CN103215867A - Assembled type intersected road system of bridge floor supporting band traveling device - Google Patents
Assembled type intersected road system of bridge floor supporting band traveling device Download PDFInfo
- Publication number
- CN103215867A CN103215867A CN2013101561634A CN201310156163A CN103215867A CN 103215867 A CN103215867 A CN 103215867A CN 2013101561634 A CN2013101561634 A CN 2013101561634A CN 201310156163 A CN201310156163 A CN 201310156163A CN 103215867 A CN103215867 A CN 103215867A
- Authority
- CN
- China
- Prior art keywords
- bridge
- bridge floor
- road
- bank
- china
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Images
Abstract
The invention provides an assembled type intersected road system of a bridge floor supporting band traveling device, belongs to the technical field of urban road traffic facilities, and mainly solves the problem that the working period of modifying an urban planar intersection into a flyover is long. The assembled type intersected road system is characterized by comprising a crossed intersection intersected road system and a T-shaped intersection intersected road system, wherein the crossed intersection intersected road system comprises a straight-traveling flyover and a left-turning flyover; the T-shaped intersection intersected road system comprises a left-turning flyover and a pedestrian crossing flyover; the straight-traveling flyover comprises a bridge floor support, a driving bridge floor and a vertical column; the left-turning flyover comprises an overcross bridge floor, a left-turning bridge floor support and a vertical column; and the pedestrian crossing flyover comprises pedestrian steps positioned on a sidewalk and a pedestrian crossing bridge floor which is arranged on a transverse road on the pedestrian steps. By adopting an assembled type structure, the construction speed of an urban flyover is greatly increased.
Description
Technical field
The invention belongs to urban highway traffic facility technology field, be specifically related to the assembly type grade separation approach system of bridge floor support belt running gear.
Background technology
It is the biggest obstacle that hinders urban traffic efficient that the urban road midplane intersects, therefore, urban construction overpass bridge or subway are the conventional means that solves the urban traffic inefficiency at present, but owing to build overpass bridge in existing intersection, cost height not only, and the construction period is long, and it is serious that the construction period influences traffic.
Summary of the invention
To be solved by this invention is that overpass bridge problem long in time limit is built in the city grade crossing transformation, and the assembly type grade separation approach system of bridge floor support belt running gear is provided.
The present invention solves the problems of the technologies described above the technical scheme of taking to be:
The assembly type grade separation approach system of bridge floor support belt running gear comprises right-angled intersection grade separation approach system and T-shaped intersection grade separation approach system; Described right-angled intersection grade separation approach system comprises craspedodrome overpass bridge and left-hand rotation overpass bridge, described craspedodrome overpass bridge be arranged on the two-way direct lane at vertical road middle part of crossroad and the craspedodrome overpass bridge on the two-way lane not have the gap arranged side by side; Described left-hand rotation overpass bridge is arranged on the road of four direction of crossroad; Belt road follows the car direction and is followed successively by left-hand rotation overpass bridge, craspedodrome overpass bridge road under bridge section, left-hand rotation overpass bridge; Vertically road follows the car direction and is followed successively by left-hand rotation overpass bridge, craspedodrome overpass bridge, left-hand rotation overpass bridge;
Described T-shaped intersection grade separation approach system comprises that left-hand rotation overpass bridge and People's Bank of China cross the street overpass bridge; Described left-hand rotation overpass bridge is arranged on the road at two symmetrical crossings in T-shaped road junction; Described People's Bank of China is crossed on the road at independent crossing that the street overpass bridge is arranged on the T-shaped road junction;
Described craspedodrome overpass bridge comprises bridge floor support, People's Bank of China's ladder, garage's bridge floor and column, and described bridge floor supports inside drive unit and road wheel are set, and its bottom is provided with the several expansion pillar; Bridge floor supports ramp and the movable ramp comprise bearing, to fuse with bearing; Vertical lift ladder and underpass ladder on the bridge are set on top, bearing side; Described underpass ladder one side is provided with genuine ramp; Described bearing end face is provided with coniform pit and square pit; Described People's Bank of China ladder is positioned on the sidewalk, ground, and it comprises roadside vertical lift ladder and stair step; Between described People's Bank of China ladder and bridge floor support, People's Bank of China's attachment strap is set; Described People's Bank of China attachment strap one end is connected with the underpass mouth, and the other end is connected with attachment strap