CN1693585A - Fishhook type rotation road full oilrection overpass - Google Patents
Fishhook type rotation road full oilrection overpass Download PDFInfo
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- CN1693585A CN1693585A CN 200410101053 CN200410101053A CN1693585A CN 1693585 A CN1693585 A CN 1693585A CN 200410101053 CN200410101053 CN 200410101053 CN 200410101053 A CN200410101053 A CN 200410101053A CN 1693585 A CN1693585 A CN 1693585A
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- bridge
- road
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- tunnel
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
- E01C1/04—Road crossings on different levels; Interconnections between roads on different levels
Abstract
This invention relates to a road changing all directions overpass method at cross road. Turnaround ramp is built in two ends overhead area under common flyover to make one flyover bear two functions of direct movement and turnaround. One fish-hook style rotation overpass is built on each side of overpass, left turn of two driving direction and turnaround problem of one arterial road is solved by each fish-hook style rotation overpass bridge. Drivers only need to select direct movement or turnaround before they arrived at overpass bridge, they can finish road change to all directions by going up the overpass bridge once. The overpass bridge can be built underground, three crossing ramp bridge can solve the all directions crossing problem that at least need five crossing ramp overpass can solve, it is the simplest and most convenient all directions overpass bridge. The occupying of land is small, buildings around road are not need to remove, and its construction will not affect traffic, so it is fit to be built in city center.
Description
One, the present invention relates to improved omnidirectional crossroads is simplified in a kind of lane change of road cross junction, three interchange ramp bridges of this human have just all solved omnidirectional's grade separation method that five interchange ramp bridges of present minimum needs could solve, and are omnidirectional crossroads the simplest in the present known patent, most convenient.The construction that has few occupation of land, do not need to tear the roadside buildings thing open, can not influence traffic suits in the down town construction very much.
Two, now the whole world is existing or at the omnidirectional crossroads of building, and is not will take up an area of to reach nearly 100,000 square metres, and the construction that need carry out three layers or even four layers exactly on road has the mutilevel overpass that reaches tens trails most.The downtown area is the serious area that blocks up, and needs most the construction omnidirectional crossroads.Build in the down town with taking up an area of many methods, need to remove a large amount of buildings, thereby total expenditure of construction of every omnidirectional crossroads is therefore up to several hundred million units even will be above 1,000,000,000 yuan.Solve and carry out multi-level grade separation, reduce though take up an area of to some extent, but the bridge construction expense rolls up, the noise problem and the overpass bridge periphery driving inconvenience more of particularly driving a vehicle and being brought, make the commercial value of overpass bridge surrounding buildings thing significantly devalue, thus lost the commercial centre status, such overpass bridge has necessity of construction?
Three, the objective of the invention is to design in order thoroughly to solve the traffic jam of downtown area, the lane change omnidirectional crossroads that relates to a kind of road cross junction, it is to build the tune ring road in built on stilts district, the two ends of general bridge crossing bottom, a bridge crossing has just been born kept straight on and binomial such as tune function.Respectively build a fishhook-type rotating overpass again on the both sides of bridge crossing in addition, every fishhook-type reversing bridge all is responsible for solving the left-hand bend of two direction of traffics and the tune problem of a major trunk roads direction vehicle.
