craspedodrome tunnel 2.
The stage casing in bifurcated " Y " font fork tunnel 1 is provided with deep-seated and puts the zone in the same way; So that the right-hand bend vehicle from ground, left side by-path strides across bifurcated " Y " font fork tunnel 1 in the same way from ground, bifurcated " Y " font fork tunnel 1 can multilevel traffic with the right-hand bend vehicle from ground, left side by-path in the same way thereby realize this.
The optimum position of straight tunnel earth terminal 5: for straight tunnel earth terminal 5 optimum positions of straight tunnel single file section 8 is to be positioned near the opposite bifurcated section 7 top ground locations in bifurcated " Y " font fork tunnel 1 in the same way.As long as make its through vehicles stride across bifurcated section 7 from ground, then the degree of depth of bifurcated section 7 can reduce as far as possible, promptly the degree of depth in one deck tunnel.
The preferred structure in right-hand bend tunnel 3: curved tunnel, the right side in right-hand bend tunnel 3 single file section 13 is preferably to the arcuate structure of two straight tunnel single file section 8 central area indents.Satisfy the gradient for the length that prolongs right curved tunnel single file section 13 and meet the traffic specification requirement, and take ground, crossroad or locus as far as possible less, and the turn fractions of curved tunnel, right side single file section 13 is arranged to the arcuate structure to center, crossroad indent.This preferred structure makes the utility model can be used for having only more than 45 meters between place, diagonal angle, the crossroad building, and the small-sized crossroad of two-way six-lane, can both build the unimpeded tunnel of combination of the utility model.This just makes the utility model can be used for the crossroad, arterial highway in old city, realizes that crossroad part straightgoing vehicle and right-hand rotation car have no road occupying unimpeded.
Curved tunnel, the right side single file section 13 min. turning radius design of arc concaves: the right curved tunnel of two arcs single file section 13 relative beeline length in combination tunnel are L; The min. turning radius of two the right curved tunnel of arc single file sections 13 is R; In the scope of 30.0 meters≤L≤80.0 meter, the relationship of L and R is: R=L ÷ 2.When L=40.0 rice, R=20.0 rice.L is long more, explains that the crossroad area is big more, and then turning radius R can be big more, and the right curved tunnel of arc single file section 13 can be born the fast more travel speed of motor vehicle.
What " right side " " left side " in the described the right of the utility model or the left side, the right side or the left side, right side left side was meant that the people stands in some bifurcateds in the same way " Y " font fork tunnel 1 enters tunnel earth terminal 4 positions jointly, in the face of the opposite in the same way the tunnel earth terminal 4 that advances jointly in bifurcated " Y " font fork tunnel 1 go to judge " right side " or " left side ".
Described two tunnels of the utility model section 14 side by side comprise two tracks at least.
Described track of the utility model or tunnel are can pass through at least road or the tunnel of a motor vehicle, but described track or tunnel do not limit width, can increase width many cars side by side.
The described craspedodrome of the utility model tunnel 2 is meant that the travel direction of motor vehicles in the tunnel is to keep straight on to pass the tunnel of crossroad for purpose; But descending and upward slope that the horizontal depth meaning is arranged; So the shape in craspedodrome tunnel 2 can be rectilinear form or curved shape; When actual built tunnel, the shape in craspedodrome tunnel 2 is shaped as according to confirming with surface road.
The described right-hand bend of the utility model tunnel 3 is meant the tunnel that the motor vehicles that are used to turn right use.The right side bifurcated is put at the deep-seated in craspedodrome tunnel 2 in the right-hand rotation tunnel of left lateral system, and the direction that right-hand bend tunnel 3 is directly bent to right is turned, and does not need to do unnecessary detouring from ground, left side by-path and ground, opposite by-path.
The described left lateral system of the utility model refers to motor vehicles left-hand traffic management system.
The described intersection road occupying of the utility model conflict refers to the traffic conflict between the motor vehicles at the parting of the ways.
The described deep-seated of the utility model is put tagma, the tunnel section that the zone is meant the top motor vehicles degree of depth of passing through.
