CN204509920U - Crossing fast passing bridge construction - Google Patents
Crossing fast passing bridge construction Download PDFInfo
- Publication number
- CN204509920U CN204509920U CN201520029034.3U CN201520029034U CN204509920U CN 204509920 U CN204509920 U CN 204509920U CN 201520029034 U CN201520029034 U CN 201520029034U CN 204509920 U CN204509920 U CN 204509920U
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- bridge
- traffic
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- vertical
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- 238000010276 construction Methods 0.000 title claims abstract description 13
- 125000006850 spacer group Chemical group 0.000 claims abstract description 16
- 210000002683 foot Anatomy 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 206010039203 Road traffic accident Diseases 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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- Road Paving Structures (AREA)
Abstract
The utility model discloses crossing fast passing bridge construction, relate to field of urban traffic, be specifically related to a kind of passing bridge structure of Quick dredging traffic.Comprise be open to traffic bridge and pedway, the bridge that is open to traffic is made up of with the vertical bridge that is open to traffic the horizontal bridge that is open to traffic, and the horizontal bridge that is open to traffic becomes criss-cross construction with the vertical bridge that is open to traffic, and the horizontal bridge location that is open to traffic is above the vertical bridge that is open to traffic; The horizontal bridge that is open to traffic is made up of Bridge Foundation inclined-plane, two, left and right and bridge arcuate surface; Be connected by connection basis at the bottom of bridge bottom two Bridge Foundation inclined-planes, the below of bridge arcuate surface is provided with central spacer leg; Central authorities spacer leg top is connected with the bottom surface of bridge arcuate surface, central spacer leg bottom be connected basis at the bottom of bridge and be connected; Pedway is H type structure, four crossings place that horizontal be open to traffic bridge and the vertical bridge that is open to traffic that four feets of pedway are separately positioned on right-angled intersection are divided into.Solve the problem to peak time traffic jam existed in prior art; Also solve the unsafe problem of pedestrians travel's road.
Description
Technical field
The utility model relates to field of urban traffic, is specifically related to a kind of passing bridge structure of Quick dredging traffic.
Background technology
Current urban traffic situation is that the many people of car are many, and especially crossing congestion can't bear, in peak period, slowly current.And overpass bridge is the critical facility that transport solution blocks up in the market, but the overpass bridge construction period is long, occupation of land is many, costly, and be applicable to the open location of urban fringe and build, and the city central authorities of an inch of land is an inch of gold not broad at road almost cannot build;
The facility of the help pedestrians travel road that market has is pedestrian overcrossing and underground passage.Pedestrian overcrossing, because span is longer, is security consideration, design mostly complicated huge, and expend fund huge, quantity is also very limited, and pedestrians travel's road will be walked a long way and be turned back very inconvenient.Usually traffic accident is caused to take place frequently because pedestrian jaywalks arbitrarily and vehicle loiters.Underground passage is because relate to civil works, and engineering quantity is large, investment is many, and storage is also very few, and condition is also helpless to transport solution and blocks up.
Utility model content
The utility model provides crossing fast passing bridge construction, solves the problem to peak time traffic jam existed in prior art; Also solve the unsafe problem of pedestrians travel's road.
For solving the problem, the utility model adopts following technical scheme: crossing fast passing bridge construction, comprises be open to traffic bridge and pedway 7, and the bridge that is open to traffic is made up of with the vertical bridge 2 that is open to traffic the horizontal bridge 1 that is open to traffic, horizontal bridge 1 and vertical 2 one-tenth, the bridge criss-cross construction that is open to traffic of being open to traffic, the horizontal bridge 1 that is open to traffic is positioned at above the vertical bridge 2 that is open to traffic; The horizontal bridge 1 that is open to traffic is made up of Bridge Foundation inclined-plane 3, two, left and right and bridge arcuate surface 4; Be connected by connecting basis 6 at the bottom of bridge bottom two Bridge Foundation inclined-planes 3, the below of bridge arcuate surface 4 is provided with central spacer leg 5; Central authorities spacer leg 5 top is connected with the bottom surface of bridge arcuate surface 4, central spacer leg 5 bottom be connected basic 6 at the bottom of bridge and be connected; Pedway 7 is H type structure, four crossings place that horizontal be open to traffic bridge 1 and the vertical bridge 2 that is open to traffic that four feets of pedway 7 are separately positioned on right-angled intersection are divided into.
Advantage of the present utility model: the utility model can make vehicle and pedestrian wait for green light, all vehicles are current all continuously smoothly, both save time, fuel saving, also save renewal and the maintenance cost of traffic signals equipment a large amount of every year; The utility model makes vehicle and pedestrian use Correct Lane, and avoids the contact that crosses, and avoids more traffic accident, has ensured a large amount of person and property safety.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation;
Fig. 2 is the horizontal bridge construction schematic diagram that is open to traffic of the present utility model.
Symbol description in figure: 1 be the horizontal bridge that is open to traffic, 2 be Bridge Foundation inclined-plane, 4 be bridge arcuate surface, 5 be central spacer leg, 6 be pedway for connecting basis, 7 at the bottom of bridge for the vertical bridge that is open to traffic, 3.
Detailed description of the invention
By best embodiment, the utility model is described in detail below.