The driver is when reaching this overpass bridge, and only needing to select is to keep straight on, or turn, and last bridge just can be finished the lane change to any direction running.This overpass bridge can carry out full infrastructure fully, and three interchange ramp bridges just all solve omnidirectional's grade separation, are omnidirectional crossroads the simplest in the present known patent, most convenient.The construction that has few occupation of land, do not need to tear the roadside buildings thing open, can not influence traffic suits in the down town construction very much.Fishhook-type rotary omnidirectional overpass for road comprises:
1, at right-angled intersection, selecting a wideest road is major road.Right-angled intersection with the major road vertical direction above set up bridge crossing (B) or be connected less important arterial highway by subterranean tunnel (B), set under the e section of bridge crossing clear height and be that e section high is 6 meters in 6 meters or the tunnel.Part is built the tune ring road (j section) for the secondary road service below the bridge crossing on major road both sides, this bridge crossing has just been born kept straight on and binomial such as tune function.The upper and lower gradient of setting bridge crossing is 10 to spend to 20 degree (d section).The full ground construction structure of this bridge crossing and band pedestrian overcrossing structural representation are Fig. 1.Complete underground construction structure and band pedestrian overcrossing structural representation are Fig. 2, (F) are safe baffle area;
2, respectively build a fishhook-type two-wire revolution cross-line overpass bridge (A) in the upper and lower part of the major road on the both sides of bridge crossing, this fishhook-type two-wire reversing bridge all on the ground the construction structure schematic diagram be Fig. 1, fishhook-type two-wire reversing bridge is divided into three sections compositions: a section is last bridge ramp, the gradient be 7 spend to 10 the degree; The b section is a garden arc bridge crossing, and setting under-clearance is 6 meters, for improving road speed, is high outside and low outside slope bridge with garden arc bridge crossing construction, and the gradient is 3 degree; The c section is the Xia Qiao ramp, the gradient be 15 spend to 25 the degree.Every fishhook-type reversing bridge all is responsible for solving the left-hand bend of two direction of traffics and the tune problem of a major trunk roads direction vehicle.
The complete underground construction structure schematic diagram in this fishhook-type two-wire revolution tunnel (A) be Fig. 2, and fishhook-type two-wire revolution tunnel also is divided into three sections compositions: a section is the gug that enters the tunnel, and the gradient is 15 to spend to 25 and spend; The b section is arc cross-line tunnel, garden, and the road clear height is 6 meters in the setting tunnel, for improving road speed, is high outside and low outside road surface, slope with garden arc cross-line tunnel construction, and the gradient is 3 degree; The c section is the up gradient that the tunnel, the gradient be 7 spend to 10 the degree.The left-hand bend of two direction of traffics and the tune problem of a major trunk roads direction vehicle all are responsible for solving in every fishhook-type revolution tunnel;
3, at the place, plane, both sides, ramp that connects less important arterial highway bridge crossing (B), construction has the driving discrepancy ring road (P2) with three direction turning function of two-wire runway, at the place, plane, outside of fishhook-type two-wire reversing bridge, build the right-hand bend discrepancy ring road (P1) of main trunk road;
4, for making things convenient for the pedestrian to go across the road, adding people from Construction Bank overline bridge (R) schematic diagram on the both sides that connect less important arterial highway bridge crossing (B) is Fig. 1: the f section of wearing less important arterial highway bridge crossing (B) under pedestrian overcrossing, the bottom construction is communal bathroom (public lavatory WC), and top is the walkway.Respectively set up one to be that taxi (TAXI) or other car personnel need temporary parking position easily on the both sides, public lavatory.In the h of pedestrian overcrossing section, except that stair activity and slope commonly used, we increase elevator and help upward overline bridge of pedestrian.For remedying elevator investment and day-to-day operation expense, be that retail shop hires out with g section ground and two layers of construction of pedestrian overcrossing, the q section is the pedestrian overpass.
In complete underground construction cross-line tunnel, adding people from Construction Bank overline bridge (R) schematic diagram if desired aloft is Fig. 2: connect the f section of less important arterial highway at pedestrian overcrossing, the bottom construction is communal bathroom (public lavatory WC), and top is the walkway.Respectively set up one to be that taxi (TAXI) or other car personnel need temporary parking position easily on the both sides, public lavatory.In the h of pedestrian overcrossing section, except that stair activity and slope commonly used, we increase elevator and help upward overline bridge of pedestrian.For remedying elevator investment and day-to-day operation expense, be that retail shop hires out with g section ground and two layers of construction of pedestrian overcrossing, the q section is the pedestrian overpass;
5, for guaranteeing the safety of fishhook-type two-wire reversing bridge b section garden arc bridge crossing, build branch of clivus buttress (D) at the outer arc place, the outward thrust that is produced to dissolve in the driving is to destruction of bridge;
6, this omnidirectional crossroads can not influence the construction of traffic:
At first the major road both sides of crossroad are respectively widened 10 meters, long 100 meters and be new road, take 20 meters wide segment paths then and begin to build fishhook-type two-wire reversing bridge (A) or tunnel (A), the expectation construction period is 4 to 5 months.