It is that " car " or " vehicle " of bicycle is meant motor vehicle or refers to motor vehicles that the utility model does not indicate.
The advantage of the utility model:
One, can solve through vehicles and right-hand bend vehicle on two ground by-paths of the crossroad opposite face unimpeded problem that has no road occupying; Also solve through vehicles and right-hand bend vehicle on these two ground by-paths, with through vehicles in addition two ground by-paths of crossroad and the right-hand bend vehicle unimpeded problem that has no road occupying; It is too little to be specially adapted to the crossroad area, and the place that can not under four ground by-paths, all repair the tunnel solves nearly 70% traffic jam amount.Only surplus do not have craspedodrome and right-hand bend vehicle crisscross traffic such a case of two ground by-paths of opposite face in tunnel to need traffic lights to direct traffic.If on this has two ground by-paths of opposite face in tunnel, do not establish the right-hand bend grade separation respectively, the whole craspedodromes and the right-hand bend vehicle implementation of its crossroad have no road occupying unimpeded.
Two, two small-sized " Y " font tunnels; Reduce the disaster that geology changes: the disclosed screen frame shape of the Figure of description overpass bridge of Chinese patent 200820230509.5 " directly right, left-hand rotation interchange overpass " is the large-scale screen frame formula of an integral body overpass bridge that is connected as a single entity; Total length is very long, and floor space is very big, when in total length and floor space, there being geology to change; Cause whole large-scale overpass bridge not use, this crossroad access is paralysed fully.And the utility model to change into bifurcated in the same way " Y " the font fork tunnel that two independences are not connected to above-mentioned whole large-scale screen frame formula overpass bridge be minitunnel; Accomplish the right-hand rotation and the unimpeded grade separation function of keeping straight on of two ground by-paths of crossroad opposite face respectively with these two minitunnels; And can also with the right-hand rotation car and the unimpeded grade separation of straightgoing vehicle of two other ground by-path; Under identical driving speed per hour, identical technical data conditions such as the gradient; Compare the large-scale screen frame tunnel of Chinese patent 200820230509.5 Figure of description; Each minitunnel of the utility model shortens 30-35% than the total length of present large tunnel, and two minitunnels take up an area of the gross area and reduce 70-80%; In a word, the utility model than existing large tunnel, greatly reduces the risk of geological disaster with minitunnel.
Three, be same as the former circuit of plane traffic and do not have unnecessary detouring: can make the straightgoing vehicle and the right-hand bend car of two-way six-lane crossroad opposite face have no road occupying unimpeded; Right-hand bend car no unnecessary the detouring of directly turning right do not have the road occupying of intersection to conflict with the vehicle of another ground by-path of crossroad yet.The engineering quantity of building the tunnel in addition is less than, and practices thrift the built tunnel engineering cost.
Four, the little crossroad of two-way six-lane can be used: the utility model is only used two combinations in " Y " font Y-shaped tunnel in the same way; Reduced the length in tunnel in a large number than the existing full intercommunication tunnel that detours; Reduced floor space and space in a large number, made it have only 45 meters two-way six-lane small size crossroad, city can realize that also most of vehicle grade separation is unimpeded at round diameter.
Five, one deck tunnel is only used in the multilevel traffic of through vehicles and right-hand rotation vehicle: all make up the tunnel and all only use one deck tunnel.Littler to the civic landscape influence.
The inventive point of the utility model is:
One, the earth point front and back, tunnel that go out of entering tunnel earth point and another craspedodrome tunnel in craspedodrome tunnel misplace: the not shared tunnel face of keeping straight on relatively in the crossroad in two craspedodrome tunnels; But it is separate; A craspedodrome tunnel advance tunnel earth point and another craspedodrome tunnel go out the tunnel earth point have before and after dislocation, to drop to the needed climbing length of the straightgoing vehicle multilevel traffic degree of depth that can come with the opposite but the distance of dislocation is exactly the tunnel of turning right.The combination tunnel is formed in two relative bifurcated in the same way " Y " font fork tunnels of branch prong; Two in the same way bifurcated " Y " font fork the tunnel is separate is not connected, but their straight tunnel single file section part sections extend into the opposite in the same way in the branch prong in bifurcated " Y " font fork tunnel.
