CN1837479A - Double-space omni-directional and communicating cross road, its construction method and precast unit - Google Patents
Double-space omni-directional and communicating cross road, its construction method and precast unit Download PDFInfo
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- CN1837479A CN1837479A CN 200510096837 CN200510096837A CN1837479A CN 1837479 A CN1837479 A CN 1837479A CN 200510096837 CN200510096837 CN 200510096837 CN 200510096837 A CN200510096837 A CN 200510096837A CN 1837479 A CN1837479 A CN 1837479A
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Abstract
The invention relates to a dual-layer universal crossroad and relative method and device. Said crossroad comprises two crossed roads, while one at least has one arc channel over another road or one underground channel through another road, and the inlet and outlet of said channels are connected to the ground; the channel has branches, whose another end is connected to the ground without channels. The method comprises: constructing two crossed roads. The device comprises: the arch channel with branches and the arc plate for constructing auxiliary steering channel. The invention can realize continuous traffic, with lower cost and simple operation.
Description
Technical field
The present invention relates to the highway communication field, the full intercommunication cross road of particularly double-deck space omnidirectional and construction method and prefabricated units.
Background technology
Highway communication is present main traffic method, and the highway joint is the outstanding problem place of causing vehicle operating to block.Solving road joint car blockage, is that the technician wants the difficult problem that solves.Solution is how to solve to set up overpass bridge at the road joint at present.Main solution: the one, multilevel intersection though this mode can solve the vehicular traffic obstructing problem of road joint all directions, has the station and puts the deficiency that the space is big, cost is high, long in time limit.Special unrealistic for the solution of urban road joint car blockage problem.Also have the individual layer grade separation to be used to solve road joint car blockage, but often will set up traffic lights to dredge the vehicle of different directions, vehicle must stop when red light, can not keep the continuity of vehicle operating, makes troubles to traffic.
U.S. Pat 4955751 provides a kind of cross road with tube or overline bridge, can realize travelling continuously of vehicle, does not need to control with stop-light.But vehicle can only realize that a left side passes, turns right or reverses end for end with a kind of travel route, when more vehicle needs a left side to pass, turn right or reverses end for end, current not smooth problem just may occur.
Summary of the invention
The purpose of this invention is to provide the double-deck space omnidirectional intercommunication cross road that a kind of floor space is little, cost is low and can pass through continuously, keep straight on to be implemented in the intersection of roads, turn left, turn right, the tune mutually noninterfere current continuously, and can have multiple travel route available to realize left-hand rotation, right-hand rotation or the tune of vehicle.Another object of the present invention just provides a kind of construction method of double-deck space omnidirectional intercommunication cross road.A further object of the invention provides a kind of prefabricated units of building the cross road of the full intercommunication of double-deck space omnidirectional.
The full intercommunication cross road of double-deck space omnidirectional of the present invention, comprise two crossing highways, wherein be provided with one on highway at least across the arcuate channels of another highway top or cross the underground passage of another highway below, the entrance and exit of arcuate channels or underground passage joins with the road surface that the highway of passage is set, channel branch goes out a lie, and the lie other end joins with the road surface that the highway of passage is not set.
The construction method of the full intercommunication cross road of double-deck space omnidirectional of the present invention comprises and builds two crossing highways or carry out on existing two crossing highway foundations.Build at least one therein on highway across the arcuate channels of another highway top or cross the underground passage of another highway below, the entrance and exit of arcuate channels or underground passage joins with the road surface that the passage highway is set, channel branch goes out a lie, and the lie other end joins with the road surface that the highway of passage is not set.
Double-deck space omnidirectional intercommunication cross road of the present invention can also be built with prefabricated units.The main body of these prefabricated units is the tabular passage of arch, and the tabular lie that goes out that also divides near arch sheet main body one end is connected with the arch sheet main body.
Compared with prior art, the full intercommunication cross road of double-deck space omnidirectional of the present invention floor space is little, cost is low, construction method is simple, can realize building fast by prefabricated construction member, can be implemented in intersection of roads the continuously current of mutually noninterfere that turn left, keep straight on, turn right, turn around, and left-hand rotation, right-hand rotation or the tune of multiple alternative travel route with the way of realization vehicle can be provided, can realize comprehensive full intercommunication.