pillar on the People's Bank of China ladder; Described People's Bank of China attachment strap is positioned at ground right-hand rotation motorway and nonmotorized vehicle lane top; Described garage bridge floor two ends are convex arc surface, and it is divided into bridge floor roadway and bridge floor walkway by spacer assembly, and garage's bridge floor and docks with the concaved circular cambered surface of bridge floor joint between two bridge floors support; This bottom surface, garage bridge floor two ends is provided with the taper boss that matches with coniform pit, and this taper boss is positioned at coniform pit, and bottom surface, garage bridge floor middle part is provided with the column pit that cooperates with column top; Described column is positioned at garage bridge floor below, and insert in the column pit upper end; Described bridge floor joint one end is a concaved circular cambered surface, one end is a slope, and its underpart is provided with square boss, and this bridge floor joint is positioned at bridge floor to be supported, square pit on square boss and bridge floor support on it cooperates, and the slope of this bridge floor joint one end is identical with the ramp in the bridge floor support;
Described left-hand rotation overpass bridge comprises the road and bridge face of striding, turns left and support and column with bridge floor; Described stride road and bridge face turn left support with bridge floor between, and stride road and bridge face with the ramp form right angle turning road that turns left and support with bridge floor; The ramp direction is consistent with ground roadway direction; Described left-hand rotation is supported on the road that is arranged on apart from craspedodrome overpass bridge certain distance with bridge floor, leave the width of nonmotorized vehicle lane with the sidewalk, ground, this left-hand rotation forms isolating pedestrian ramp on the ramp with on the ramp of bridge floor support by the bridge floor support spacer assembly being set, this left-hand rotation is supported with bridge floor and on the ramp of being supported by bridge floor spacer assembly is set and forms isolating pedestrian ramp on the ramp, and this pedestrian ramp links to each other with the passerby trade of striding on striding the road and bridge face; Described striding is provided with spacer assembly and this is striden the road and bridge faces is divided into and strides bus trade and stride the passerby trade on the road and bridge face, stride bottom surface, road and bridge face middle part the column pit that cooperates with column top is set; Described column is positioned at strides road and bridge face below, and insert in the column pit upper end;
Described People's Bank of China crosses the street overpass bridge and comprises People's Bank of China's ladder that is positioned on the sidewalk, ground and the People's Bank of China's attachment strap across road that is installed on People's Bank of China's ladder;
Described stair step one side is provided with the bicycle ramp.
Described craspedodrome overpass bridge is made up of no gap some bicycles road craspedodrome overpass bridge arranged side by side.
Driver's cabin, lounge and pedestrian's outlet in supporting, described bridge floor are set.
The present invention compared with prior art has following beneficial effect:
The present invention is owing to adopt modular construction, make the construction speed of overpass bridge greatly improve, only need to adopt special-purpose haulage vehicle with garage's bridge floor, stride road and bridge face and People's Bank of China's ladder transportation put in place, again bridge floor support and left-hand rotation are supported driving to the predetermined area with bridge floor, the taper boss at bridge floor two ends and the coniform pit in the bridge floor support are combined together, the following pit in bridge floor middle part is inserted on column top, again People's Bank of China's ladder is installed on the sidewalk, promptly finish the assembling of overpass bridge.
Description of drawings
Fig. 1 is a crossroad of the present invention grade separation approach system schematic diagram;
Fig. 2 is a T-shaped road junction of the present invention grade separation approach system schematic diagram;
Fig. 3 is the present invention's overpass bridge bridge floor vertical view that turns left;
Fig. 4 is a bridge floor braced structures schematic diagram of the present invention;
Fig. 5 supports vertical view for bridge floor of the present invention;
Fig. 6 is the present invention's overpass bridge bridge floor vertical view of keeping straight on;
Fig. 7 is the present invention's overpass bridge bridge deck structure schematic diagram of keeping straight on;
Fig. 8 is the present invention's overpass bridge structural representation of keeping straight on;
Fig. 9 be among Fig. 8 A-A to sectional drawing;
Figure 10 be among Fig. 9 B-B to sectional drawing;
Figure 11 is People's Bank of China of the present invention ladder and bridge floor support group assembling structure vertical view;
Figure 12 is a bridge floor bridge floor joint schematic diagram of the present invention;
Figure 13 is a bridge floor joint vertical view of the present invention;
Figure 14 crosses street overpass bridge schematic diagram for the People's Bank of China of T-shaped road junction of the present invention grade separation approach system.
