CN210395068U - Pedestrian and vehicle shunting and sightseeing leisure structure bridge - Google Patents
Pedestrian and vehicle shunting and sightseeing leisure structure bridge Download PDFInfo
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- CN210395068U CN210395068U CN201821879284.6U CN201821879284U CN210395068U CN 210395068 U CN210395068 U CN 210395068U CN 201821879284 U CN201821879284 U CN 201821879284U CN 210395068 U CN210395068 U CN 210395068U
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Abstract
The utility model relates to a pedestrian and vehicle shunting and sightseeing leisure structure bridge, which comprises a transverse motor way, a longitudinal motor way, a transverse non-motor way, a longitudinal non-motor way and a cross-river bridge; a non-motor underground intersection chamber is arranged below the intersection of the transverse motor lane and the longitudinal motor lane; a non-motor vehicle river-crossing channel is arranged below the bridge, and the non-motor vehicle river-crossing channel is connected with a non-motor vehicle intersection chamber; the transverse motor vehicle lane and the longitudinal motor vehicle lane are connected with the river-crossing bridge through the approach bridge structure. The utility model has the advantages that: 1, the position relation of an approach bridge is optimized, so that a vehicle can be more smooth when the vehicle is on the approach bridge, and the trafficability of a motor vehicle is improved; 2, a non-motor river-crossing channel is arranged below the bridge deck of the river-crossing bridge, so that the non-motor vehicles and pedestrians can independently pass through the river-crossing channel; 3, a non-motor vehicle underground intersection chamber is arranged, the non-motor vehicle underground intersection chamber is an oversized space, and the direction of the non-motor vehicles in all directions can be adjusted in time in the space.
Description
Technical Field
The utility model relates to a bridge system, especially a people's car reposition of redundant personnel and sightseeing leisure structure bridge.
Background
At present, most cities are built according to water in the world, so that a lot of river-crossing bridges are inevitably generated in the cities, and in order to ensure navigation of rivers, the current river-crossing bridges have the following problems: 1. when a user sits on an upper bridge and a lower bridge of the vehicle, the user needs to wind a large circle to realize steering, namely, most approach bridge structural designs have defects; 2. the auxiliary road of the upper bridge is found only when a person walks or rides a bridge along a long road, and the non-motor vehicle lane on the bridge surface is generally narrow, so that the walking person and the non-motor vehicle often share the road to influence the same walking; the auxiliary road is arranged more slantwise, so that some electric vehicles and bicycle collars can run dangerously and directly ride on motor vehicle lanes to pass a bridge, and the occurrence rate of traffic accidents is improved; 3. at present, cities develop both banks of rivers, and river footpaths are built on both banks of the rivers and are used for citizens to build body and enjoy rivers, but no project is provided for walking roads on rivers.
Disclosure of Invention
An object of the utility model is to provide an improve people's car reposition of redundant personnel and sightseeing leisure structure bridge of motor vehicle and non-motor trafficability characteristic.
