CN202440730U - Crossroad building structure requiring no traffic light - Google Patents
Crossroad building structure requiring no traffic light Download PDFInfo
- Publication number
- CN202440730U CN202440730U CN2012200676519U CN201220067651U CN202440730U CN 202440730 U CN202440730 U CN 202440730U CN 2012200676519 U CN2012200676519 U CN 2012200676519U CN 201220067651 U CN201220067651 U CN 201220067651U CN 202440730 U CN202440730 U CN 202440730U
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- road
- crossroad
- path
- building structure
- direct motion
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Abstract
The utility model relates to a crossroad building structure requiring no traffic light. The crossroad building structure is good in using effect and low in cost and comprises an underground sidewalk arranged under the ground and communicated with roads in four directions, an underground straightly-walking passage transversely or longitudinally arranged on the portion of a crossroad and four groups of overhead connecting bridges. Each overhead connecting bridge is formed by an uphill ramp, a turning passage, a connection passage and a downhill ramp, wherein the initial end of the uphill ramp is located at any retrograde lane and connected with the turning passage located above the crossroad, the turning passage turns leftward to a left prograde lane and is connected with the connection passage which is arranged above the left prograde lane and extends to be above the initial end of the uphill ramp arranged on a left retrograde lane, then the connection passage is connected with the downhill ramp of the lane where the uphill ramp arranged on the left retrograde lane is located, and the downhill ramp extends downwards to be on the same plane with the road surface. The crossroad building structure has the advantages of being simple in structure, easy to construct, low in cost and the like.
Description
Technical field
The utility model is a kind of crossroad road overline bridge, particularly a kind of crossroad building structure that need not to be provided with traffic lights.
Background technology
Present traditional crossroad road overline bridge, many especially especially for the crossroad building scheme that need not to be provided with traffic lights, but the present crossroad plan of establishment; All there is complex structure; Floor space is big, and it is loaded down with trivial details to construct, and builds or the higher defective of improvement cost.
Summary of the invention
The purpose of the utility model is: provide a kind of result of use good, with low cost need not is provided with the crossroad building structure of traffic lights.
The purpose of the utility model realizes through following structure: it comprises and is positioned at below ground, the underground pedestrian walk of UNICOM's four direction road, is horizontalyl or vertically set in the underground craspedodrome passage at place, crossroad; Is otherwise that the direct motion road is the road that drives in the wrong direction with vehicle ' to the road of crossroad direction; It comprises that also four groups of tops are positioned at the overhead overline bridge that any direct motion road, an end are positioned at the left side way of relative direct motion road; Described overhead overline bridge by steep uphill, turn to path, connecting path, descending ramp to constitute; The initiating terminal of steep uphill is arranged in any retrograde road and extends to this retrograde road and crossroad intersection top near the reversed carriage and the steep uphill of direct motion road; Steep uphill is connected with the path that turns to that is positioned at the top, crossroad; Turn to path to turn left to the top of crossroad and direct motion road junction, the left side; Turn to path to be connected with connecting path afterwards, connecting path is positioned at the top of left side direct motion road, and extends to the drive in the wrong direction top of the steep uphill initiating terminal that road is provided with, the left side; Connect the drive in the wrong direction descending ramp in the track, steep uphill place that road is provided with, the left side afterwards and connect, the descending ramp extends downward with the road surface and flushes.
The advantage of the utility model is: 1 is simple in structure, and this programme need not to be provided with comparatively complicated structure, on four roads through four identical structure settings and cross road, in that a underground passage is set, can accomplish design, and overall structure is simple; 2 constructions are simple, with low cost, do not have complicated building structure, only need to build simple structure; And excavate a underground craspedodrome passage, and can accomplish whole design scheme, this technology all is existing mature technology; Need not complicated technology, global design and construction cost are cheap.
Description of drawings
Fig. 1 is the vertical view of the utility model;
Fig. 2 is the structural representation of the overhead overline bridge of removal of the utility model.
Fig. 3 is the reference view of the another kind of way to get there of the utility model.
Label declaration
1 underground pedestrian walk, 2 underground craspedodrome passages, 3 overhead overline bridges, 31 steep uphill, 32 descending ramps, 33 connecting paths, 34 turn to path, 4 fence.
The specific embodiment
Shown in Fig. 1-3: the utility model comprises and is positioned at below ground, the underground pedestrian walk 1 of UNICOM's four direction road, is horizontalyl or vertically set in the underground craspedodrome passage 2 at place, crossroad; Wherein underground pedestrian walk is existing mature technology; Its concrete structure is no longer further set forth, and its effect mainly is the use of street excessively that is used for four roads of UNICOM, is convenient to pedestrian or bicycle or electric bicycle.The underground craspedodrome passage that is horizontalyl or vertically set in the place, crossroad also is existing mature technique; One of them direction is provided with the form that underground craspedodrome passage is used for this direction through vehicles; Then another direction is just directly directly kept straight on from ground level road; Wherein, avoid increasing cost simultaneously in order to vacate the space of going for the vehicle of turning right, laterally described or longitudinally descend the craspedodrome passage not comprise the track that the both sides in the road are used to turn right.