Description of drawings
A kind of no stop-light cross road that Fig. 1 is provided for U.S. Pat 4955751.
Fig. 2 is the full intercommunication cross road of double-deck according to the preferred embodiment of the invention space omnidirectional schematic diagram, and passage is the arcuate channels across another highway top, is the road of right lateral regulation.
Fig. 3 is the full intercommunication cross road of double-deck according to the preferred embodiment of the invention space omnidirectional schematic diagram, and passage is the arcuate channels across another highway, is the road of left lateral regulation.
Fig. 4 is the full intercommunication cross road of the double-deck space omnidirectional schematic diagram of another preferred embodiment according to the present invention, and passage is the arcuate channels across another highway top, is the road of right lateral regulation.
Fig. 5 is the full intercommunication cross road of the double-deck space omnidirectional schematic diagram of a preferred embodiment again according to the present invention, and passage is the arcuate channels across another highway top, is the road of right lateral regulation.
Fig. 6 is the schematic diagram of the construction prefabricated units of the full intercommunication cross road of double-deck according to the preferred embodiment of the invention space omnidirectional.
Fig. 7 is the schematic diagram of the construction prefabricated units of the full intercommunication cross road of double-deck according to the preferred embodiment of the invention space omnidirectional.
Fig. 8 is the schematic diagram of the construction prefabricated units of the full intercommunication cross road of double-deck according to the preferred embodiment of the invention space omnidirectional.
Specific implementation method
Among the present invention " uplink " and " downlink " be meant on highway, tell according to the opposite different piece of traffic rules regulation vehicle heading." inlet " and " outlet " is meant when vehicle travels by traffic rules, the part that vehicle enters and leaves.
As shown in Figures 2 and 3, double-deck space omnidirectional intercommunication cross road comprises two crossing highways 1 and highway 2.Highway 1 comprises uplink 11 and the downlink of being separated by isolation strip 12 13.Highway 2 comprises uplink 21 and the downlink of being separated by isolation strip 22 23.On the isolation strip 12 of the highway 1 of the both sides of highway 2, respectively be provided with a tune mouthfuls 121 and 122.On the isolation strip 22 of the highway 2 of the both sides of highway 1, respectively be provided with two tunes mouthfuls 221 and 223 and two and turn to mouthfuls 222 and 224.
As shown in Figure 2, the highway of stipulating for right lateral.Respectively be provided with a arcuate channels 24 and 25 on the uplink 21 of highway 2 and the downlink 23 across highway 1 top.Arcuate channels 24 and 25 inlet 242,252 and export 243,253 and all join with the road surface of highway 2.Inlet 242 and outlet 253 are positioned at highway 1 homonymy, and the certain distance that staggers, and this certain distance serves as to turn left and can enter inlet 242 decide after turning to mouthfuls 26 with the vehicle that travels on the highway 1; Inlet 252 and outlet 243 are positioned at the opposite side of highway 1, and the certain distance that staggers, and this certain distance serves as to turn left and can enter inlet 252 decide after turning to mouthfuls 27 with the vehicle that travels on the highway 1.
Near lie 241 of inlet 241 punishment expenditures, lie 241 outlets 2411 are positioned at the inboard of the downlink 13 of highway 1 on the arch logical 24.Lie 241 is approximately U-shaped, for the both sides that make things convenient for U-shaped are called as arm.The arm that lie 241 links to each other with arcuate channels 24 is than a brachium that links to each other with uplink 11, and two arms are not at grade.241 liang of arms of lie be connected the part width bigger than the width of two arms.Near lie 251 of inlet 252 punishment expenditures, lie 251 outlets 2511 are positioned at the inboard of the uplink 11 of highway 1 on the arch logical 25.The shape of lie 251 is identical with lie 241.
Two tune mouths 221 and 223 on the highway 2 are arranged on the isolation strip 22, lay respectively at the both sides of highway 1, tune mouthfuls 221 and 223 is bigger to the distance of highway 1 than outlet 253 and 243 respectively to the distance of highway 1, so that vehicle is reversed end for end through entering inlet 242 or 252 through tune mouthfuls 221 or 223 after the arcuate channels 25 or 24.