After fishhook-type two-wire reversing bridge (A) or tunnel (A) build up, widen each 10 meters on both sides, less important arterial highway, long 100 meters and be interim new road, allow all vehicles of less important arterial highway all finish and keep straight on or left-hand bend by fishhook-type two-wire reversing bridge (A) or tunnel (A).We carry out the construction of bridge crossing (B) or tunnel (B) and pedestrian overcrossing (R) part at the 15 meters parts in centre of sealing less important arterial highway then, estimate that the construction period is 4 to 5 months.
Bridge crossing (B) or tunnel (B) build finish and come into operation after, remove interim new road and connect the work of pedestrian overcrossing, estimate that the construction period is 2 months.
Fig. 1, be the construction structure schematic diagram of fishhook-type rotary omnidirectional crossroads of band pedestrian overcrossing;
Fig. 2, be the construction structure schematic diagram of building with underground tunnel fully of fishhook-type rotary omnidirectional crossroads of band pedestrian overcrossing;
Appointment Fig. 1 is a Figure of abstract.
Specify the realization of running mode below in conjunction with Fig. 1.
In Fig. 1, the north and south road is that bottom, thing road are connected by bridge crossing, be labeled as arrow 1, arrow 2, arrow 3, arrow 4 total four directions from four traffic routes of the south, be labeled as arrow 5, arrow 6, arrow 7, arrow 8 total four directions from four traffic routes of the North, the mode of travelling of all directions is:
Arrow 1 is a straight-line travelling route from south to north, and this route northwards travels always;
The left-hand bend route of arrow 2 for being travelled by south east, arrow 3 is for needing the travel route of tune.After arrow 2, arrow 3 turn round descending the crossing of cross-line overpass bridge (A) from first fishhook-type two-wire forward, by lane change district (E) last second fishhook-type two-wire revolution cross-line overpass bridge (A).Right-hand bend enters the turning car discrepancy ring road (P2) that the two-wire driving lane is arranged in the plane construction of the both sides, ramp of less important arterial highway bridge crossing (B) behind 2 times bridges of arrow, and then finishes left-hand bend and travel eastwards.Enter by north orientation south travel direction by lane change district (E) behind 3 times bridges of arrow and finish the tune process;
Arrow 4 is the right-hand bend travel route by the south orientation west, enter the right-hand bend people ring road (P1) of the main trunk road of building on the plane, outside of fishhook-type two-wire reversing bridge from first fishhook-type two-wire revolution cross-line overpass bridge (A) front, and then turn right and to enter, and then finish right-hand bend and westwards travel at the turning car that the two-wire driving lane is arranged of the both sides, ramp of less important arterial highway bridge crossing (B) the plane construction ring road (P2) of coming in and going out;
Arrow 5 northwards the right-hand bend travel route of west of serving as reasons, enter from the turning car that the two-wire driving lane is arranged of both sides, the ramp plane construction of less important arterial highway bridge crossing (B) ring road (P2) of coming in and going out, the right-hand rotation that enters from fishhook-type two-wire revolution cross-line overpass bridge (A) limit at the main trunk road of plane, the outside construction of fishhook-type two-wire reversing bridge bend into ring road (P1), and then finishes right-hand bend and northwards travel;
The left-hand bend route of arrow 6 for being travelled by east orientation south at first enters the turning car discrepancy ring road (P2) that the two-wire driving lane is arranged of both sides, the ramp plane construction of less important arterial highway bridge crossing (B), turns right then and goes up fishhook-type two-wire revolution cross-line overpass bridge (A).Arrow 6 enters by north orientation south travel direction by lane change district (E) behind following bridge and finishes the left-hand bend process;
Arrow 7 is for needing the travel route of tune, at first enter the turning car discrepancy ring road (P2) that the two-wire driving lane is arranged of both sides, the ramp plane construction of less important arterial highway bridge crossing (B), left-hand bend is by the tune ring road j section of the secondary road of the below construction of bridge crossing then, turn left to get back to the turning car discrepancy ring road (P2) that the two-wire driving lane is arranged of both sides, the ramp plane construction of less important arterial highway bridge crossing (B) again, finish the tune process of travel direction from west to east;
Arrow 8 is straight-line travelling route from east to west, and this route is to pass to set up bridge crossing (B) with the top of major road vertical direction and westwards travel always.