Among the figure: 1-left-hand rotation overpass bridge; 2-craspedodrome overpass bridge; 3-belt road; 4-vertically roads; Sidewalk, 5-ground; The street overpass bridge is crossed by 6-People's Bank of China; 7-stride the road and bridge face; 8-stride the passerby trade; 9-column pit; 10-coniform boss; 11-bridge floor supports; 12-underpass ladder; 13-genuine ramp; Vertical lift ladder on 14-bridge; 15-road wheel; 16-telescopic prop; 17-movable ramp; 18-square pit; 19-taper pit; 20-garage bridge floor; 21-bridge floor walkway; 22-column; 23-underpass attachment strap; 24-People's Bank of China attachment strap; 25-roadside vertical lift ladder; 26-stair step; 27-bicycle ramp; 28-attachment strap pillar; 29-bridge floor joint; 30-square boss.
The specific embodiment
As depicted in figs. 1 and 2, the assembly type grade separation approach system of bridge floor support belt running gear comprises right-angled intersection grade separation approach system and T-shaped intersection grade separation approach system; Described right-angled intersection grade separation approach system comprises craspedodrome overpass bridge 2 and left-hand rotation overpass bridge 1, and described craspedodrome overpass bridge 2 is arranged on vertical road 4 of crossroad; Described left-hand rotation overpass bridge 1 is arranged on the road of four direction of crossroad; Belt road 3 follows the car direction and is followed successively by left-hand rotation overpass bridge 1, craspedodrome overpass bridge road under bridge section, left-hand rotation overpass bridge 1; Vertically road 4 follows the car direction and is followed successively by left-hand rotation overpass bridge 1, craspedodrome overpass bridge 2, left-hand rotation overpass bridge 1;
Described T-shaped intersection grade separation approach system comprises that left-hand rotation overpass bridge 1 and People's Bank of China cross street overpass bridge 6; Described left-hand rotation overpass bridge 1 is arranged on the road at two symmetrical crossings in T-shaped road junction; Described People's Bank of China is crossed on the road at independent crossing that street overpass bridge 6 is arranged on the T-shaped road junction;
As Fig. 8, Fig. 9, Figure 10, shown in Figure 11, described craspedodrome overpass bridge comprises bridge floor support 11, People's Bank of China's ladder, garage's bridge floor 20 and column 22, as Fig. 4, Fig. 5, Fig. 6 and shown in Figure 7, described bridge floor supports 11 inside drive unit and road wheel 15 is set, and its bottom is provided with several expansion pillar 16; Bridge floor supports 11 ramp and the movable ramps 17 that comprise bearing, fuse with bearing; Vertical lift ladder 14 and underpass ladder 12 on the bridge are set on top, bearing side; Described underpass ladder 12 1 sides are provided with genuine ramp 13; Described bearing end face is provided with coniform pit 19 and square pit 18; Described People's Bank of China ladder is positioned on the sidewalk, ground, and it comprises roadside vertical lift ladder 25 and stair step 26; Between described People's Bank of China ladder and bridge floor support 11, People's Bank of China's attachment strap 24 is set; Described People's Bank of China attachment strap 24 1 ends are connected with the underpass mouth, and the other end is connected with attachment strap pillar 28 on the People's Bank of China ladder; Described People's Bank of China attachment strap 24 is positioned at ground right-hand rotation motorway and nonmotorized vehicle lane top; Described garage bridge floor 20 two ends are convex arc surface, and it is divided into bridge floor roadway and bridge floor walkway 21 by spacer assembly, and garage's bridge floor 20 supports between 11 at two bridge floors, and dock with the concaved circular cambered surface of bridge floor joint 29; This bottom surface, garage bridge floor two ends is provided with the taper boss 10 that matches with coniform pit 19, and this taper boss 10 is positioned at coniform pit 19, and bottom surface, garage bridge floor middle part is provided with the column pit 9 that cooperates with column top; Described column 22 is positioned at garage's bridge floor 20 belows, and insert in the column pit 9 upper end; As Figure 12 and shown in Figure 13, described bridge floor joint 29 1 ends are concaved circular cambered surface, one end is a slope, its underpart is provided with square boss 30, this bridge floor joint 29 is positioned at bridge floor to be supported on 11, square boss 30 cooperates with the square pit 18 that bridge floor supports on 11 on it, and the ramp on the slope of these bridge floor joint 29 1 ends and bridge floor support coincide;