The purpose of the utility model is realized through the following technical scheme: a pedestrian and vehicle shunting and sightseeing leisure structure bridge comprises
Lateral vehicle lane 1: motor vehicle lanes respectively arranged on two banks of the river;
longitudinal vehicle lane 2: a vehicle lane intersecting the transverse vehicle lane 1;
lateral non-motor vehicle lane 3: non-motorized lanes located on both sides of the transverse motorized lane 1;
longitudinal non-motor vehicle lane 4: non-motorized lanes located on both sides of the longitudinal motorized lane 2;
and 5, crossing a river bridge: a bridge structure connecting both banks of a river and used for passing motor vehicles;
also comprises
the non-motor vehicle crosses the river channel 7: the platform structure is positioned below the bridge deck of the river-crossing bridge 5 and fixedly connected with the river-crossing bridge 5, and the non-motor river-crossing channel 7 is mutually connected with a non-motor underground intersection chamber;
an approach bridge system: the transverse motor vehicle lane 1 and the longitudinal motor vehicle lane 2 are connected with a river-crossing bridge 5 through a plurality of approach bridges;
the names and connection relations of the approach bridges are as follows: the east-west trend of the transverse motor vehicle lane 1, the south-north trend of the longitudinal motor vehicle lane 2 and the cross-river bridge 5 are taken as the standard; and (3) river south bank: a lane from west to east in the transverse motor vehicle lane 1 is a forward transverse motor vehicle lane 11, and a lane from east to west in the transverse motor vehicle lane 1 is a reverse transverse motor vehicle lane 12; the lane from south to north in the longitudinal motor vehicle lanes 2 is a positive longitudinal motor vehicle lane 21, the lane from north to south in the longitudinal motor vehicle lanes 2 is a negative longitudinal motor vehicle lane 22, the lane from south to north on the cross-river bridge 5 is a positive bridge motor vehicle lane 51, and the lane from north to south on the cross-river bridge 5 is a negative bridge motor vehicle lane 52;
straight approach bridge 81: taking the driving direction as the standard, the start end of the straight approach bridge 81 is connected with the straight longitudinal motor vehicle lane 21, and the tail end is connected with the straight bridge motor vehicle lane 51;
reverse-straight approach bridge 82: the start end of the reverse-direct approach bridge 82 is connected to the reverse-bridge motor vehicle lane 52, and the tail end is connected to the reverse longitudinal motor vehicle lane 22 by taking the driving direction as the standard;
positive left-turn approach 83: taking the driving direction as a standard, the left-turning leading bridge 83 is positive: is connected to the left lane of the right cross motorway 11, and the end is connected to the left lane of the main bridge motorway 51;
reverse left-turn approach bridge 84: the start end of the reverse left-turn approach bridge 84 is connected to the left lane of the reverse bridge motorway 52, and the tail end is connected to the left lane of the right transverse motorway 11, taking the driving direction as the standard;
right-left turning approach bridge 85: based on the driving direction, the start end of the right-turn approach bridge 85 is connected with the right lane of the reverse transverse vehicle lane 12, and the tail end is connected with the right lane of the front bridge vehicle lane 51;
reverse right-turn approach bridge 86: the start end of the reverse right-turn approach bridge 86 is connected to the right lane of the reverse bridge motorway 52 and the end is connected to the right lane of the reverse transverse motorway 12, taking the driving direction as the standard;
the structure of the river two-bank approach bridge system is in rotational symmetry or mirror symmetry with the center point of the cross-river bridge 5.
Compare prior art, the utility model has the advantages of: 1, the position relation of an approach bridge is optimized, so that a vehicle can be more smooth when the vehicle is on the approach bridge, and the trafficability of a motor vehicle is improved; 2, a non-motor river-crossing channel is arranged below the bridge deck of the river-crossing bridge, so that the non-motor vehicles and pedestrians can independently pass through the river-crossing channel. 3 because the bridge deck of the river-crossing bridge is provided with the river-crossing channel of the whole finished space below, the width of the river-crossing channel is similar to that of the river-crossing bridge, so that the river-crossing bridge can be used for passing by using non-motor vehicles, and the vacant area can be used as an area for leisure sightseeing. 4, the underground intersection chamber of the non-motor vehicle is an oversized space, and the direction of the non-motor vehicle in each direction can be adjusted in time in the space.
Drawings
Fig. 1 is a perspective view of the present invention.
Fig. 2 is a plan view of the present invention.
FIG. 3 is a position relationship diagram between the river crossing passage and the bridge deck of the river crossing bridge of the non-motor vehicle of the present invention.
Fig. 4 is a schematic structural diagram of the traffic platform.
Fig. 5 is a position relation diagram of the river crossing channel and the pier of the non-motor vehicle.
Description of reference numerals: 1 transverse motorway, 11 positive transverse motorway, 12 negative transverse motorway, 2 longitudinal motorway, 21 positive longitudinal motorway, 22 negative longitudinal motorway, 3 transverse non-motorway, 4 longitudinal non-motorway, 5 cross-river bridge, 51 positive bridge motorway, 52 negative bridge motorway, 53 pier, 6 non-motorway underground intersection room, 7 non-motorway cross-river channel, 71 passing platform, 711 steel structure frame, 712 upper steel plate, 713 lower steel plate, 714 reinforcing rib, 72 transverse support, 73 vertical connecting piece, 731 steel connecting rod, 732 upper connecting structure, 733 lower connecting structure, 81 positive straight approach bridge, 82 negative straight approach bridge, 83 positive left-turning approach bridge, 84 negative left-turning approach bridge, 85 positive right-turning approach bridge, 86 negative right-turning approach bridge.