Claims (6)
1, at right-angled intersection, selecting a wideest road is major road.Right-angled intersection with the major road vertical direction above set up bridge crossing (B) or be connected less important arterial highway by subterranean tunnel (B), set under the e section of bridge crossing clear height and be that e section high is 6 meters in 6 meters or the tunnel.Part is built the tune ring road (j section) for the secondary road service below the bridge crossing on major road both sides, this bridge crossing has just been born kept straight on and binomial such as tune function.The upper and lower gradient of setting bridge crossing is 10 to spend to 20 degree (d section).The full ground construction structure of this bridge crossing and band pedestrian overcrossing structural representation are Fig. 1.Complete underground construction structure and band pedestrian overcrossing structural representation are Fig. 2, (F) are safe baffle area;
2, respectively build a fishhook-type two-wire revolution cross-line overpass bridge (A) in the upper and lower part of the major road on the both sides of bridge crossing, this fishhook-type two-wire reversing bridge all on the ground the construction structure schematic diagram be Fig. 1, fishhook-type two-wire reversing bridge is divided into three sections compositions: a section is last bridge ramp, the gradient be 7 spend to 10 the degree; The b section is a garden arc bridge crossing, and setting under-clearance is 6 meters, for improving road speed, is high outside and low outside slope bridge with garden arc bridge crossing construction, and the gradient is 3 degree; The c section is the Xia Qiao ramp, the gradient be 15 spend to 25 the degree.Every fishhook-type reversing bridge all is responsible for solving the left-hand bend of two direction of traffics and the tune problem of a major trunk roads direction vehicle.
The complete underground construction structure schematic diagram in this fishhook-type two-wire revolution tunnel (A) be Fig. 2, and fishhook-type two-wire revolution tunnel also is divided into three sections compositions: a section is the gug that enters the tunnel, and the gradient is 15 to spend to 25 and spend; The b section is arc cross-line tunnel, garden, and the road clear height is 6 meters in the setting tunnel, for improving road speed, is high outside and low outside road surface, slope with garden arc cross-line tunnel construction, and the gradient is 3 degree; The c section is the up gradient that the tunnel, the gradient be 7 spend to 10 the degree.The left-hand bend of two direction of traffics and the tune problem of a major trunk roads direction vehicle all are responsible for solving in every fishhook-type revolution tunnel;
3, at the place, plane, both sides, ramp that connects less important arterial highway bridge crossing (B), construction has the driving discrepancy ring road (P2) with three direction turning function of two-wire runway, at the place, plane, outside of fishhook-type two-wire reversing bridge, build the right-hand bend discrepancy ring road (P1) of main trunk road;
4, for making things convenient for the pedestrian to go across the road, adding people from Construction Bank overline bridge (R) schematic diagram on the both sides that connect less important arterial highway bridge crossing (B) is Fig. 1: the f section of wearing less important arterial highway bridge crossing (B) under pedestrian overcrossing, the bottom construction is communal bathroom (public lavatory WC), and top is the walkway.Respectively set up one to be that taxi (TAXI) or other car personnel need temporary parking position easily on the both sides, public lavatory.In the h of pedestrian overcrossing section, except that stair activity and slope commonly used, we increase elevator and help upward overline bridge of pedestrian.For remedying elevator investment and day-to-day operation expense, be that retail shop hires out with g section ground and two layers of construction of pedestrian overcrossing, the q section is the pedestrian overpass.