As shown in figures 1 and 3, described left-hand rotation overpass bridge 1 comprises the road and bridge face 7 of striding, turns left and support and column 22 with bridge floor; Described stride road and bridge face 7 turn left support with bridge floor between, and stride road and bridge face 7 with the ramp form right angle turning road that turns left and support with bridge floor; The ramp direction is consistent with ground roadway direction; Described left-hand rotation is supported on the road that is arranged on apart from craspedodrome overpass bridge certain distance with bridge floor, leave the width of nonmotorized vehicle lane with sidewalk, ground 5, this left-hand rotation is supported to be supported by bridge floor with bridge floor and on 11 the ramp spacer assembly is set and forms isolating pedestrian ramp on the ramp, and this pedestrian ramp links to each other with the passerby trade 8 of striding on striding road and bridge face 7; Described striding is provided with spacer assembly and this is striden the road and bridge faces is divided into and strides the bus trade and stride passerby trade 8 on the road and bridge face 7, stride bottom surface, road and bridge face middle part the column pit 9 that cooperates with column top is set; Described column 22 is positioned at strides road and bridge face below, and insert in the column pit 9 upper end;
As shown in figure 14, described People's Bank of China crosses street overpass bridge 6 and comprises the People's Bank of China ladder that is positioned on the sidewalk, ground and be installed in the People's Bank of China's attachment strap 24 across road on People's Bank of China's ladder;
As shown in Figure 9, described stair step 26 1 sides are provided with bicycle ramp 27.
Described craspedodrome overpass bridge 2 is made up of no gap some bicycles road craspedodrome overpass bridge arranged side by side.
Described bridge floor supports driver's cabin, workplace and pedestrian's outlet is set in 11.
The course of work and principle:
When the present invention uses, assemble craspedodrome overpass bridge and left-hand rotation overpass bridge respectively;
The assembling of craspedodrome overpass bridge:
At first bridge floor is supported 11 drive units by himself and be driven to the predetermined area, and be parked on horizontal or vertical road craspedodrome road of intersection, symmetry is parked on two relative crossings, and telescopic prop 16 is put down it is landed, and rising bears a heavy burden does in order to reduce the supporting power of road wheel 15; In the process of driving this bridge floor support 11, upwards rotate in movable ramp 17, makes the driver can observe its place ahead; And then with garage's bridge floor 20 and bridge floor joint 29, transport to the predetermined area by special transport vehicle, and garage's bridge floor 20 is placed in two bridge floors supports on 11, the coniform boss 10 at bridge floor two ends is combined together with taper pit 19, square pit 18 on the bearing of square boss on the bridge floor joint 29 30 and bridge floor support is combined together, column 22 tops are inserted in the following column pit 9 in bridge floor middle part, some direct lanes are arranged on each direction, the craspedodrome overpass bridge of same quantity then is installed; People's Bank of China's ladder is installed on the sidewalk, ground, and People's Bank of China's attachment strap 24 two ends are connected with underpass mouth edge and attachment strap pillar 28 respectively; The elevator power supply is connected civil power, promptly finish the assembling of craspedodrome overpass bridge 2;
The assembling of left-hand rotation overpass bridge:
For the crossroad: at first bridge floor is supported on the 11 motor vehicle roadways that are positioned on the road at symmetrical crossing of crossroad; To stride road and bridge faces 7 again is positioned over two bridge floors and supports on 11, coniform pit 19 is combined together with coniform boss 10, on the ramp of bridge floor support 11, spacer assembly is set a side is isolated into pedestrian ramp, underpass attachment strap 23 is taken down, bridge floor supports 11 bottom surface so that the pedestrian can go directly, and exports the sidewalk, ground 5 that arrives the roadside thereby support interior pedestrian from this bridge floor;
For the T-shaped road junction: on two symmetrical crossing roads left-hand rotation overpass bridge 1 is installed respectively; The crossing is installed People's Bank of China and is crossed street overpass bridge 6 separately; Be installed between the People's Bank of China's ladder on the sidewalk, ground and cost People's Bank of China's attachment strap 24.