Detailed Description
The invention is described in detail below with reference to the drawings and examples of the specification:
as shown in figures 1 and 2, the utility model provides a man-car diversion and sightseeing leisure structure bridge which comprises
Lateral vehicle lane 1: motor vehicle lanes respectively arranged on two banks of the river;
longitudinal vehicle lane 2: a vehicle lane intersecting the transverse vehicle lane 1;
lateral non-motor vehicle lane 3: non-motorized lanes located on both sides of the transverse motorized lane 1;
longitudinal non-motor vehicle lane 4: non-motorized lanes located on both sides of the longitudinal motorized lane 2;
and 5, crossing a river bridge: a bridge structure connecting both banks of a river and used for passing motor vehicles;
the underground junction chamber 6 of the non-motor vehicle is also included: the overhead structure is positioned below the junction of the transverse motor vehicle lane 1 and the longitudinal motor vehicle lane 2, and the non-motor vehicle underground junction chamber 6 is communicated with the transverse non-motor vehicle lane 3 and the longitudinal non-motor vehicle lane 4;
the non-motor vehicle crosses the river channel 7: the platform structure is positioned below the bridge deck of the river-crossing bridge 5 and fixedly connected with the river-crossing bridge 5, and the non-motor river-crossing channel 7 is mutually connected with a non-motor underground intersection chamber;
an approach bridge system: the transverse motor vehicle lane 1 and the longitudinal motor vehicle lane 2 are connected with a river-crossing bridge 5 through a plurality of approach bridges;
the names and connection relations of the approach bridges are as follows: the east-west trend of the transverse motor vehicle lane 1, the south-north trend of the longitudinal motor vehicle lane 2 and the cross-river bridge 5 are taken as the standard; and (3) river south bank: a lane from west to east in the transverse motor vehicle lane 1 is a forward transverse motor vehicle lane 11, and a lane from east to west in the transverse motor vehicle lane 1 is a reverse transverse motor vehicle lane 12; the lane from south to north in the longitudinal motor vehicle lanes 2 is a positive longitudinal motor vehicle lane 21, the lane from north to south in the longitudinal motor vehicle lanes 2 is a negative longitudinal motor vehicle lane 22, the lane from south to north on the cross-river bridge 5 is a positive bridge motor vehicle lane 51, and the lane from north to south on the cross-river bridge 5 is a negative bridge motor vehicle lane 52;
straight approach bridge 81: taking the driving direction as the standard, the start end of the straight approach bridge 81 is connected with the straight longitudinal motor vehicle lane 21, and the tail end is connected with the straight bridge motor vehicle lane 51;
reverse-straight approach bridge 82: the start end of the reverse-direct approach bridge 82 is connected to the reverse-bridge motor vehicle lane 52, and the tail end is connected to the reverse longitudinal motor vehicle lane 22 by taking the driving direction as the standard;
positive left-turn approach 83: taking the driving direction as a standard, the start end of the right left diversion bridge 83 is connected with the left lane of the right transverse motor lane 11, and the tail end is connected with the left lane of the front bridge motor lane 51;
reverse left-turn approach bridge 84: the start end of the reverse left-turn approach bridge 84 is connected to the left lane of the reverse bridge motorway 52, and the tail end is connected to the left lane of the right transverse motorway 11, taking the driving direction as the standard;
right-left turning approach bridge 85: based on the driving direction, the start end of the right-turn approach bridge 85 is connected with the right lane of the reverse transverse vehicle lane 12, and the tail end is connected with the right lane of the front bridge vehicle lane 51;
reverse right-turn approach bridge 86: the start end of the reverse right-turn approach bridge 86 is connected to the right lane of the reverse bridge motorway 52 and the end is connected to the right lane of the reverse transverse motorway 12, taking the driving direction as the standard;
the structure of the river two-bank approach bridge system is in rotational symmetry or mirror symmetry with the center point of the cross-river bridge 5.
