CN102747659A - Flyover with steel structure - Google Patents
Flyover with steel structure Download PDFInfo
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- CN102747659A CN102747659A CN2012102473496A CN201210247349A CN102747659A CN 102747659 A CN102747659 A CN 102747659A CN 2012102473496 A CN2012102473496 A CN 2012102473496A CN 201210247349 A CN201210247349 A CN 201210247349A CN 102747659 A CN102747659 A CN 102747659A
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Abstract
The invention provides a 'building blocks-modularized' flyover with a steel structure. The flyover is designed into a structure module due to the performance of easiness of assembly and disassembly and the reproducibility of the steel structure, and the structures are fixed into a whole body by fixed pieces due to the building block type structure principle, so that crowded urban diverted traffics can be transformed, and stop-and-go traffic lights can be replaced. The basic structure of the flyover comprises a span flyover main body, an upper lane left-turning flyover body and a lower lane left-turning flyover body. The span flyover main body comprises a slope module, a transition module, a support module, a pressure dividing module and a sidewalk subsidiary flyover module. The upper lane left-turning flyover body comprises a joining module, an arc module, a support module and a pressure dividing module. The lower lane left-turning flyover body comprises a ramp module, an arc module, a support module and a pressure dividing module. According to the flyover system, the plane order of the urban traffic can be changed into a three-dimensional system, the stop-and-go moving mode can be changed into an ordered and smooth moving mode, the urban traffic jam can be overcome, and the traffic lights can be sifted out. The flyover with the steel structure belongs to renewable resources, is removable and renewable, and can not be evolved into municipal refuse. The flyover belongs to a building blocks-modularized structure, and is convenient to install and construct.
Description
Affiliated technical field
This invention is the iron structure overpass bridge of a kind of " building block moduleization ".
Background technology
At present, along with the rapid increase of the modernization development in city, particularly automobile, the traffic congestion phenomenon highlights day by day, is particularly metropolis such as Guangzhou, Beijing of example with China.Studying carefully its main cause is exactly the original incompatible present urban traffic demand of plane Order traffic rules, and the mode of loitering of traffic lights control is the main cause that the city blocks up.Therefore, exploitation multilevel traffic order is the basic scheme that solves urban traffic blocking.
Mostly existing overpass bridge is reinforced concrete structure, and the engineering time is long, complex structure, transform in the incompatibility urban centre, moreover it belongs to non-renewable resources, once discarded be exactly the most stubborn and stupid rubbish.
Summary of the invention
To above drawback, ad hocly counted this iron structure overpass bridge.Its basic mentality of designing is to utilize the property easy to assemble and the recyclability of iron structure; Be designed to construction module; Utilize building-block principle, be fixed into one, form the iron structure overpass bridge of stable strong with firmware; Be used to transform the intersection in city of blocking up, replace the traffic lights that loiter.
The solution of this invention is: the iron structure overpass bridge comprises strides the bridge main body, last trade left-hand rotation pontic, following trade left-hand rotation pontic.Stride the bridge main body and comprise the ramp module, excessive module, supporting module, division module, the secondary bridge module in sidewalk.Last trade left-hand rotation pontic comprises the linking module, arc module, supporting module, division module.Following trade left-hand rotation pontic comprises the ramp module, arc module, supporting module, division module.At first the bridge main body is striden in assembling in the intersection; On choosing, lay division module on the trade; Division module upper fixed supporting module; Reserve the walkway below the excessive module of supporting module top assembling, assembling ramp, two ends module, ramp module; The secondary bridge module in both sides assemblings sidewalk is striden the bridge main body like this and assemble and successfully told last trade and following trade.Refill and mix trade left-hand rotation pontic; In the fixing module that is connected of the lower slope section of the left turn lane of striding bridge main body one-way street left side, lay division module again, fixed support module above the division module, supporting module top assembling arc module makes trade left-hand rotation pontic stride across the subtend track and incorporates descending track into.Assemble trade left-hand rotation pontic down then; Striding beyond the bridge main body side; The left turn lane assembling ramp module in descending one way left side is laid division module, fixed support module above the division module again; Assembling arc module makes down trade left-hand rotation pontic stride across the subtend track and incorporates up-run lane into above the supporting module.All right-hand rotation ring roads all are layed in the outer rim of intersection system.This iron structure overpass bridge can make from the vehicle of different directions and accomplish to turn left to turn right in order and keep straight on.