When this invention is used, when turning left for the vehicle on the either direction of crossroad such as needs, need to turn right through the People's Bank of China attachment strap below of craspedodrome overpass bridge, when reaching the left-hand rotation overpass bridge, turn left behind the up gradient by striding the road and bridge face, turn left again and sail down, proceed to craspedodrome overpass bridge garage's bridge floor or craspedodrome overpass bridge road under bridge section is passed through the crossroad along direct lane by the ramp; Pedestrian and bicycle can realize crossing road by the People's Bank of China's ladder on the craspedodrome overpass bridge and vertical lift ladder, pedestrian ramp that also can be by the left-hand rotation overpass bridge and stride passerby trade 8 and realize crossing road.
Unaffected for the vehicle of keeping straight in symmetry crossing, T-shaped road junction, the right side does not have the vehicle that needs to turn left in the symmetrical road at crossing and can realize by the left-hand rotation overpass bridge of the other end, the vehicle that needs to turn left in the crossing can be turned right earlier separately, and last left-hand rotation overpass bridge turns around to realize.Pedestrian and bicycle can be crossed the street overpass bridge by left-hand rotation overpass bridge, People's Bank of China and realize crossing road.
Police and staff can be in the workplaces in bridge floor supports, office or interim the rest.
Claims (3)
1. the assembly type grade separation approach system of bridge floor support belt running gear is characterized in that: comprise right-angled intersection grade separation approach system and T-shaped intersection grade separation approach system; Described right-angled intersection grade separation approach system comprises craspedodrome overpass bridge (2) and left-hand rotation overpass bridge (1), described craspedodrome overpass bridge (2) be arranged on the two-way direct lane at vertical road (4) middle part of crossroad and the craspedodrome overpass bridge on the two-way lane not have the gap arranged side by side; Described left-hand rotation overpass bridge (1) is arranged on the road of four direction of crossroad; Belt road (3) follows the car direction and is followed successively by left-hand rotation overpass bridge (1), craspedodrome overpass bridge road under bridge section, left-hand rotation overpass bridge (1); Vertically road (4) follows the car direction and is followed successively by left-hand rotation overpass bridge (1), craspedodrome overpass bridge (2), left-hand rotation overpass bridge (1);
Described T-shaped intersection grade separation approach system comprises that left-hand rotation overpass bridge (1) and People's Bank of China cross street overpass bridge (6); Described left-hand rotation overpass bridge (1) is arranged on the road at two symmetrical crossings in T-shaped road junction; Described People's Bank of China is crossed on the road at independent crossing that street overpass bridge (6) is arranged on the T-shaped road junction;
Described craspedodrome overpass bridge comprises that bridge floor supports (11), People's Bank of China's ladder, garage's bridge floor (20) and column (22), and described bridge floor supports (11) inside drive unit and road wheel (15) are set, and its bottom is provided with several expansion pillar (16); Bridge floor supports ramp and movable ramp (17) that (11) comprise bearing, fuse with bearing; Vertical lift ladder (14) and underpass ladder (12) on the bridge are set on top, bearing side; Described underpass ladder (12) one sides are provided with genuine ramp (13); Described bearing end face is provided with coniform pit (19) and square pit (18); Described People's Bank of China ladder is positioned on the sidewalk, ground, and it comprises roadside vertical lift ladder (25) and stair step (26); Between described People's Bank of China ladder and bridge floor support (11), People's Bank of China's attachment strap (24) is set; Described People's Bank of China attachment strap (24) one ends are connected with the underpass mouth, and the other end is connected with attachment strap pillar (28) on the People's Bank of China ladder; Described People's Bank of China attachment strap (24) is positioned at ground right-hand rotation motorway and nonmotorized vehicle lane top; Described garage bridge floor (20) two ends are convex arc surface, and it is divided into bridge floor roadway and bridge floor walkway (21) by spacer assembly, and garage's bridge floor (20) is positioned at two bridge floors to be supported between (11), and docks with