In complete underground construction cross-line tunnel, adding people from Construction Bank overline bridge (R) schematic diagram if desired aloft is Fig. 2: connect the f section of less important arterial highway at pedestrian overcrossing, the bottom construction is communal bathroom (public lavatory WC), and top is the walkway.Respectively set up one to be that taxi (TAXI) or other car personnel need temporary parking position easily on the both sides, public lavatory.In the h of pedestrian overcrossing section, except that stair activity and slope commonly used, we increase elevator and help upward overline bridge of pedestrian.For remedying elevator investment and day-to-day operation expense, be that retail shop hires out with g section ground and two layers of construction of pedestrian overcrossing, the q section is the pedestrian overpass;
5, for guaranteeing the safety of fishhook-type two-wire reversing bridge b section garden arc bridge crossing, build branch of clivus buttress (D) at the outer arc place, the outward thrust that is produced to dissolve in the driving is to destruction of bridge;
6, this omnidirectional crossroads can not influence the construction of traffic:
At first the major road both sides of crossroad are respectively widened 10 meters, long 100 meters and be new road, take 20 meters wide segment paths then and begin to build fishhook-type two-wire reversing bridge (A) or tunnel (A), the expectation construction period is 4 to 5 months.
After fishhook-type two-wire reversing bridge (A) or tunnel (A) build up, widen each 10 meters on both sides, less important arterial highway, long 100 meters and be interim new road, allow all vehicles of less important arterial highway all finish and keep straight on or left-hand bend by fishhook-type two-wire reversing bridge (A) or tunnel (A).We carry out the construction of bridge crossing (B) or tunnel (B) and pedestrian overcrossing (R) part at the 15 meters parts in centre of sealing less important arterial highway then, estimate that the construction period is 4 to 5 months.
Bridge crossing (B) or tunnel (B) build finish and come into operation after, remove interim new road and connect the work of pedestrian overcrossing, estimate that the construction period is 2 months.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004101010539A CN100557130C (en) | 2004-12-07 | 2004-12-07 | Fishhook-type rotary omnidirectional overpass for road |
| PCT/CN2005/002069 WO2006060950A1 (en) | 2004-12-07 | 2005-12-01 | A road traffic facility and a construction method therefor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004101010539A CN100557130C (en) | 2004-12-07 | 2004-12-07 | Fishhook-type rotary omnidirectional overpass for road |
Related Child Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2008100864643A Division CN101260637A (en) | 2004-12-07 | 2004-12-07 | Fishhook-type rotary omnidirectional overpass for road |
| CNA2009100054246A Division CN101498118A (en) | 2004-12-07 | 2004-12-07 | Fishhook rotary type road omnidirectional crossroads |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1693585A true CN1693585A (en) | 2005-11-09 |
| CN100557130C CN100557130C (en) | 2009-11-04 |
Family
ID=35352696
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2004101010539A Expired - Fee Related CN100557130C (en) | 2004-12-07 | 2004-12-07 | Fishhook-type rotary omnidirectional overpass for road |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN100557130C (en) |
| WO (1) | WO2006060950A1 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102094371A (en) * | 2009-12-15 | 2011-06-15 | 缪龙琯 | Bee type all-through overpass |