This beneficial effect of the invention is: 1 changes the plane Order of urban traffic into three-dimensional order, changes the motor pattern that loiters the motor pattern of orderly smoothness into, has overcome urban traffic blocking, has eliminated traffic lights.2 iron structure overpass bridges belong to renewable resource, have mobility and recyclability, can not develop into municipal refuse.3 this overpass bridges belong to building block module formula structure and are convenient to installation.
Description of drawings
Below in conjunction with accompanying drawing this invention is described further:
Fig. 1 is this invention plan structure sketch map
Fig. 2 is for striding bridge agent structure sketch map
Fig. 3 is last trade left-hand rotation crossstructure sketch map
Fig. 4 is following trade left-hand rotation crossstructure sketch map
Among the figure: 1 strides secondary bridge module 8 supporting modules in 7 sidewalks, hole, 3 times trade left-hand rotations of trade left-hand rotation pontic pontic, 4 right-hand rotation ring road 5 ramp modules, 6 walkway 9 division module 10 excessive modules 11 linking modules 12 arc modules on the bridge main body 2
The specific embodiment
The iron structure overpass bridge comprises strides bridge main body (1), last trade left-hand rotation pontic (2), following trade left-hand rotation pontic (3).Stride bridge main body (1) and comprise ramp module (5), excessive module (10), supporting module (8), division module (9), the secondary bridge module (7) in sidewalk.Last trade left-hand rotation pontic (2) comprises linking module (11), arc module (12), supporting module (8), division module (9).Following trade left-hand rotation pontic (3) comprises ramp module (5), arc module (12), supporting module (8), division module (9).At first bridge main body (1) is striden in assembling in the intersection; On choosing, lay division module (9) on the trade; Division module (9) upper fixed supporting module (8); Reserve hole, walkway (6) below supporting module (8) the top assembling excessive module (10), two ends assembling ramp module (5), ramp module (5); The secondary bridge module (7) in both sides assemblings sidewalk is striden bridge main body (1) like this and assemble and successfully told last trade and following trade.Refill and mix trade left-hand rotation pontic (2); In the fixing module (11) that is connected of the lower slope section of the left turn lane of striding bridge main body (1) one-way street left side; Lay division module (9) again; Fixed support module (8) above the division module (9); Assembling arc module (12) in supporting module (8) top makes trade left-hand rotation pontic (2) stride across the subtend track and incorporates descending track into.Assemble trade left-hand rotation pontic (3) down then; Striding bridge main body (1) beyond the side; The left turn lane assembling ramp module (5) in descending one way left side is laid division module (9), fixed support module (8) above the division module (9) again; Assembling arc module (12) makes down trade left-hand rotation pontic (3) stride across the subtend track and incorporates up-run lane into above the supporting module (8).All right-hand rotation ring roads (4) all are layed in the outer rim of intersection system.This iron structure overpass bridge can make from the vehicle of different directions and accomplish to turn left to turn right in order and keep straight on.
