CN104805743A - Method for relieving viaduct vehicle congestion - Google Patents
Method for relieving viaduct vehicle congestion Download PDFInfo
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- CN104805743A CN104805743A CN201510097481.7A CN201510097481A CN104805743A CN 104805743 A CN104805743 A CN 104805743A CN 201510097481 A CN201510097481 A CN 201510097481A CN 104805743 A CN104805743 A CN 104805743A
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- viaduct
- elevator
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Abstract
The invention provides a method for relieving viaduct vehicle congestion. Elevators for automobiles to descent a viaduct are built in the middle or on two sides of the viaduct, the automobiles running in two directions on the viaduct are allowed to descend the viaduct through the nearby elevators for descending the viaduct, so that the density of built approach spans for descending the viaduct is reduced, the automobiles can descend the viaduct midway conveniently, the number of the built approach spans of the viaduct can be substantially decreased, the engineering design is simplified, the building cost is reduced, the construction cycle is shortened, the occupied land is reduced, vehicles can descend the viaduct midway conveniently, traffic congestion on and under the viaduct as well as fuel consumption can be reduced, the utilization rate of the viaduct is increased, and the environment is protected.
Description
Technical field
What the present invention relates to urban viaduct builds technical field, specifically a kind of method reducing viaduct vehicle congestion.
Background technology
Along with the development in city, the quick increase of car owning amount, the traffic on existing ground more and more be can't bear to bear a heavy burden, viaduct is that busy urban traffic provides conveniently with quick, it is the best method reducing urban ground traffic pressure, such as road vehicle far away wishes to find viaduct on access bridge to travel on viaduct as early as possible, avoid the traffic above-ground situation of blocking up, reduce the time that crossroad waits traffic lights, viaduct travels in destination, to want again to find bridge under the nearest access bridge in oneself destination to arrive the destination of Working Life with the shortest distance travel, people use viaduct to find, and viaduct also can often block up, and mostly the position of traffic congestion is the access bridge entrance at lower viaduct, and upper viaduct access bridge is unblocked always, viaduct access bridge is entered as the same overhead as long as reason is vehicle, so substantially can not block, the outlet of lower viaduct access bridge is eventful is arranged on the traffic intersection of heavy traffic under bridge, designer's original intention is the current of convenient lower bridge vehicle, do not expect, Viaduct Design person selects the position majority building access bridge to be overlapping with traffic intersection under bridge, the vehicle of lower bridge is often queued up because of waiting signal lamp, if the vehicle of queuing up on bridge takies two tracks, just the same with generation traffic accident, the high density wagon flow of viaduct is pooled to slight traffic road junction, the vehicle flowrate adding under bridge must cause the vehicle Severe blockage on bridge under bridge, especially peak period on and off duty, each have the traffic intersection of bridge access bridge under viaduct to there is Severe blockage.Viaduct is waited the access bridge that lower bridge driver wishes to repair lower viaduct more, the multi-density that lower viaduct access bridge is repaiied can facilitate greatly automobile fast to descend viaduct, reduce the time of waiting on bridge, but repair the problem that access bridge brings is the investment increasing viaduct construction project more, needs to take more urban land, move more resident, thus increase cost and the construction period of viaduct, easily caused access bridge localized ground traffic jam, way not good at present solves.
Summary of the invention
Technical assignment of the present invention solves the deficiencies in the prior art, provides a kind of dispersion to build lower viaduct automobile lifting elevator to reduce the method for viaduct vehicle congestion.
Technical scheme of the present invention realizes in the following manner, the elevator for bridge under automobile is built in the centre of viaduct or both sides, the automobile of two way on bridge is allowed to descend bridge nearby by lower highway bridge elevator, build the density of lower viaduct access bridge with minimizing and facilitate automobile viaduct under midway, specific implementation method is as follows:
1) in the middle of the viaduct of opposing traffic, build the passage of lower highway bridge elevator, the end of lower highway bridge elevator passage arranges lower highway bridge elevator, the direction of traffic of lower highway bridge elevator passage is identical with the current direction of viaduct speed runway, namely allows the vehicle of two-way lane to use viaduct under same elevator to be then incorporated under bridge track in the same way;
2) passage of lower highway bridge elevator is built in the viaduct both sides of opposing traffic, the end of lower highway bridge elevator passage arranges lower highway bridge elevator, the direction of traffic of lower highway bridge elevator passage is identical with the current direction of viaduct speed runway, namely allows the vehicle in track in the same way to use viaduct under lower highway bridge elevator to be then incorporated under bridge track in the same way;
3) be provided with automatic accounting device in elevator, vehicle starts lower highway bridge elevator by automatic accounting device.