The utility model is otherwise that the direct motion road is the road that drives in the wrong direction with vehicle ' to the road of crossroad direction; It comprises that also four groups of tops are positioned at the overhead overline bridge 3 that any direct motion road, an end are positioned at the left side way of relative direct motion road; Described overhead overline bridge by steep uphill 31, turn to path 34, connecting path 33, descending ramp 32 to constitute; The initiating terminal of steep uphill is arranged in any retrograde road and extends to this retrograde road and crossroad intersection top near the reversed carriage and the steep uphill of direct motion road; Steep uphill is connected with the path that turns to that is positioned at the top, crossroad; Turn to path to turn left to the top of crossroad and direct motion road junction, the left side; Turn to path to be connected with connecting path afterwards, connecting path is positioned at the top of left side direct motion road, and extends to the drive in the wrong direction top of the steep uphill initiating terminal that road is provided with, the left side; Connect the drive in the wrong direction descending ramp in the track, steep uphill place that road is provided with, the left side afterwards and connect, the descending ramp extends downward with the road surface and flushes.
The running region of the running region of direct motion vehicle and retrograde vehicle is provided with the fence 4 of cutting apart 2 running regions in the reversed carriage of steep uphill front.
Use is following, and (following form situation is fit to country's use that vehicle dextrad is gone) vehicle advances on the direct motion road, keeps straight on if desired; Just directly pass through, turn right if desired, then directly drive to rightmost track through ground road or underground craspedodrome passage; Turn right then, turn left if desired, then earlier with the direct motion zone of vehicle ' to reversed carriage; Sail steep uphill then into, along turning to path, connecting path, descending ramp to drive to the corresponding track on the left side at last.
Because the situation of stack does not take place in any overhead overline bridge; So any overhead overline bridge (turning to path, two parts of connecting path) if maximum height be not less than the vehicle minimum altitude, need not to worry the situation that causes because of the stack of overhead overline bridge further raising the frame overline bridge and take place.
The utility model is under the road direct motion road of four direction and the reverse simultaneously situation about being provided with of retrograde road, and the utility model still can realize, if with vehicle on the road surface or the travel direction of overhead overline bridge turn to simultaneously.Same reason, with reference to figure 3, the utility model becomes original steep uphill into descending to be used, and descending ramp originally becomes to go up a slope uses, and other structures are constant, also can realize function corresponding.
Claims (4)
1. crossroad building structure that need not to be provided with traffic lights; It comprises and is positioned at below ground, the underground pedestrian walk (1) of UNICOM's four direction road, is horizontalyl or vertically set in the underground craspedodrome passage (2) at place, crossroad; It is characterized in that: on the contrary be that the direct motion road is the road that drives in the wrong direction with vehicle ' to the road of crossroad direction; It comprises that also four groups of tops are positioned at the overhead overline bridge (3) that any direct motion road, an end are positioned at the left side way of relative direct motion road; Described overhead overline bridge by steep uphill (31), turn to path (34), connecting path (33), descending ramp (32) to constitute; The initiating terminal of steep uphill is arranged in any retrograde road and extends to this retrograde road and crossroad intersection top near the reversed carriage and the steep uphill of direct motion road; Steep uphill is connected with the path that turns to that is positioned at the top, crossroad, turns to path to turn to the top of crossroad and direct motion road junction, the left side left, turns to path to be connected with connecting path afterwards; Connecting path is positioned at the top of left side direct motion road; And extend to the drive in the wrong direction top of the steep uphill initiating terminal that road is provided with, the left side, connect the drive in the wrong direction descending ramp in the track, steep uphill place that road is provided with, the left side afterwards and connect, the descending ramp extends downward with the road surface and flushes.
2. a kind of crossroad building structure that need not to be provided with traffic lights according to claim 1 is characterized in that: laterally described or longitudinally descend the craspedodrome passage not comprise the track that the both sides in the road are used to turn right.
3. a kind of crossroad building structure that need not to be provided with traffic lights according to claim 1 is characterized in that: turn to the height of path, connecting path to be not less than height of car.
4. a kind of crossroad building structure that need not to be provided with traffic lights according to claim 1 is characterized in that: be provided with the fence (4) of cutting apart 2 running regions in the end reversed carriage of steep uphill front between the running region of the running region of direct motion vehicle and retrograde vehicle.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012200676519U CN202440730U (en) | 2012-02-28 | 2012-02-28 | Crossroad building structure requiring no traffic light |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012200676519U CN202440730U (en) | 2012-02-28 | 2012-02-28 | Crossroad building structure requiring no traffic light |
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CN202440730U true CN202440730U (en) | 2012-09-19 |
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CN2012200676519U Expired - Fee Related CN202440730U (en) | 2012-02-28 | 2012-02-28 | Crossroad building structure requiring no traffic light |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103590292A (en) * | 2013-11-29 | 2014-02-19 | 郑勤民 | Unblocked overpass at intersection |
CN103882786A (en) * | 2012-12-21 | 2014-06-25 | 胡振远 | Novel interchange scheme for municipal crossroad |
WO2018085960A1 (en) * | 2016-11-08 | 2018-05-17 | 汪光凯 | Cross-shaped overpass |
CN110097765A (en) * | 2019-05-30 | 2019-08-06 | 河海大学 | A kind of motor vehicle signal lamp suitable for highway intersection removes determination method |
-
2012
- 2012-02-28 CN CN2012200676519U patent/CN202440730U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103882786A (en) * | 2012-12-21 | 2014-06-25 | 胡振远 | Novel interchange scheme for municipal crossroad |
CN103590292A (en) * | 2013-11-29 | 2014-02-19 | 郑勤民 | Unblocked overpass at intersection |
WO2018085960A1 (en) * | 2016-11-08 | 2018-05-17 | 汪光凯 | Cross-shaped overpass |
CN110097765A (en) * | 2019-05-30 | 2019-08-06 | 河海大学 | A kind of motor vehicle signal lamp suitable for highway intersection removes determination method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120919 Termination date: 20130228 |