Two on the highway 2 turn to mouth 222 and 224 to be arranged on the isolation strip 22, lay respectively at the both sides of highway 1, turn to mouthfuls 222 in outlet 253 with enter the mouth between 242, turn to mouthfuls 224 in outlet 243 with enter the mouth between 252, and two turn to mouth 222 and 224 bigger to the distance of highway 1 than inlet 242 and 252 respectively to the distance of highway 1, turn to so that vehicle can enter 242 or 252 after turning to mouth 222 or 224.
The isolation strip 12 of highway 1 is provided with two tune mouths 121 and 122, so that the vehicle that travels on the highway 1 can be reversed end for end through turning to mouth 121 or 122.
On the uplink 11 of highway 1 and downlink 13, arch assisted diversion passage 14 and 15 can be set also, arch assisted diversion passage 111 and 131 can be provided with near isolation strip 12, its two ends join with the road of uplink 11 and downlink 12 respectively, and make the vehicle that passes arch assisted diversion passage 14 or 15 belows can pass through tune mouth 121 or 122.
Vehicle A and D can be respectively keep straight on the uplink 21 of the uplink 11 of highway 1 and 2.
Turn right, A carries out along arrow a, and D carries out along arrow b.A also can pass through arcuate channels 24, then through tune mouthfuls 223, again through entering the mouth 252, after lie 251 turn right.A also can pass through arcuate channels 24, through tune mouthfuls 223, travel along arrow b more then, after tune mouthfuls 121 turn right.D also can keep straight on and pass arcuate channels 25 and 24 belows, passes assisted diversion passage 15 belows then again through tune mouth 122, travels along arrow c again, passes arcuate channels 24 belows again, and through turning to mouth 224, last inlet port 252 carries out again.
Turn left, A enters lie 241 again and carries out through inlet 242, and D travels along arrow d, passes arcuate channels 25 belows then, through turning to mouth 222, enters arcuate channels 24 through inlet 242 and carries out again.A also can travel along arrow a, passes assisted diversion passage 15 belows then, turns left through tune mouth 122 again.A also can pass through arcuate channels 24, through tune mouth 223, carries out along arrow b more then.D also can keep straight on and pass arcuate channels 25 and 24 belows, passes assisted diversion passage 15 belows then, through tune mouth 122, carries out along arrow c more again.
Tune, A is through arcuate channels 24, then through tune mouthfuls 223,252 enters arcuate channels 252 and carries out through entering the mouth again, and D keeps straight on and passes arcuate channels 25 and 24 belows, passes assisted diversion passage 15 belows then, carries out through tune mouthfuls 122 again.A also can travel along arrow a, passes assisted diversion passage 15 belows then, and process tune mouth 122 passes arcuate channels 24 and 25 belows more again, passes assisted diversion passage 14 belows again, through tune mouth 121, carries out along arrow d at last again.A also can enter arcuate channels 24 through inlet 242, passes through lie 241 then, passes arcuate channels 24 and 25 belows again, passes assisted diversion passage 111 belows again, through tune mouth 121, carries out along arrow d at last again.
Vehicle A and D also have other travel route to realize, turn right or tune.The mode of travelling of vehicle B and C is respectively corresponding to the mode of travelling of vehicle A and D.
The passage of the full intercommunication cross road of double-deck space omnidirectional shown in Figure 2 also can be a underground passage, does not figure.The 26S Proteasome Structure and Function of the other parts of the full intercommunication cross road of double-deck space omnidirectional of employing underground passage is similar to the full intercommunication cross road of double-deck space omnidirectional shown in Figure 2, and the current mode of vehicle is also similar.
As shown in Figure 3, the highway of stipulating for left lateral.Each several part structure, function are to shown in Figure 2 similar, and difference is that the structure of arcuate channels adapts to vehicle and keeps to the left.The travel route of A, B, C and D is corresponding among the travel route of vehicle vehicle A, B, C and D and Fig. 1, but vehicle is kept to the left.