As shown in Figure 1, crossing fast passing bridge construction, comprises be open to traffic bridge and pedway 7, and the bridge that is open to traffic is made up of with the vertical bridge 2 that is open to traffic the horizontal bridge 1 that is open to traffic, horizontal bridge 1 and vertical 2 one-tenth, the bridge criss-cross construction that is open to traffic of being open to traffic, and the horizontal bridge 1 that is open to traffic is positioned at above the vertical bridge 2 that is open to traffic; The horizontal bridge 1 that is open to traffic is made up of Bridge Foundation inclined-plane 3, two, left and right and bridge arcuate surface 4; Be connected by connecting basis 6 at the bottom of bridge bottom two Bridge Foundation inclined-planes 3, the below of bridge arcuate surface 4 is provided with central spacer leg 5; Central authorities spacer leg 5 top is connected with the bottom surface of bridge arcuate surface 4, central spacer leg 5 bottom be connected basic 6 at the bottom of bridge and be connected.
Plugged into by multiple bridge inclined-planes unit and form in Bridge Foundation inclined-plane 3.A bridge inclined-plane unit is a prefabricated right angle trigonometry body of the wide steel structure of about 1 meter, considers manufacture, transport and easy to assembly quick and design.
Bridge arcuate surface 4 is plugged into by multiple arcuate surface unit and is formed.An arcuate surface unit is a wide ogive of about 1 meter, is the pith on top, inclined-plane, connecting bridge basis, is also that vehicle is by the important carrying and the transition portion that crossfade into descending of going up a slope.
Central authorities' spacer leg 5 is the isolation piles of isolating track below arcuate surface, is also the support column lifting arcuate surface, is cone triangle body prefabricated component.Its Main Function most of weight transmitting of arcuate surface is connected at the bottom of bridge effect that is above basic and segmentation track.
Connect basis 6 at the bottom of bridge to form by connecting base unit at the bottom of multiple bridge, connecting base unit at the bottom of each bridge is exactly one piece of elongated steel sheet connected of can plugging into, the important component part ensureing that Bridge Foundation surface width is stable, be also support arcuate surface central authorities spacer leg basis and prevent the excessive pedestal being absorbed in road surface of the stressed pressure of central spacer leg.
Pedway 7 is H type structure, four crossings place that horizontal be open to traffic bridge 1 and the vertical bridge 2 that is open to traffic that four feets of pedway 7 are separately positioned on right-angled intersection are divided into.
Remarkable bridge 7 is made up of upper and lower bridge inclined-plane, walkway and pillar.The inclined-plane of bridge up and down of remarkable bridge is the basis supporting remarkable bridge, is also the step helping pedestrian's remarkable bridge up and down.Walkway is pedestrian's passage with safety device that a section is moved towards the other end from crossing, is the steel structure facility of being plugged into by multiple prefabricated walkway unit.
Last it is noted that obviously, above-described embodiment is only for the utility model example is clearly described, and the restriction not to embodiment.For those of ordinary skill in the field, can also make other changes in different forms on the basis of the above description.Here exhaustive without the need to also giving all embodiments.And thus the apparent change of amplifying out or variation be still among protection domain of the present utility model.
Claims (1)
1. crossing fast passing bridge construction, comprises be open to traffic bridge and pedway, it is characterized in that, the bridge that is open to traffic is made up of with the vertical bridge that is open to traffic the horizontal bridge that is open to traffic, and the horizontal bridge that is open to traffic becomes criss-cross construction with the vertical bridge that is open to traffic, and the horizontal bridge location that is open to traffic is above the vertical bridge that is open to traffic; The horizontal bridge that is open to traffic is made up of Bridge Foundation inclined-plane, two, left and right and bridge arcuate surface; Be connected by connection basis at the bottom of bridge bottom two Bridge Foundation inclined-planes, the below of bridge arcuate surface is provided with central spacer leg; Central authorities spacer leg top is connected with the bottom surface of bridge arcuate surface, central spacer leg bottom be connected basis at the bottom of bridge and be connected; Pedway is H type structure, four crossings place that horizontal be open to traffic bridge and the vertical bridge that is open to traffic that four feets of pedway are separately positioned on right-angled intersection are divided into.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520029034.3U CN204509920U (en) | 2015-01-16 | 2015-01-16 | Crossing fast passing bridge construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520029034.3U CN204509920U (en) | 2015-01-16 | 2015-01-16 | Crossing fast passing bridge construction |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204509920U true CN204509920U (en) | 2015-07-29 |
Family
ID=53707914
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520029034.3U Active CN204509920U (en) | 2015-01-16 | 2015-01-16 | Crossing fast passing bridge construction |
Country Status (1)
Country | Link |
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CN (1) | CN204509920U (en) |
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2015
- 2015-01-16 CN CN201520029034.3U patent/CN204509920U/en active Active
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right | ||
TR01 | Transfer of patent right |
Effective date of registration: 20170725 Address after: 830026 the Xinjiang Uygur Autonomous Region Urumqi economic and Technological Development Zone No. 991 Hill Street Yunling Valley residential area of 2 storey office building office room 2060 Patentee after: Xinjiang Shun'an Zhongda Transportation Technology Services Limited Address before: 834700 1, 2, 198 Garden Street, tower 11, tower, the Xinjiang Uygur Autonomous Region Co-patentee before: Wang Dianrong Patentee before: Chen Hongyin |