Two, the right-hand bend tunnel on craspedodrome tunnel and opposite is not crossed over each other: this craspedodrome tunnel does not stride across, does not pass the right-hand bend tunnel on opposite, and craspedodrome is realized in the right-hand bend tunnel that just makes the vehicle craspedodrome tunnel in stride across the opposite from ground.This structure makes through the multichannel vehicle behind the crossroad and realizes that on ground merging the track leaves the crossroad; As long as merge the merging track section that just can there be longer distance in the track on ground; Be difficult for because of merging too little too narrow traffic congestion the in track, the disclosed tunnel of Figure of description that has overcome Chinese patent 200820230509.5 " directly right, left-hand rotation intercommunication tunnel " merges the problem of the too narrow and easy very little generation traffic congestion of track point on bridge.
Three, move on to traffic conflict point away from the by-path position, ground of crossroad and go multilevel traffic: the utility model is not the position that the road occupying conflict takes place to intersect traffic behavior on the plane; I.e. not interior position solution direct lane and the right-turn lane intersection road occupying conflict of scope at the parting of the ways; But creationaryly move on to this type traffic conflict point away from the ground by-path of crossroad down with tunnel transport solution conflict, thereby ability take the ground and the space of crossroad minimumly.As long as the combination tunnel of the utility model just can be built up in the ground of crossroad diameter more than 45 meters, realize that old city has at least the crossroad access of a two-way six-lane to improve greatly, stop up the meaning that initiative is arranged for solving the little crossroad access in old urban area.
Four, the by-path on the ground on two opposites, the ground in craspedodrome tunnel prolongs the right-hand bend tunnel of striding the opposite on the track: keeping straight on relatively is two two-way craspedodrome tunnels that rightabout is kept straight on, separate, not shared tunnel; Be straight tunnel earth terminal than the opposite in the same way bifurcated " Y " font fork tunnel advance the tunnel earth terminal jointly more near the center, crossroad; Straight tunnel earth terminal is ground connection before the deep-seated in bifurcated " Y " font fork tunnel is put the zone in the same way near the opposite; So straight tunnel earth terminal reserved the opposite in the same way the deep-seated in bifurcated " Y " font fork tunnel put the rightward space position; Let curved tunnel, the right side single file section on opposite can be directly at the craspedodrome tunnel bifurcated on right-hand bend one side and opposite; Two tunnel bifurcateds can directly be turned right the right-hand bend vehicle and are not needed unnecessary detouring; The vehicle that leaves straight tunnel earth terminal can be striden across from the turn right ground, bifurcated section top in tunnel of opposite face, realize the multilevel traffic of through vehicles and opposite right-hand bend vehicle.
Description of drawings
Fig. 1 is the plane structure sketch map of the utility model;
In the Figure of description;
meaning is a uphill lane;
meaning is parallel track,
meaning be descending lane.
Among the figure: the 1st, tunnel, the 2nd pitched in bifurcated " Y " font in the same way, craspedodrome tunnel, the 3rd, right-hand bend tunnel, the 4th advances tunnel earth terminal, the 5th jointly, straight tunnel earth terminal, the 6th, right-hand rotation tunnel earth terminal, the 7th, bifurcated section, the 8th, straight tunnel single file section, the 13rd, right curved tunnel single file section, 14 are two tunnels sections, the 15th side by side, bifurcation.
The specific embodiment
The crossroad of embodiment 1, left lateral traffic system, by two in the same way two of forming in bifurcated " Y " font fork tunnel turn right and the combination tunnels in craspedodrome " Y " font bifurcated tunnel.