The passage of the full intercommunication cross road of double-deck space omnidirectional shown in Figure 3 can be a underground passage also, does not figure out.The 26S Proteasome Structure and Function of the other parts of the full intercommunication cross road of double-deck space omnidirectional of employing underground passage is similar to the full intercommunication cross road of double-deck space omnidirectional shown in Figure 3, and the current mode of vehicle is also similar.
As shown in Figure 4, the highway of stipulating for right lateral.Highway 1 is the highway of vehicle one-way traffic, and highway 2 has vehicle heading opposite uplink 21 and downlink 23, and isolation strip 22 separates uplink 21 and downlink 23.Uplink 21 is provided with across the arcuate channels 24 above the mistake highway 1, and the inlet 242 and the outlet 243 of arcuate channels 24 are joined with uplink 21 road.Branch out the lie 241 of a strip by arcuate channels 24, the maximum end of lie 241 openings i.e. inlet joins with arcuate channels 21, and the outlet 2411 of lie 241 is joined with the road surface of highway 1.Downlink 23 is provided with across the arcuate channels 25 above the mistake highway 1, and the inlet 252 and the outlet 253 of arcuate channels 25 are joined with downlink 23 road.Branch out one by arcuate channels 25 and be approximately U-shaped lie 251 and link to each other with highway 1, the arm that lie 251 links to each other with arcuate channels 25 is than its brachium that links to each other with highway 1, and two arms are not at grade.251 liang of arms of lie be connected the part width bigger than the width of two arms.Isolation strip 22 is provided with two tunes mouthfuls 221 and 222, lays respectively at the both sides of highway 1, and respectively than outlet 253 and outlet 243 further from highway 1, so that vehicle can be reversed end for end through tune mouthfuls 221 or 222.
Vehicle A can keep straight on through passage 24.Vehicle A can realize turning right through lie 241 through inlet 242 again.Vehicle A also can realize turning right along arrow a.
Vehicle B can keep straight on through passage 25.Vehicle B can realize through lie 251 through inlet 252 again.Vehicle B also can pass through passage 25, and again through tune crossing 221, the route of turning right along A is realized at last.
Vehicle C can pass arcuate channels 25 and the craspedodrome of 24 belows along highway 1.Vehicle C can realize turning right along arrow C 1.Vehicle C can realize along arrow C 2.
Figure, the passage of similar double-deck comprehensive full intercommunication cross road shown in Figure 4 to the front also can be a underground passage.Also can be the cross road of left lateral regulation, its each several part 26S Proteasome Structure and Function be similar to Fig. 4's, keeps to the left but will adapt to vehicle, and the current mode of vehicle is also similar, but keeps to the left.
As shown in Figure 5, the highway of stipulating for right lateral.Highway 1 and highway 2 are the highway of vehicle one-way traffic.2 are provided with across the arcuate channels 21 above the mistake highway 1, and the inlet 212 of arcuate channels 21 and the road surface of outlet 213 and highway 2 join.Branch out a strip lie 211 by arcuate channels 21, the maximum end of lie 211 openings joins with arcuate channels 21, and the inlet 2111 of lie 211 joins with the road surface of highway 1.
Vehicle A can keep straight on through passage 21.Vehicle A can realize turning right along arrow a.
Vehicle B can pass arcuate channels 21 belows along highway 1 and keep straight on.Vehicle B can pass through lie 211 admission passages 21 again through inlet 2111, realizes through outlet 213 again.
Figure, the passage of similar double-deck comprehensive full intercommunication cross road shown in Figure 5 to the front also can be a underground passage.Also can be the cross road of left lateral regulation, its each several part 26S Proteasome Structure and Function be similar to Fig. 5's, keeps to the left but will adapt to vehicle, and the current mode of vehicle is also similar, but keeps to the left.