A kind of method reducing viaduct vehicle congestion of the present invention has following outstanding beneficial effect, the automobile lifting elevator built for viaduct under automobile is disperseed in the centre of two-way viaduct or both sides, significantly can reduce the quantity of building viaduct access bridge under viaduct, simplify engineering design, reduce construction cost, reduce construction period, reduce land seizure, viaduct under facilitating vehicle to disperse in traveling way, reduce the traffic jam on bridge and under bridge and fuel consume, also the flow motor of traffic intersection under bridge can be disperseed, improve utilization rate and the protection of the environment of viaduct.Automobile is allowed to take advantage of lower highway bridge elevator to disperse lower viaduct, lower highway bridge elevator consuming electric power hardly, thus economic and practical, reliable.Adopt the viaduct using method do not gone up only can not only to releive traffic jam, effectively can also reduce traffic accident.
Accompanying drawing explanation
Fig. 1 is the structural representation arranging elevator in two-way viaduct both sides;
Fig. 2 is the structural representation arranging elevator in the middle of two-way viaduct.
Detailed description of the invention
Below in conjunction with accompanying drawing, a kind of method reducing viaduct vehicle congestion of the present invention is described in further detail.
A kind of method reducing viaduct vehicle congestion of the present invention, the elevator for bridge under automobile is built in the centre of viaduct or both sides, the automobile of two way on bridge is allowed to descend bridge nearby by lower highway bridge elevator, build the density of lower viaduct access bridge with minimizing and facilitate automobile viaduct under midway, specific implementation method is as follows:
1) in the middle of the viaduct of opposing traffic, build the passage of lower highway bridge elevator, the end of lower highway bridge elevator passage arranges lower highway bridge elevator, the direction of traffic of lower highway bridge elevator passage is identical with the current direction of viaduct speed runway, namely allows the vehicle of two-way lane to use viaduct under same elevator to be then incorporated under bridge track in the same way;
2) passage of lower highway bridge elevator is built in the viaduct both sides of opposing traffic, the end of lower highway bridge elevator passage arranges lower highway bridge elevator, the direction of traffic of lower highway bridge elevator passage is identical with the current direction of viaduct speed runway, namely allows the vehicle in track in the same way to use viaduct under lower highway bridge elevator to be then incorporated under bridge track in the same way;
3) be provided with automatic accounting device in elevator, vehicle starts lower highway bridge elevator by automatic accounting device.
Automobile lifting elevator is known technology, and automobile lifting elevator is widely used in parking systems.
The foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, although with reference to previous embodiment to invention has been detailed description, for a person skilled in the art, it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein portion of techniques feature.All any amendments done within the spirit and principles in the present invention, equivalent replacement or improvement etc., all should be included within protection scope of the present invention.
The known technology of those skilled in the art is except technical characteristic disclosed in manual of the present invention.
Claims (1)
1. one kind is reduced the method for viaduct vehicle congestion, comprise viaduct and elevator, it is characterized in that, the elevator for viaduct under automobile is built in the centre of viaduct or both sides, the automobile of two way on bridge is allowed to descend bridge nearby by lower highway bridge elevator, build the density of lower viaduct access bridge with minimizing and facilitate automobile viaduct under midway, specific implementation method is as follows:
1) in the middle of the viaduct of opposing traffic, build the passage of lower highway bridge elevator, the end of lower highway bridge elevator passage arranges lower highway bridge elevator, the direction of traffic of lower highway bridge elevator passage is identical with the current direction of viaduct speed runway, namely allows the vehicle of two-way lane to use viaduct under same elevator to be then incorporated under bridge track in the same way;
2) passage of lower highway bridge elevator is built in the viaduct both sides of opposing traffic, the end of lower highway bridge elevator passage arranges lower highway bridge elevator, the direction of traffic of lower highway bridge elevator passage is identical with the current direction of viaduct speed runway, namely allows the vehicle in track in the same way to use viaduct under lower highway bridge elevator to be then incorporated under bridge track in the same way;
3) be provided with automatic accounting device in elevator, vehicle starts lower highway bridge elevator by automatic accounting device.