Like Fig. 1,
One, structure in bifurcated " Y " font fork tunnel 1 in the same way: each has with right-hand bend tunnel 3 and advances tunnel earth terminal 4 jointly in the craspedodrome tunnel 2 in bifurcated " Y " font fork tunnel 1 in the same way, and advance jointly tunnel earth terminal 4 to two tunnels between the bifurcation 15 section 14 side by side; 1 stage casing deep-seated is put the zone in the fork of bifurcated " Y " font in the same way tunnel, and right-hand bend tunnel 3 is at a side and craspedodrome tunnel 2 bifurcateds of turning right; The bifurcated section that right-hand bend tunnel 3 leaves craspedodrome tunnel 2 is a bifurcated section 7; Craspedodrome tunnel 2 also has a straight tunnel earth terminal 5, and right-hand bend tunnel 3 also also has a right-hand rotation tunnel earth terminal 6; Earth terminal 5 is a straight tunnel single file section 8 to straight tunnel from bifurcated section 7; Earth terminal 6 is a right curved tunnel single file section 13 to the right-hand rotation tunnel from bifurcated section 7.
Two, the structure in combination tunnel: divide prong relative two to form the combination tunnel in bifurcated " Y " font fork tunnel 1 in the same way; The part section of each straight tunnel single file section 8 in combination tunnel passes the crossroad and extend into the opposite in the same way among the branch prong in bifurcated " Y " font fork tunnel 1, ground ground connection above near the bifurcated section 7 on opposite.The orthography of two the straight tunnel single file sections 8 of combination in the tunnel becomes part shape side by side, and the people accounts on straight single file section 8 a certain side ground, tunnel and sees 8 one-tenth grade separation structures of these two straight tunnel single file sections.
Three, the structure in right-hand bend tunnel 3: the bifurcated section 7 in right-hand bend tunnel 3 is the darkest sections, and motor vehicles can pass through on the ground of bifurcated section 7 tops.Right-hand rotation tunnel earth terminal 6 this in the same way the ground by-path on bifurcated " Y " font fork 1 the right, tunnel is connected the realization right-hand bend with ground.In same bifurcated in the same way " Y " font fork tunnel 1, the bifurcated section 7 in right-hand bend tunnel 3 in the craspedodrome tunnel 2 stage casing deep-seateds put the right bifurcated in zone.The left lateral system of being applicable to traffic rules motor vehicles get into the 13 realization right-hand bends of right curved tunnel single file section from the shunting, the right in craspedodrome tunnel 2.
Four, each the craspedodrome tunnel 2 in bifurcated " Y " font fork tunnel 1 and the tunnel earth terminal 4 that advances jointly in right-hand bend tunnel 3 are being communicated with the left-hand lane of a ground by-path respectively away from the crossroad in the same way; Each two tunnel section 14 side by side lay respectively at below the left-hand lane of a ground by-path; Each straight tunnel single file section 8 is gone up a slope after passing the center, crossroad from underground respectively; Extend into the opposite in the same way between the branch prong in bifurcated " Y " font fork tunnel 1; Following tunnel construction sections craspedodrome below this ground by-path scope of each right curved tunnel single file section 13 to bending to right near the center, crossroad, is communicated with the track of ground, right side by-path again.
Five, use the crossroad of present embodiment; The traffic route of straightgoing vehicle is: certain ground by-path----enters earth terminal 4----two tunnels, tunnel jointly and puts the zone with the stage casing deep-seated of right curved tunnel single file section 13 bifurcateds in section 14 [
among the figure]----craspedodrome tunnel 2 side by side; Keep straight on promptly that tunnel 2 reaches and ground between 4.5 meters headroom degree of depth [
among the figure] are arranged----leading portion----of straight tunnel single file section 8 stride across the center, crossroad; And 4.5 meters headroom degree of depth [
among the figure] are arranged between the ground----back segment [
among the figure] of straight tunnel single file section 8----straight earth terminal 5----ground, tunnel prolong the track from the opposite in the same way the ground, bifurcated section 7 top of bifurcated " Y " font fork tunnel 1 right curved tunnel single file section 13 stride across the ground by-path that----arrives the opposite, be implemented in the crossroad and keep straight on.