Referring to figs. 2 and 3, the construction method of the full intercommunication cross road of double-deck space omnidirectional shown in the figure, comprise and build two crossing highways 1 and 2 or carry out on the basis of existing two crossing highways 1 and 2, every highway has uplink and the downlink that the isolation strip separates.Build one respectively across the arcuate channels above another highway 24 and 25 or cross underground passage 24 and 25 below another highway at the uplink 21 of highway 2 and downlink 23, passage 24 and 25 branches out a lie 241 and 251 respectively.Passage 24 and 25 inlet 242 and 252 and outlet 243 and 253 all join with the road surface of highway 2.Inlet 242 252 is built in the homonymy of highway 1 and the certain distance that staggers with outlet, and outlet 253 is farther from highway 1, and the certain distance that is staggered serves as to turn left or turn right pass through that entering behind passage 25 belows or the top enters the mouth 242 decides with the vehicle that travels on the highway 1.Inlet 252 with outlet 243 positions relation and inlet 242 with export 252 similar.On the isolation strip 22 of highway 2, build two and turn to mouthful 222 and 224 and two tune mouths 221 and 223, turn to mouthfuls 222 and 224 lay respectively at inlet 242 with between the outlet 252 and inlet 252 with outlet 243, tune mouth 221 and 223 is followed away from highway 1 than outlet 253 and 243 respectively, can reverse end for end after making things convenient for vehicle through a passage.On the isolation strip of the highway 1 of the both sides of highway 2, respectively build one and turn to mouthfuls 121 and 122.
The construction method of the full intercommunication cross road of double-deck space omnidirectional illustrated in figures 1 and 2, also can build two crossing highways or existing two crossing highways and be provided with above-mentioned turn to the crossing and reverse end for end carry out on the basis at crossing, two prefabricated arcuate channels with the lie that branches out are installed on the uplink and downlink of a highway in two crossing highways, preformed channel is across another highway top, preformed channel two ends and road are joined, and the outlet of two lies is joined with the uplink road surface and the downlink road surface of the highway that preformed channel is not installed respectively.
The construction method of Fig. 4 and highway shown in Figure 5 also comprises and builds two crossing highways or carry out on the basis of existing two highways, and can build with prefabricated units.
As shown in Figure 6, be a kind of prefabricated units of building the full intercommunication cross road of double-deck space omnidirectional of the preferred embodiments of the present invention.The main body of arcuate channels prefabricated units is an arch sheet, and from punish lie of expenditure near arch sheet main body one end.Lie is approximately U-shaped, and its arm that is connected with the arch sheet main body is longer, and two arm junctions are wide than two arms, and two arms are not at grade.The arcuate channels prefabricated units that can make different length, width and thickness are to adapt to different needs.Available constructional materials commonly used such as all steel material, reinforcing bar mix earth or other suitable material is made the arcuate channels prefabricated units.
As shown in Figure 7, be a kind of prefabricated units of building the full intercommunication cross road of double-deck space omnidirectional of another preferred embodiment of the present invention.The main body of arcuate channels prefabricated units is an arch sheet, and from punish lie of expenditure near arch sheet main body one end.The lie strip, an end opening that links to each other with arch sheet is big than the other end.The arcuate channels prefabricated units that can make different length, width and thickness are to adapt to different needs.Available constructional materials commonly used such as all steel material, reinforcing bar mix earth or other suitable material is made the arcuate channels prefabricated units.
As shown in Figure 8, for building the prefabricated units of assisted diversion passage, be the arch plate body, available constructional materials commonly used such as all steel material, reinforcing bar mix earth or other suitable material is made, and the arch assisted diversion passage prefabricated units that can make different length, width and thickness are to adapt to different needs.
According to different traffic loadings, it is three tracks, Four-Lane Road that the uplink of each highway of the full intercommunication cross road of double-deck space omnidirectional of the present invention and downlink can build up, also can build up is multilane still less or more, and the number of track-lines of uplink and downlink can be different.
More than invention has been described with embodiment, but these embodiment should not be construed as limiting the invention, and also should belong to scope of the present invention not exceeding any variation that the present invention's design made.To those skilled in the art, more than given embodiment can be through simply changing to adapt to concrete condition, for example realization " well " shape,
The continuous intercommunication at shape and "T"-shaped highway crossing place.
Claims (15)
1. the full intercommunication cross road of double-deck space omnidirectional, comprise two crossing highways, it is characterized in that: wherein be provided with one on highway at least across the arcuate channels of another highway top or cross the underground passage of another highway below, the entrance and exit of arcuate channels or underground passage joins with the road surface that the highway of passage is set, channel branch goes out a lie, and the lie other end joins with the road surface that the highway of passage is not set.