The driving route of the motor vehicle on the south of the river is as follows: wherein the driving route of the motor vehicle at the north river bank and the driving route of the motor vehicle at the south river bank are rotationally symmetrical by the central point of the bridge 5 across the river:
the longitudinal vehicle lane 2 is traveling in the forward direction:
turning left: direct left turn to lateral motorway 1;
and (3) straight going: through the straight approach 81 to the main bridge motorway 51;
and (3) turning to the right: a direct right turn reaches the lateral motorway 1.
The transverse motorway 1 is driving in the forward direction:
turning left: through the right left-hand diversion bridge 83 to reach the right bridge motorway 51;
and (3) straight going: the vehicle can directly drive forwards;
and (3) turning to the right: a direct right turn reaches the longitudinal motorway 1.
The transverse motorway 1 runs in reverse:
turning left: direct left turn to longitudinal motorway 1;
and (3) straight going: the vehicle can directly drive forwards;
and (3) turning to the right: through the right-hand approach bridge 85 to the main bridge motorway 51.
The river-crossing bridge 5 runs reversely:
turning left: through the reverse left-turn approach 84 to the right transverse motorway 11;
and (3) straight going: through the reverse-straight approach bridge 82 to the longitudinal motorway 2;
and (3) turning to the right: through the reverse right-turn approach 86 to the reverse lateral vehicle lane 12.
Further: the forward left-turning approach bridge 83 passes below the reverse straight approach bridge 82, and the reverse left-turning approach bridge 84 passes above the forward straight approach bridge 81;
alternatively, the forward left-turn approach 83 passes above the reverse straight approach 82, and the reverse left-turn approach 84 passes below the forward straight approach 81.
The non-motor vehicle river-crossing channel is arranged at the bottom of the river-crossing bridge, so that the bridge can be built higher during construction, the distance between the forward straight approach bridge 81 and the reverse straight approach bridge 82 and the transverse motor vehicle lane 1 is larger, a certain space is provided for the forward left-turning approach bridge 83 or the reverse left-turning approach bridge 84 passing below the forward straight approach bridge 81 and the reverse straight approach bridge 82, and the vehicle trafficability of the three-layer structure is ensured.
The most significant of the underground intersection chamber 6 of the non-motor vehicle is that on one hand, the exchange of the driving directions of the non-motor vehicle before the non-motor vehicle enters the bridge and after the non-motor vehicle exits the bridge is realized, the following conditions of the existing bridge are avoided, and when the non-motor vehicle does not move backwards before entering the bridge, the non-motor vehicle still maintains the state of moving backwards no matter after entering the bridge or passing the bridge.
As shown in fig. 3-5: the non-motor vehicle river-crossing channel 7 comprises a passing platform 71, transverse supporting pieces 72 arranged at the piers of the river-crossing bridge 5 and vertical connecting pieces 73 for connecting the bridge deck of the river-crossing bridge 5 and the passing platform 71;
the transverse supporting piece 72 is a steel structure supporting piece which is fixed on the pier and radially extends towards the periphery of the pier, and the passing platform 71 is erected on the steel structure supporting piece;
the vertical connecting piece 73 comprises a steel connecting rod 731, and an upper connecting structure 732 and a lower connecting structure 733 which are arranged at two ends of the steel connecting rod 731, wherein the upper connecting structure 732 is connected to the bridge deck of the river-crossing bridge 5, and the lower connecting structure 733 is connected to the passing platform 71.
The traffic platform 71 is supported by the transverse supporting pieces 72 and the vertical connecting pieces 73 together, and because pedestrians and non-motor vehicles are mainly arranged on the traffic platform 71, corresponding supporting force can be provided only by the transverse supporting pieces 72 or the vertical connecting pieces 73; in order to ensure safety, a combination of the two is adopted.
The passing platform 71 comprises a steel structure frame 711 and a steel structure platform fixedly arranged above the steel structure frame 711, wherein the steel structure platform comprises an upper steel plate 712, a lower steel plate 713 and reinforcing ribs 714 which are connected between the upper steel plate 712 and the lower steel plate 713 and distributed in a crisscross mode. In order to ensure the strength of the passing platform, a steel structure frame is arranged, and in order to ensure the safety of the road sections of pedestrians, double-layer steel plates are adopted, and reinforcing ribs 714 are added between the steel plates.