Six, use the crossroad of present embodiment; The traffic route of right-hand bend car is: certain ground by-path----enter earth terminal 4----two tunnels, tunnel jointly and put the zone with the stage casing deep-seated of right curved tunnel single file section 13 bifurcateds in section 14 [
among the figure]----craspedodrome tunnel 2 side by side, the tunnel 2 of promptly keeping straight on reach and ground between 4.5 meters headroom degree of depth [
among the figure] are arranged----turning right and get into bifurcated section 7 [
among the figure],----ground of the right curved tunnel of right curved tunnel single file section 13 [
among the figure]----right-hand bend tunnel earth terminal 6----single file section 13 prolong ground by-path that the track arrives the right and is implemented in the crossroad and right-hands bend.
Present embodiment can make the craspedodrome of two ground by-paths of crossroad opposite face and right-hand bend vehicle implementation have no road occupying unimpeded; And the craspedodrome of two other ground by-path and right-hand bend vehicle and the multilevel traffic of this combination tunnel, only surplus do not have the craspedodrome of two ground by-paths of opposite face in tunnel to need traffic lights to direct traffic with this same situation of right-hand bend vehicle crisscross traffic.If do not have two ground by-paths of opposite face in tunnel to establish right-hand bend grade separation facility respectively at this, the whole craspedodromes and the right-hand bend vehicle implementation of its crossroad have no road occupying unimpeded.
The crossroad of embodiment 2, left lateral traffic system, right curved tunnel single file section are the arc combination tunnel of indent.
The entire infrastructure that comprises embodiment 1, curved tunnel, the right side in right-hand bend tunnel 3 single file section 13 are the arcuate structures to two straight tunnel single file section 8 central area indents.The right curved tunnel of two arcs single file section 13 relative beeline length in combination tunnel are L, and two right min. turning radius of bending tunnel single file sections 13 of arc are R, and in the scope of 30.0 meters≤L≤80.0 meter, the relationship of L and R is: R=L ÷ 2.Present embodiment R=20.0 rice; L=40.0 rice; Add 15.0 meters of curved tunnel, two right sides single file section 13 width sums; Then at the parting of the ways underground of the tunnel of present embodiment to take diameter be 55.0 meters circular space zone, just can make the craspedodrome of two ground by-paths of crossroad opposite face and right-hand bend vehicle implementation have no road occupying unimpeded.
Claims (4)
1. two combination tunnels of turning right and keeping straight on " Y " font bifurcated tunnel; Comprise two Y-shaped tunnels; It is characterized in that: all there are a craspedodrome tunnel (2) and a right-hand bend tunnel (3) in each Y-shaped tunnel; Right-hand bend tunnel (3) is positioned at the right side of craspedodrome tunnel (2), and right-hand bend tunnel (3) all at a side and craspedodrome tunnel (2) bifurcated of turning right, this bifurcation is bifurcation (15); Make a craspedodrome tunnel (2) and a right-hand bend tunnel (3) form " Y " font bifurcated tunnel, then two Y-shaped tunnels become two bifurcated " Y " font fork tunnels (1) in the same way;
Each has with right-hand bend tunnel (3) and advances tunnel earth terminal (4) jointly in the craspedodrome tunnel (2) of bifurcated " Y " font fork tunnel (1) in the same way, and advances tunnel earth terminal (4) jointly to two tunnels between the bifurcation (15) section (14) side by side; Deep-seated is put the zone, right-hand bend tunnel (3) and craspedodrome tunnel (2) bifurcated in the fork of bifurcated " Y " font in the same way stage casing, tunnel (1); Right-hand bend tunnel (3) leaves the deep-seated in craspedodrome tunnel (2) and puts the regional bifurcated section (7) that is; Craspedodrome tunnel (2) also has a straight tunnel earth terminal (5), and right-hand bend tunnel (3) also also have a right-hand rotation tunnel earth terminal (6); Earth terminal (5) is a straight tunnel single file section (8) to straight tunnel from bifurcation (15); Earth terminal (6) is right curved tunnel single file section (13) to the right-hand rotation tunnel from bifurcation (15);
Divide prong relative two to form the combination tunnel in bifurcated " Y " font fork tunnel (1) in the same way, in the combination tunnel, straight tunnel single file section (8) is positioned at the opposite in the same way among the branch prong in bifurcated " Y " font fork tunnel (1).