2. according to the full intercommunication cross road of double-deck space omnidirectional of claim 1, it is characterized in that: every highway has uplink and downlink; Wherein the uplink of a highway and downlink are respectively arranged with one across the arcuate channels of another highway top or cross the underground passage of another highway below; Article one, the inlet of passage is arranged at the homonymy of the highway that passage is not set and the certain distance that staggers with the outlet of another passage, and this certain distance serves as to turn left or turn right to pass the inlet that can enter another passage behind a passage below or the top and decide with the vehicle that travels on the highway that passage is not set; Being provided with two between the uplink of the highway that is provided with passage and downlink turns to mouthful and two tunes mouthful, wherein two turn to inlet that mouth is located at passage respectively with between the uplink and downlink between the outlet of another passage, and the convenient vehicle that travels on the highway of passage of not being provided with is for turning left or turning right and pass the inlet that enters another passage behind a passage below or the top; Two tune mouths are located at after locating to make vehicle through a passage between the uplink of the outlet of passage and the downlink and can be reversed end for end; Between the uplink of the highway that passage is not set of the both sides of the highway that is provided with passage and downlink, respectively be provided with one and turn to mouth.
3. according to the full intercommunication cross road of double-deck space omnidirectional of claim 2, it is characterized in that: above or below the uplink of the highway that passage is not set and downlink, also be respectively arranged with one across crossing or pass across the assisted diversion passage that turns to mouthful.
4. according to the full intercommunication cross road of double-deck space omnidirectional of claim 2 or 3, it is characterized in that: lie is approximately U-shaped, and an arm that is connected with passage is than a brachium that is connected with the highway that passage is not set, and the two arms part that is connected is wideer than two arms.
5. according to the full intercommunication cross road of double-deck space omnidirectional of claim 4, it is characterized in that two lies are connected with the uplink of the highway that passage is not set and the inboard of downlink.
6. according to the full intercommunication cross road of double-deck space omnidirectional of claim 1, it is characterized in that: wherein highway has uplink and downlink and another one way traffic highway and intersects; Have and be provided with one on the uplink of highway of uplink and downlink and the downlink respectively across the arcuate channels of another top or cross the underground passage of another highway below, the entrance and exit of every passage all joins with the highway pavement with uplink and downlink, every channel branch goes out a lie, and the lie outlet is joined with the one way traffic highway pavement; Have and be provided with two tunes mouthful between the uplink of highway of uplink and downlink and downlink, lay respectively at the both sides of one way traffic highway.
7. according to the full intercommunication cross road of double-deck space omnidirectional of claim 6, it is characterized in that: wherein a lie is approximately U-shaped, and an arm that is connected with passage is than a brachium that is connected with the highway that passage is not set, and the two arms part that is connected is wideer than two arms; Another lie strip, its end opening that links to each other with passage is big than the other end.
8. according to the full intercommunication cross road of double-deck space omnidirectional of claim 1, it is characterized in that: comprise two crossing one way traffic highways, wherein one way traffic highway is provided with one across the arcuate channels of another one way traffic highway top or cross the underground passage of another one way traffic highway below, the entrance and exit of passage all joins with the one way traffic highway pavement that passage is set, channel branch goes out a lie, and the lie inlet joins with the one way traffic highway pavement that passage is not set.
9. the full intercommunication cross road of double-deck space omnidirectional according to Claim 8, it is characterized in that: lie is a strip, its end opening that links to each other with passage is big than the other end.
10. the construction method of the full intercommunication cross road of double-deck space omnidirectional, comprise and build two crossing highways or on existing two crossing highway foundations, carry out, it is characterized in that: build at least one therein on highway across the arcuate channels of another highway top or cross the underground passage of another highway below, the entrance and exit of arcuate channels or underground passage joins with the road surface that the passage highway is set, channel branch goes out a lie, and the lie other end joins with the road surface that the highway of passage is not set.