Depending on the circumstances, two embodiments may be provided for the upper connection structure 732 and the lower connection structure 733:
example 1
As shown in fig. 3: the upper connecting structure 732 is upper channel steel, the lower connecting structure 733 is lower channel steel, the upper channel steel is embedded in the side edge of the bridge deck and locked, and the lower channel steel is embedded in the side edge of the passing platform 71 and locked.
Example 2
The upper connecting structure 732 is an upper fixing plate, the lower connecting structure 733 is a lower fixing plate, the upper fixing plate is locked at the bottom of the bridge floor through bolts, and the fixing plate is fixed on a steel structure frame of the passing platform 71 through bolts.
The non-motor vehicle river-crossing channel 7 can be divided into a leisure sightseeing area and a driving area, and the two suggested dividing modes are as follows: the non-motor vehicles advance along the extending direction of the river-crossing channel, the area without contacting the bridge piers is divided into a certain width to be used as a non-motor vehicle running area, and other areas can be used as leisure sightseeing areas.
Claims (4)
1. A pedestrian and vehicle shunting and sightseeing leisure structure bridge comprises
Lateral vehicle lane (1): motor vehicle lanes respectively arranged on two banks of the river;
longitudinal vehicle lane (2): a vehicle lane intersecting the transverse vehicle lane (1);
lateral non-motor vehicle lane (3): -non-motorized lanes located on both sides of the transverse motorized lane (1);
longitudinal non-motor vehicle lane (4): -non-motorized lanes located on both sides of the longitudinal motorized lane (2);
bridge across river (5): a bridge structure connecting both banks of a river and used for passing motor vehicles;
the method is characterized in that: also comprises
Underground junction chamber (6) of non-motor vehicle: the overhead structure is positioned below the junction of the transverse motor vehicle lane (1) and the longitudinal motor vehicle lane (2), and the non-motor vehicle underground junction chamber (6) is communicated with the transverse non-motor vehicle lane (3) and the longitudinal non-motor vehicle lane (4);
non-motor vehicles cross river passageway (7): the platform structure is positioned below the bridge deck of the river-crossing bridge (5) and fixedly connected with the river-crossing bridge (5), and the non-motor river-crossing channel (7) is mutually connected with the non-motor underground intersection chamber (6);
an approach bridge system: the transverse motor vehicle lane (1) and the longitudinal motor vehicle lane (2) are connected with a river-crossing bridge (5) through a plurality of approach bridges;
the names and connection relations of the approach bridges are as follows: the east-west trend of the transverse motor vehicle lane (1), the south-north trend of the longitudinal motor vehicle lane (2) and the cross-river bridge (5) are taken as the standard; and (3) river south bank: a lane from west to east in the transverse motor vehicle lanes (1) is a forward transverse motor vehicle lane (11), and a lane from east to west in the transverse motor vehicle lanes (1) is an inverse transverse motor vehicle lane (12); the lane from south to north in the longitudinal motor-driven lane (2) is a positive longitudinal motor-driven lane (21), the lane from north to south in the longitudinal motor-driven lane (2) is a reverse longitudinal motor-driven lane (22), the lane from south to north on the cross-river bridge (5) is a front bridge motor-driven lane (51), and the lane from north to south on the cross-river bridge (5) is a reverse bridge motor-driven lane (52);
straight approach bridge (81): the start end of the straight-going approach bridge (81) is connected with a straight longitudinal motor vehicle lane (21) and the tail end is connected with a straight bridge motor vehicle lane (51) by taking the driving direction as the standard;
reverse-straight approach bridge (82): the start end of the reverse-direct approach bridge (82) is connected to the reverse-bridge motor vehicle lane (52) and the tail end is connected to the reverse longitudinal motor vehicle lane (22) by taking the driving direction as the standard;
positive left-turn approach (83): the start end of the right-left turning approach bridge (83) is connected with the left lane of the right transverse motor lane (11) and the tail end is connected with the left lane of the right bridge motor lane (51) by taking the driving direction as the standard;
reverse left-turn approach (84): the start end of the reverse left-turning approach bridge (84) is connected to the left lane of the reverse bridge motor lane (52) and the tail end is connected to the left lane of the positive transverse motor lane (11) by taking the driving direction as the standard;