Priority Applications (1)
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CN201510097481.7A CN104805743A (en) | 2015-03-05 | 2015-03-05 | Method for relieving viaduct vehicle congestion |
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CN201510097481.7A CN104805743A (en) | 2015-03-05 | 2015-03-05 | Method for relieving viaduct vehicle congestion |
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CN201510097481.7A Pending CN104805743A (en) | 2015-03-05 | 2015-03-05 | Method for relieving viaduct vehicle congestion |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110106756A (en) * | 2019-04-28 | 2019-08-09 | 西南科技大学 | A kind of domatic road staged longitudinal plane structure and its design method |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5332928A (en) * | 1976-09-07 | 1978-03-28 | Ishikawajima Harima Heavy Ind | Apparatus for removing failed vhecles in elevated bridges |
JPH01182401A (en) * | 1988-01-18 | 1989-07-20 | Mitsubishi Electric Corp | Interchange device for high level road |
CN2832895Y (en) * | 2005-08-24 | 2006-11-01 | 邸忠林 | Multi-deck easily-dismountable full-stereo road traffic system |
CN101671983A (en) * | 2009-08-20 | 2010-03-17 | 田耕 | Hourglass-shaped pier capping beam for center ramp of parallel elevated road |
CN101886359A (en) * | 2009-05-11 | 2010-11-17 | 沈漾春 | Solution to series of problems of urban road traffic in saturated condition of total number of private cars |
CN202788101U (en) * | 2011-12-29 | 2013-03-13 | 陈作应 | Three-dimensional parking lot with hydraulic-power hinge connecting-rod type lifting mechanism |
CN203285106U (en) * | 2012-11-14 | 2013-11-13 | 陈超英 | Stereo parking space capable of lifting automatically and guiding automobiles intelligently |
CN203347308U (en) * | 2013-04-24 | 2013-12-18 | 王维正 | Intelligent stereo garage |
-
2015
- 2015-03-05 CN CN201510097481.7A patent/CN104805743A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5332928A (en) * | 1976-09-07 | 1978-03-28 | Ishikawajima Harima Heavy Ind | Apparatus for removing failed vhecles in elevated bridges |
JPH01182401A (en) * | 1988-01-18 | 1989-07-20 | Mitsubishi Electric Corp | Interchange device for high level road |
CN2832895Y (en) * | 2005-08-24 | 2006-11-01 | 邸忠林 | Multi-deck easily-dismountable full-stereo road traffic system |
CN101886359A (en) * | 2009-05-11 | 2010-11-17 | 沈漾春 | Solution to series of problems of urban road traffic in saturated condition of total number of private cars |
CN101671983A (en) * | 2009-08-20 | 2010-03-17 | 田耕 | Hourglass-shaped pier capping beam for center ramp of parallel elevated road |
CN202788101U (en) * | 2011-12-29 | 2013-03-13 | 陈作应 | Three-dimensional parking lot with hydraulic-power hinge connecting-rod type lifting mechanism |
CN203285106U (en) * | 2012-11-14 | 2013-11-13 | 陈超英 | Stereo parking space capable of lifting automatically and guiding automobiles intelligently |
CN203347308U (en) * | 2013-04-24 | 2013-12-18 | 王维正 | Intelligent stereo garage |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110106756A (en) * | 2019-04-28 | 2019-08-09 | 西南科技大学 | A kind of domatic road staged longitudinal plane structure and its design method |
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Application publication date: 20150729 |
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