2. two combination tunnels of turning right and keeping straight on " Y " font bifurcated tunnel according to claim 1 is characterized in that: straight tunnel earth terminal (5) is near opposite bifurcated section (7) the top ground location in bifurcated " Y " font fork tunnel (1) in the same way.
3. two combination tunnels of turning right and keeping straight on " Y " font bifurcated tunnel according to claim 1 is characterized in that: the curved tunnel single file section (13) in the right side of right-hand bend tunnel (3) is the arcuate structure to two straight tunnel single file sections (8) central area indent.
4. two combination tunnels of turning right and keeping straight on " Y " font bifurcated tunnel according to claim 3; It is characterized in that: the right curved tunnel single file section (13) of two arcs in combination tunnel beeline length relatively is L; The min. turning radius of two right curved tunnel single file sections (13) of arc is R; In the scope of 30.0 meters≤L≤80.0 meter, the relationship of L and R is: R=L ÷ 2.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120146377XU CN202107957U (en) | 2010-05-10 | 2011-04-28 | Combination tunnel of two right turning and straight going "Y"-shaped bifurcation tunnels |
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| CN201010167219.2 | 2010-05-10 | ||
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| CN201010167219 | 2010-05-10 | ||
| CN201010167156.0 | 2010-05-10 | ||
| CN201010167097.7 | 2010-05-10 | ||
| CN201120146377XU CN202107957U (en) | 2010-05-10 | 2011-04-28 | Combination tunnel of two right turning and straight going "Y"-shaped bifurcation tunnels |
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| CN202107957U true CN202107957U (en) | 2012-01-11 |
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| CN2011201450661U Expired - Fee Related CN202090257U (en) | 2010-05-10 | 2011-04-28 | Combined tunnel for two leftward turning and straight going reverse Y-shaped branched tunnels |
| CN201110117307.6A Expired - Fee Related CN102277808B (en) | 2010-05-10 | 2011-04-28 | Righted-sided travel complete single layer combined tunnel containing four independent h-shaped tunnels |
| CN2011201464378U Expired - Fee Related CN202265751U (en) | 2010-05-10 | 2011-04-28 | Tunnel composed of four tunnels in Chinese character Bu shape for unblocked left turn and straight running |
| CN2011101181937A Pending CN102277813A (en) | 2010-05-10 | 2011-04-28 | Combined tunnel of two right-turn and direct-movement 'Y'-shaped bifurcate tunnels |
| CN201110117267.5A Active CN102234963B (en) | 2010-05-10 | 2011-04-28 | Combined tunnel of four independent 'halberd'-shaped bifurcate tunnels in right running mechanism and with different lengths |
| CN2011201450820U Expired - Fee Related CN202039262U (en) | 2010-05-10 | 2011-04-28 | Left-side-driving combination of four independent long-and-short 'Y'-shaped branched tunnels |
| CN2011101179566A Pending CN102286901A (en) | 2010-05-10 | 2011-04-28 | Combined tunnel for two leftwards turning and straight going Y-shaped branched tunnels |
| CN201120146377XU Expired - Fee Related CN202107957U (en) | 2010-05-10 | 2011-04-28 | Combination tunnel of two right turning and straight going "Y"-shaped bifurcation tunnels |
| CN2011201449630U Expired - Fee Related CN202064249U (en) | 2010-05-10 | 2011-04-28 | Left-hand fully single-layer combined tunnel comprising four independent Y-shaped tunnels in all |
| CN201110117430.8A Expired - Fee Related CN102234968B (en) | 2010-05-10 | 2011-04-28 | The combination tunnel in four " fore-telling " font tunnels turned left and keep straight on unimpeded |