right-turn approach (85): the start end of the right-turn approach bridge (85) is connected with the right lane of the reverse transverse vehicle lane (12) and the tail end is connected with the right lane of the right bridge vehicle lane (51) by taking the driving direction as the standard;
reverse right-turn approach (86): the start end of the reverse right-turn approach bridge (86) is connected to the right lane of the reverse bridge motor lane (52) and the tail end is connected to the right lane of the reverse transverse motor lane (12) by taking the driving direction as the standard;
the structure of the river two-bank approach bridge system is rotationally symmetrical or mirror-symmetrical with the center point of the cross-river bridge (5);
the positive left-turning approach bridge (83) passes through the lower part of the reverse straight approach bridge (82), and the reverse left-turning approach bridge (84) passes through the upper part of the positive straight approach bridge (81);
or the positive left-turning approach bridge (83) passes above the reverse straight approach bridge (82), and the reverse left-turning approach bridge (84) passes below the positive straight approach bridge (81);
the non-motor vehicle river-crossing channel (7) comprises a passing platform (71), transverse supporting pieces (72) arranged at the piers of a river-crossing bridge (5) and vertical connecting pieces (73) for connecting the bridge deck of the river-crossing bridge (5) and the passing platform (71);
the transverse supporting piece (72) is a steel structure supporting piece which is fixed on the pier and radially extends towards the periphery of the pier, and the passing platform (71) is erected on the steel structure supporting piece;
the vertical connecting piece (73) comprises a steel connecting rod (731), an upper connecting structure (732) and a lower connecting structure (733), wherein the upper connecting structure (732) and the lower connecting structure (733) are located at two ends of the steel connecting rod (731), the upper connecting structure (732) is connected to the bridge deck of the river-crossing bridge (5), and the lower connecting structure (733) is connected to the passing platform (71).
2. The pedestrian and vehicle diversion and sightseeing leisure structure bridge according to claim 1, characterized in that: the passing platform (71) comprises a steel structure frame (711) and a steel structure platform fixedly arranged above the steel structure frame (711), and the steel structure platform comprises an upper steel plate (712), a lower steel plate (713) and reinforcing ribs (714) which are connected between the upper steel plate (712) and the lower steel plate (713) and are distributed in a criss-cross mode.
3. The pedestrian and vehicle diversion and sightseeing leisure structure bridge according to claim 1, characterized in that: the upper connecting structure (732) is upper groove-shaped steel, the lower connecting structure (733) is lower groove-shaped steel, the upper groove-shaped steel is embedded in the side edge of the bridge deck and locked, and the lower groove-shaped steel is embedded in the side edge of the passing platform (71) and locked.
4. The pedestrian and vehicle diversion and sightseeing leisure structure bridge according to claim 1, characterized in that: the upper connecting structure (732) is an upper steel plate, the lower connecting structure (733) is a lower steel plate, the upper steel plate is fixed at the bottom of the bridge floor, and the lower steel plate is fixed on the passing platform (71).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821879284.6U CN210395068U (en) | 2018-11-15 | 2018-11-15 | Pedestrian and vehicle shunting and sightseeing leisure structure bridge |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821879284.6U CN210395068U (en) | 2018-11-15 | 2018-11-15 | Pedestrian and vehicle shunting and sightseeing leisure structure bridge |
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| CN210395068U true CN210395068U (en) | 2020-04-24 |
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| CN201821879284.6U Expired - Fee Related CN210395068U (en) | 2018-11-15 | 2018-11-15 | Pedestrian and vehicle shunting and sightseeing leisure structure bridge |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109371800A (en) * | 2018-11-15 | 2019-02-22 | 莆田华侨中学 | Human and vehicle shunting and sight seeing and pastime structural bridge |
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2018
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109371800A (en) * | 2018-11-15 | 2019-02-22 | 莆田华侨中学 | Human and vehicle shunting and sight seeing and pastime structural bridge |
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