the concaved circular cambered surface of bridge floor joint (29); This bottom surface, garage bridge floor two ends is provided with the taper boss (10) that matches with coniform pit (19), and this taper boss (10) is positioned at coniform pit (19), and bottom surface, garage bridge floor middle part is provided with the column pit (9) that cooperates with column top; Described column (22) is positioned at garage's bridge floor (20) below, and insert in the column pit (9) upper end; Described bridge floor joint (29) one ends are concaved circular cambered surface, one end is a slope, its underpart is provided with square boss (30), this bridge floor joint (29) is positioned at bridge floor to be supported on (11), square boss on it (30) cooperates with the square pit (18) that bridge floor supports on (11), and the ramp on the slope of these bridge floor joint (29) one ends and bridge floor support coincide;
Described left-hand rotation overpass bridge (1) comprises the road and bridge face (7) of striding, turns left and support and column (22) with bridge floor; The described road and bridge face (7) of striding is between turning left with the bridge floor support, and the ramp form right angle turning road of striding road and bridge face (7) and turning left and supporting with bridge floor; The ramp direction is consistent with ground roadway direction; Described left-hand rotation is supported on the road that is arranged on apart from craspedodrome overpass bridge certain distance with bridge floor, leave the width of nonmotorized vehicle lane with sidewalk, ground (5), this left-hand rotation is supported to be supported by bridge floor with bridge floor and on the ramp of (11) spacer assembly is set and forms isolating pedestrian ramp on the ramp, and this pedestrian ramp links to each other with the passerby trade (8) of striding on striding road and bridge face (7); Described striding is provided with spacer assembly and this is striden the road and bridge faces is divided into and strides bus trade and stride passerby trade (8) on the road and bridge face (7), stride bottom surface, road and bridge face middle part the column pit (9) that cooperates with column top is set; Described column (22) is positioned at strides road and bridge face below, and insert in the column pit (9) upper end;
Described People's Bank of China crosses street overpass bridge (6) and comprises People's Bank of China's ladder that is positioned on the sidewalk, ground and the People's Bank of China's attachment strap (24) across road that is installed on People's Bank of China's ladder;
Described stair step (26) one sides are provided with bicycle ramp (27).
2. according to the assembly type grade separation approach system of the described bridge floor support belt of claim 1 running gear, it is characterized in that: described craspedodrome overpass bridge (2) is made up of no gap some bicycles road craspedodrome overpass bridge arranged side by side.
3. according to the assembly type grade separation approach system of the described bridge floor support belt of claim 1 running gear, it is characterized in that: described bridge floor supports driver's cabin, workplace and pedestrian's outlet is set in (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310156163.4A CN103215867B (en) | 2013-04-28 | 2013-04-28 | Assembled type intersected road system of bridge floor supporting band traveling device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310156163.4A CN103215867B (en) | 2013-04-28 | 2013-04-28 | Assembled type intersected road system of bridge floor supporting band traveling device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103215867A true CN103215867A (en) | 2013-07-24 |
| CN103215867B CN103215867B (en) | 2015-04-29 |
Family
ID=48813992
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310156163.4A Active CN103215867B (en) | 2013-04-28 | 2013-04-28 | Assembled type intersected road system of bridge floor supporting band traveling device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103215867B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821078A (en) * | 2014-03-04 | 2014-05-28 | 张宝宇 | Transfer device of mobile overpass |
| CN104494715A (en) * | 2014-12-24 | 2015-04-08 | 张宝宇 | Interchange type bus |
| CN105970791A (en) * | 2016-07-03 | 2016-09-28 | 张光裕 | Land-saving overhead type pedestrian bridge |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1784720A1 (en) * | 1968-09-11 | 1971-08-12 | Hagedorn Gerhard Dipl Ing | Bridging carriageway |
| WO2007028305A1 (en) * | 2005-09-09 | 2007-03-15 | Chi Sum Jack Lam | A double layer full interchange crossroad, a construction method therefor and a prefabricated member used therein |