| CN102392401A (en) * | 2011-11-01 | 2012-03-28 | 韩明友 | Method and bridge for realizing continuous passing of vehicles at level crossing by utilizing U-shaped rotary bridges |
| CN102747658A (en) * | 2012-06-26 | 2012-10-24 | 赵树峰 | Trunk road L-shaped crankle and branch road connection combined barrier-free all-round transportation hub |
| CN102747657A (en) * | 2012-06-26 | 2012-10-24 | 赵树峰 | T road barrier-free all-pass combined transportation hub |
| CN103031791A (en) * | 2011-10-07 | 2013-04-10 | 徐元 | Road facility capable of enabling vehicles on crossing road of city to smoothly run |
| CN103243623A (en) * | 2013-06-03 | 2013-08-14 | 韩明友 | U-shaped turnabout culvert road for realizing micro interchange at level crossing of urban built-up area |
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| CN103147373A (en) * | 2012-04-01 | 2013-06-12 | 李旭 | Series smooth flowing bridge |
| SG11201600278XA (en) | 2013-08-02 | 2016-02-26 | Gilead Meroz | A spiral ring full road interchange system |
| CN104278604B (en) * | 2014-10-29 | 2016-01-20 | 河南省公路工程局集团有限公司 | Speedway shape of a saddle pioneer road process for constructing |
| CN104294726B (en) * | 2014-11-11 | 2017-11-21 | 成都鹏伟建材有限公司 | The non-equilibrium current slow blocking method of smooth bridge, the smooth bridge of city guarantor is protected in city |
| CN107881869A (en) * | 2017-12-28 | 2018-04-06 | 王小安 | A kind of vehicle intersection turns around conceptual design |
| CN110607723A (en) * | 2018-06-14 | 2019-12-24 | 邹洤 | Highway non-motor vehicle/pedestrian auxiliary road |
| CN115182212A (en) * | 2022-06-29 | 2022-10-14 | 悉地（苏州）勘察设计顾问有限公司 | Overpass bridge for eliminating traffic conflicts at floor points and design method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1191913A (en) * | 1998-01-13 | 1998-09-02 | 沈利 | Bidirectional symmetrical back-bending fly-over with separated lanes |
| CN1112480C (en) * | 1999-06-18 | 2003-06-25 | 陈清伟 | City overpass |
| CN1327104A (en) * | 2001-03-20 | 2001-12-19 | 任国伟 | Multifunction business road and bridge |
| CN2644479Y (en) * | 2003-03-03 | 2004-09-29 | 李晓华 | Path-changing fly-over bridge at decussation road |
-
2004
- 2004-12-07 CN CNB2004101010539A patent/CN100557130C/en not_active Expired - Fee Related
-
2005
- 2005-12-01 WO PCT/CN2005/002069 patent/WO2006060950A1/en not_active Application Discontinuation
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102094371A (en) * | 2009-12-15 | 2011-06-15 | 缪龙琯 | Bee type all-through overpass |
| CN103031791A (en) * | 2011-10-07 | 2013-04-10 | 徐元 | Road facility capable of enabling vehicles on crossing road of city to smoothly run |
| CN102392401A (en) * | 2011-11-01 | 2012-03-28 | 韩明友 | Method and bridge for realizing continuous passing of vehicles at level crossing by utilizing U-shaped rotary bridges |
| CN102747658A (en) * | 2012-06-26 | 2012-10-24 | 赵树峰 | Trunk road L-shaped crankle and branch road connection combined barrier-free all-round transportation hub |
| CN102747657A (en) * | 2012-06-26 | 2012-10-24 | 赵树峰 | T road barrier-free all-pass combined transportation hub |
| CN102747658B (en) * | 2012-06-26 | 2014-10-22 | 赵树峰 | Trunk road L-shaped crankle and branch road connection combined barrier-free all-round transportation hub |
| CN102747657B (en) * | 2012-06-26 | 2014-11-26 | 赵树峰 | T road barrier-free all-pass combined transportation hub |
| CN103243623A (en) * | 2013-06-03 | 2013-08-14 | 韩明友 | U-shaped turnabout culvert road for realizing micro interchange at level crossing of urban built-up area |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100557130C (en) | 2009-11-04 |
| WO2006060950A1 (en) | 2006-06-15 |
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