11. the method for the full intercommunication cross road of the double-deck space omnidirectional of construction according to Claim 8, it is characterized in that: prefabricated arcuate channels with a lie, at least one prefabricated arcuate channels is installed on the highway in two crossing highways, preformed channel is across another highway top, the preformed channel two ends join with the road surface that the passage highway is set, and the other end of lie joins with the highway pavement that preformed channel is not installed.
12. be used to build the prefabricated units of the full intercommunication cross road of double-deck space omnidirectional, main body is the tabular prefabricated arcuate channels of arch, it is characterized in that: also have a tabular lie to be connected with the arch sheet main body near arch sheet main body one end.
13. according to the prefabricated units that are used to build the full intercommunication cross road of double-deck space omnidirectional of claim 12, it is characterized in that: lie is approximately U-shaped, an arm that is connected with the arch sheet main body is than another brachium, and the two arms part that is connected is wideer than two arms.
14. the prefabricated units according to claim 11 is characterized in that: lie is a strip, and its end opening that links to each other with arch sheet is bigger.
15. be used to build the prefabricated units of the full intercommunication cross road of double-deck space omnidirectional, main body is an arch sheet, it is characterized in that: as the structure of assisted diversion passage.
Priority Applications (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200510096837A CN100591851C (en) | 2005-03-22 | 2005-09-09 | Double-space omni-directional and communicating cross road and precast unit |
| HK06102826A HK1081802A2 (en) | 2005-09-09 | 2006-03-03 | Intelligent crossroad |
| US12/304,447 US20100172986A1 (en) | 2005-09-09 | 2006-07-11 | Controlled release composition and preparation thereof |
| PCT/CN2006/001693 WO2007028305A1 (en) | 2005-09-09 | 2006-07-17 | A double layer full interchange crossroad, a construction method therefor and a prefabricated member used therein |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200510033805 | 2005-03-22 | ||
| CN200510033805.7 | 2005-03-22 | ||
| CN200510096837A CN100591851C (en) | 2005-03-22 | 2005-09-09 | Double-space omni-directional and communicating cross road and precast unit |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1837479A true CN1837479A (en) | 2006-09-27 |
| CN100591851C CN100591851C (en) | 2010-02-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200510096837A Expired - Fee Related CN100591851C (en) | 2005-03-22 | 2005-09-09 | Double-space omni-directional and communicating cross road and precast unit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100591851C (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104195909A (en) * | 2014-08-08 | 2014-12-10 | 陈一鸣 | Non-elevated tiny urban cross overpass |
| CN104894934A (en) * | 2015-06-30 | 2015-09-09 | 廖敢云 | Miniature interchange |
| CN105088908A (en) * | 2014-05-22 | 2015-11-25 | 林子深 | Coherent all-direction communicated intersecting parallels flyover |
| CN105970754A (en) * | 2015-06-30 | 2016-09-28 | 廖敢云 | Miniature practical overpass bridge |
| CN109377755A (en) * | 2018-10-31 | 2019-02-22 | 惠州市德赛西威汽车电子股份有限公司 | A kind of lane efficiency optimization apparatus for grouping and method |
-
2005
- 2005-09-09 CN CN200510096837A patent/CN100591851C/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105088908A (en) * | 2014-05-22 | 2015-11-25 | 林子深 | Coherent all-direction communicated intersecting parallels flyover |
| CN104195909A (en) * | 2014-08-08 | 2014-12-10 | 陈一鸣 | Non-elevated tiny urban cross overpass |
| CN104894934A (en) * | 2015-06-30 | 2015-09-09 | 廖敢云 | Miniature interchange |
| CN105970754A (en) * | 2015-06-30 | 2016-09-28 | 廖敢云 | Miniature practical overpass bridge |
| CN105970754B (en) * | 2015-06-30 | 2018-09-07 | 廖敢云 | Miniature applicable viaduct |
| CN109377755A (en) * | 2018-10-31 | 2019-02-22 | 惠州市德赛西威汽车电子股份有限公司 | A kind of lane efficiency optimization apparatus for grouping and method |
| CN109377755B (en) * | 2018-10-31 | 2021-11-30 | 惠州市德赛西威汽车电子股份有限公司 | Lane traffic efficiency optimizing grouping device and method |
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| Publication number | Publication date |
|---|---|
| CN100591851C (en) | 2010-02-24 |
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