| CN2011201499860U Expired - Fee Related CN202107958U (en) | 2010-05-10 | 2011-04-28 | Right travelling type all single layer combination tunnel with four independent tunnels shaped like Chinese character 'bo' |
| CN2011101174030A Pending CN102234967A (en) | 2010-05-10 | 2011-04-28 | Combined tunnel of four independent left-side-driving long and short Y-shaped bifurcate tunnels |
| CN201120150438XU Expired - Fee Related CN202107959U (en) | 2010-05-10 | 2011-04-28 | Combined tunnel for four independent right-side-driving system long-short reverse Y-shaped branched tunnels |
| CN2011101174632A Pending CN102277810A (en) | 2010-05-10 | 2011-04-28 | Combined tunnel comprising four Y-shaped tunnels with going straight and turning right without hindrance |
| CN2011201449950U Expired - Fee Related CN202090256U (en) | 2010-05-10 | 2011-04-28 | Combined tunnel for four Y-shaped tunnels with smooth rightward turning and straight going effect |
| CN2011101175160A Pending CN102277811A (en) | 2010-05-10 | 2011-04-28 | Left-side driving whole single layer composite tunnel with four independent Y-shaped tunnels |
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| CN2011201450661U Expired - Fee Related CN202090257U (en) | 2010-05-10 | 2011-04-28 | Combined tunnel for two leftward turning and straight going reverse Y-shaped branched tunnels |
| CN201110117307.6A Expired - Fee Related CN102277808B (en) | 2010-05-10 | 2011-04-28 | Righted-sided travel complete single layer combined tunnel containing four independent h-shaped tunnels |
| CN2011201464378U Expired - Fee Related CN202265751U (en) | 2010-05-10 | 2011-04-28 | Tunnel composed of four tunnels in Chinese character Bu shape for unblocked left turn and straight running |
| CN2011101181937A Pending CN102277813A (en) | 2010-05-10 | 2011-04-28 | Combined tunnel of two right-turn and direct-movement 'Y'-shaped bifurcate tunnels |
| CN201110117267.5A Active CN102234963B (en) | 2010-05-10 | 2011-04-28 | Combined tunnel of four independent 'halberd'-shaped bifurcate tunnels in right running mechanism and with different lengths |
| CN2011201450820U Expired - Fee Related CN202039262U (en) | 2010-05-10 | 2011-04-28 | Left-side-driving combination of four independent long-and-short 'Y'-shaped branched tunnels |
| CN2011101179566A Pending CN102286901A (en) | 2010-05-10 | 2011-04-28 | Combined tunnel for two leftwards turning and straight going Y-shaped branched tunnels |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2011201449630U Expired - Fee Related CN202064249U (en) | 2010-05-10 | 2011-04-28 | Left-hand fully single-layer combined tunnel comprising four independent Y-shaped tunnels in all |
| CN201110117430.8A Expired - Fee Related CN102234968B (en) | 2010-05-10 | 2011-04-28 | The combination tunnel in four " fore-telling " font tunnels turned left and keep straight on unimpeded |
| CN2011201499860U Expired - Fee Related CN202107958U (en) | 2010-05-10 | 2011-04-28 | Right travelling type all single layer combination tunnel with four independent tunnels shaped like Chinese character 'bo' |
| CN2011101174030A Pending CN102234967A (en) | 2010-05-10 | 2011-04-28 | Combined tunnel of four independent left-side-driving long and short Y-shaped bifurcate tunnels |
| CN201120150438XU Expired - Fee Related CN202107959U (en) | 2010-05-10 | 2011-04-28 | Combined tunnel for four independent right-side-driving system long-short reverse Y-shaped branched tunnels |
| CN2011101174632A Pending CN102277810A (en) | 2010-05-10 | 2011-04-28 | Combined tunnel comprising four Y-shaped tunnels with going straight and turning right without hindrance |