| US20080124170A1 (en) * | 2004-10-01 | 2008-05-29 | James Frederick Seymour | Temporary Roadway |
| CN201593161U (en) * | 2009-11-20 | 2010-09-29 | 楚伟峰 | Movable bridge |
| TW201239155A (en) * | 2011-03-25 | 2012-10-01 | Rui-Zhang Xiao | High-speed road hardware and car driving method thereof |
| CN203200628U (en) * | 2013-04-28 | 2013-09-18 | 牛化会 | Assembled type interchange road system of bridge floor supporting belt walking device |
-
2013
- 2013-04-28 CN CN201310156163.4A patent/CN103215867B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1784720A1 (en) * | 1968-09-11 | 1971-08-12 | Hagedorn Gerhard Dipl Ing | Bridging carriageway |
| US20080124170A1 (en) * | 2004-10-01 | 2008-05-29 | James Frederick Seymour | Temporary Roadway |
| WO2007028305A1 (en) * | 2005-09-09 | 2007-03-15 | Chi Sum Jack Lam | A double layer full interchange crossroad, a construction method therefor and a prefabricated member used therein |
| CN201593161U (en) * | 2009-11-20 | 2010-09-29 | 楚伟峰 | Movable bridge |
| TW201239155A (en) * | 2011-03-25 | 2012-10-01 | Rui-Zhang Xiao | High-speed road hardware and car driving method thereof |
| CN203200628U (en) * | 2013-04-28 | 2013-09-18 | 牛化会 | Assembled type interchange road system of bridge floor supporting belt walking device |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821078A (en) * | 2014-03-04 | 2014-05-28 | 张宝宇 | Transfer device of mobile overpass |
| CN103821078B (en) * | 2014-03-04 | 2015-10-28 | 张宝宇 | The transfer device of Mobile overpass |
| CN104494715A (en) * | 2014-12-24 | 2015-04-08 | 张宝宇 | Interchange type bus |
| CN105970791A (en) * | 2016-07-03 | 2016-09-28 | 张光裕 | Land-saving overhead type pedestrian bridge |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103215867B (en) | 2015-04-29 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207073044U (en) | Bridge tunnel composite cross crossing road | |
| CN204475095U (en) | Multilayer passes unimpeded overpass bridge | |
| CN205775679U (en) | A kind of multi-functional cross overpass | |
| CN103215867B (en) | Assembled type intersected road system of bridge floor supporting band traveling device | |
| CN105951549A (en) | Multifunctional cross flyover | |
| CN203200628U (en) | Assembled type interchange road system of bridge floor supporting belt walking device | |
| CN201099829Y (en) | Human vehicle shunting facilities | |
| CN101126219B (en) | Crossroad road system without traffic light | |
| CN209686174U (en) | Overhead system annular bus platform | |
| CN102127886A (en) | Multifunctional tunnel and road parking area | |
| CN201738207U (en) | High through capacity crossroad full intercommunication fly-over bridge | |
| CN103321116B (en) | Cross way structure for dispersing traffic flow based on speeds at cross road | |
| CN103088734A (en) | Three-dimensional transportation system for urban main road | |
| CN101250844A (en) | Road traffic engineering system method and corresponding establishment | |
| CN102400425B (en) | Spiral type overpass | |
| CN201006969Y (en) | T-shape crossing viaduct | |
| CN201785688U (en) | Full-intercommunication flyover for narrow crossroad | |
| CN101487214A (en) | Humanized multifunctional intersection for urban crossroad | |
| CN210395068U (en) | Pedestrian and vehicle shunting and sightseeing leisure structure bridge | |
| CN203451962U (en) | Intersection fast-slow diverging cross road structure | |
| CN202131550U (en) | Three-layer flyover for urban road | |
| CN202830668U (en) | Compact elevated fast motor vehicle lane and mixed traffic crossed interchange bridge | |
| CN201826568U (en) | Parking zone | |
| CN201006968Y (en) | Crossroad viaduct | |
| CN200999316Y (en) | Novel overpass |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201228 Address after: 537100 Comprehensive Economic Development Zone of Three-invested Enterprises in Gangnan District, Guigang City, Guangxi Zhuang Autonomous Region (near the traffic lights of Jiangnan Industrial Zone) Patentee after: Guangxi Xin Bin Cheng Machinery Co.,Ltd. Address before: 047199 Dongcheng, Handian Town, Changzhi County, Changzhi City, Shanxi Province Patentee before: Niu Huahui |
|
| TR01 | Transfer of patent right | ||
| CI03 | Correction of invention patent |
Correction item: Patentee|Address Correct: Niuhuahui|047199 Dongcheng, Handian Town, Changzhi County, Changzhi City, Shanxi Province False: Guangxi Xinbincheng Machinery Co.,Ltd.|537100 Economic Comprehensive Development Zone of Foreign-funded Enterprises, Gangnan District, Guigang City, Guangxi Zhuang Autonomous Region (near the traffic lights in Jiangnan Industrial Zone) Number: 02-02 Volume: 37 |
|
| CI03 | Correction of invention patent |