Claims (1)
1. the iron structure overpass bridge comprises and strides bridge main body (1), last trade left-hand rotation pontic (2), following trade left-hand rotation pontic (3); It is characterized in that striding the bridge main body
(1) comprises ramp module (5), excessive module (10), supporting module (8), division module (9), the secondary bridge module (7) in sidewalk; Last trade left-hand rotation pontic (2) comprises linking module (11), arc module (12), supporting module (8), division module (9); Following trade left-hand rotation pontic (3) comprises ramp module (5), arc module (12), supporting module (8), division module (9); At first bridge main body (1) is striden in assembling in the intersection; On choosing, lay division module (9) on the trade, division module (9) upper fixed supporting module (8), supporting module (8) top assembling excessive module (10); Two ends assembling ramp module (5); Reserve hole, walkway (6) below the ramp module (5), the secondary bridge module (7) in assembling sidewalk, both sides is striden bridge main body (1) like this and assemble and successfully told last trade and following trade; Refill and mix trade left-hand rotation pontic (2); In the fixing module (11) that is connected of the lower slope section of the left turn lane of striding bridge main body (1) one-way street left side; Lay division module (9) again; Fixed support module (8) above the division module (9); Assembling arc module (12) in supporting module (8) top makes trade left-hand rotation pontic (2) stride across the subtend track and incorporates descending track into; Assemble trade left-hand rotation pontic (3) down then; Striding bridge main body (1) beyond the side; The left turn lane assembling ramp module (5) in descending one way left side is laid division module (9), fixed support module (8) above the division module (9) again; Assembling arc module (12) makes down trade left-hand rotation pontic (3) stride across the subtend track and incorporates up-run lane into above the supporting module (8); All right-hand rotation ring roads (4) all are layed in the outer rim of intersection system.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN2012102473496A CN102747659A (en) | 2012-07-09 | 2012-07-09 | Flyover with steel structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN2012102473496A CN102747659A (en) | 2012-07-09 | 2012-07-09 | Flyover with steel structure |
Publications (1)
Publication Number | Publication Date |
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CN102747659A true CN102747659A (en) | 2012-10-24 |
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ID=47028129
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2012102473496A Pending CN102747659A (en) | 2012-07-09 | 2012-07-09 | Flyover with steel structure |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108221527A (en) * | 2018-03-26 | 2018-06-29 | 中国人民解放军陆军军事交通学院 | A kind of level crossing novel bridge entreated in the road applied to left-hand rotation road |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2312243Y (en) * | 1997-01-12 | 1999-03-31 | 赵松奇 | Quick assemblage overcross bridge for highway |
CN201010853Y (en) * | 2007-02-08 | 2008-01-23 | 陈映华 | Double-layer combined type overpass |
CN201037219Y (en) * | 2007-01-26 | 2008-03-19 | 孙家谦 | Left turning overpass |
US20090010711A1 (en) * | 2007-07-05 | 2009-01-08 | Rene Yin | Weaving free two level cloverleaf type interchange for a highway crossing under a street |
CN201857562U (en) * | 2010-11-03 | 2011-06-08 | 陈秀海 | Modular type left and right steering flyover |
CN202220318U (en) * | 2011-08-05 | 2012-05-16 | 叶莹芳 | Left turning type directional interchange overpass |
WO2012061925A1 (en) * | 2010-11-13 | 2012-05-18 | Antonio Loro | Weaving-free interchange with few bridges and exterior exits and entrances only |
CN202644337U (en) * | 2012-07-09 | 2013-01-02 | 王学明 | Novel steel-structural flyover |
-
2012
- 2012-07-09 CN CN2012102473496A patent/CN102747659A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2312243Y (en) * | 1997-01-12 | 1999-03-31 | 赵松奇 | Quick assemblage overcross bridge for highway |
CN201037219Y (en) * | 2007-01-26 | 2008-03-19 | 孙家谦 | Left turning overpass |
CN201010853Y (en) * | 2007-02-08 | 2008-01-23 | 陈映华 | Double-layer combined type overpass |
US20090010711A1 (en) * | 2007-07-05 | 2009-01-08 | Rene Yin | Weaving free two level cloverleaf type interchange for a highway crossing under a street |
CN201857562U (en) * | 2010-11-03 | 2011-06-08 | 陈秀海 | Modular type left and right steering flyover |
WO2012061925A1 (en) * | 2010-11-13 | 2012-05-18 | Antonio Loro | Weaving-free interchange with few bridges and exterior exits and entrances only |
CN202220318U (en) * | 2011-08-05 | 2012-05-16 | 叶莹芳 | Left turning type directional interchange overpass |
CN202644337U (en) * | 2012-07-09 | 2013-01-02 | 王学明 | Novel steel-structural flyover |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108221527A (en) * | 2018-03-26 | 2018-06-29 | 中国人民解放军陆军军事交通学院 | A kind of level crossing novel bridge entreated in the road applied to left-hand rotation road |
CN108221527B (en) * | 2018-03-26 | 2024-03-22 | 中国人民解放军陆军军事交通学院 | Level crossing bridge applied to left-turning road in road center |
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Application publication date: 20121024 |