| CN2011201449950U Expired - Fee Related CN202090256U (en) | 2010-05-10 | 2011-04-28 | Combined tunnel for four Y-shaped tunnels with smooth rightward turning and straight going effect |
| CN2011101175160A Pending CN102277811A (en) | 2010-05-10 | 2011-04-28 | Left-side driving whole single layer composite tunnel with four independent Y-shaped tunnels |
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| CN202090257U (en) * | 2010-05-10 | 2011-12-28 | 邹世才 | Combined tunnel for two leftward turning and straight going reverse Y-shaped branched tunnels |
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| US5049000A (en) * | 1987-12-23 | 1991-09-17 | Mier Francisco D | Continuous flow intersection |
| KR100405053B1 (en) * | 2001-08-08 | 2003-11-07 | 복 성 김 | Crossway system in the crossing street |
| CN2535437Y (en) * | 2002-04-15 | 2003-02-12 | 李华绪 | Semi-sink internal circuit type overpass |
| CN2589497Y (en) * | 2002-07-12 | 2003-12-03 | 吕乐民 | Shear style replacement overpass |
| CN1266342C (en) * | 2004-04-05 | 2006-07-26 | 李继兴 | Structure of access bridge at crossroad and method for arranging access bridge at crossroad |
| US7234891B2 (en) * | 2005-10-14 | 2007-06-26 | Tsukinada Kensetsu Kabushiki Kaisha | Multi-level road intersection |
| CN100473782C (en) * | 2006-04-05 | 2009-04-01 | 彭振华 | Non-traffic light non-barrier urban multi-level fast traffic road structure |
| CN201095719Y (en) * | 2007-07-09 | 2008-08-06 | 易晓俊 | Lifting fast compact all-function viaduct |
| CN202090257U (en) * | 2010-05-10 | 2011-12-28 | 邹世才 | Combined tunnel for two leftward turning and straight going reverse Y-shaped branched tunnels |
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- 2011-04-28 CN CN2011201450661U patent/CN202090257U/en not_active Expired - Fee Related
- 2011-04-28 CN CN201110117307.6A patent/CN102277808B/en not_active Expired - Fee Related
- 2011-04-28 CN CN2011201464378U patent/CN202265751U/en not_active Expired - Fee Related
- 2011-04-28 CN CN2011101181937A patent/CN102277813A/en active Pending
- 2011-04-28 CN CN201110117267.5A patent/CN102234963B/en active Active
- 2011-04-28 CN CN2011201450820U patent/CN202039262U/en not_active Expired - Fee Related
- 2011-04-28 CN CN2011101179566A patent/CN102286901A/en active Pending
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- 2011-04-28 CN CN2011201449630U patent/CN202064249U/en not_active Expired - Fee Related
- 2011-04-28 CN CN201110117430.8A patent/CN102234968B/en not_active Expired - Fee Related
- 2011-04-28 CN CN2011201499860U patent/CN202107958U/en not_active Expired - Fee Related
- 2011-04-28 CN CN2011101174030A patent/CN102234967A/en active Pending
- 2011-04-28 CN CN201120150438XU patent/CN202107959U/en not_active Expired - Fee Related
- 2011-04-28 CN CN2011101174632A patent/CN102277810A/en active Pending
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Also Published As
| Publication number | Publication date |
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| CN202064249U (en) | 2011-12-07 |
| CN202107958U (en) | 2012-01-11 |
| CN102277808B (en) | 2015-05-20 |
| CN202107959U (en) | 2012-01-11 |
| CN102277813A (en) | 2011-12-14 |
| CN102234967A (en) | 2011-11-09 |
| CN102277811A (en) | 2011-12-14 |
| CN102234968A (en) | 2011-11-09 |
| CN202090256U (en) | 2011-12-28 |
| CN202090257U (en) | 2011-12-28 |
| CN102234963B (en) | 2015-06-17 |
| CN202039262U (en) | 2011-11-16 |
| CN102277808A (en) | 2011-12-14 |
| CN102277810A (en) | 2011-12-14 |
| CN102286901A (en) | 2011-12-21 |
| CN202265751U (en) | 2012-06-06 |
| CN102234963A (en) | 2011-11-09 |
| CN102234968B (en) | 2015-08-05 |
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