CN106065552A - A kind of city multilamellar interchange overpass - Google Patents
A kind of city multilamellar interchange overpass Download PDFInfo
- Publication number
- CN106065552A CN106065552A CN201610632804.2A CN201610632804A CN106065552A CN 106065552 A CN106065552 A CN 106065552A CN 201610632804 A CN201610632804 A CN 201610632804A CN 106065552 A CN106065552 A CN 106065552A
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- Prior art keywords
- bridge
- access bridge
- annular
- access
- city
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
- E01C1/04—Road crossings on different levels; Interconnections between roads on different levels
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
This application discloses a kind of city multilamellar interchange overpass, including the first annular bridge floor being set up in directly over crossing, and it is positioned at the second annular bridge floor directly over first annular bridge floor, support between first annular bridge floor and the second annular bridge floor and ground and have pier stud, first annular bridge floor is by the first horizontal access bridge and the second longitudinal access bridge and ground intercommunication, second annular bridge floor is by the 3rd horizontal access bridge and the 4th longitudinal access bridge and ground intercommunication, first access bridge, second access bridge, 3rd access bridge and the 4th access bridge have two-way track, the track of the 3rd access bridge twocouese lays respectively at the both sides of the first access bridge, the track of the second access bridge twocouese lays respectively at the both sides of the 4th access bridge.The city multilamellar interchange overpass of the present invention, ground floor (conventional supercrust) travels the various vehicle of size, more than the second layer (comprising the second layer), travels dilly, facilitate various vehicle fast passing at the parting of the ways, reach to alleviate even elimination traffic congestion phenomenon.
Description
Technical field
The application relates to the multilamellar interchange overpass of usual friendship crossroad, a kind of city quick transformation.
Background technology
Along with the China's economic fast development of more than 30 year, Urbanization Construction has reached a new height, a ring in city
Line, two loop wires, three loop wires, the even five rings traffic line of four loop wires, show the scale of urban construction, abducent same in city
Time, inner city, as the core space in city, is also contemplated that and is changed, but is limited by various conditions, the transformation in interior (always) city
Becoming a hard nut to crack of Chinese city transformation, along with popularizing of Chinese family car, traffic traffic congestion has become a kind of normal
State, all the more so in Downtown.
The approach solving traffic congestion has two, and one: widen road in old town；Two: accelerate the traffic efficiency of automobile.
In old town, all roads are widened, it is clear that unrealistic, have only and try every possible means to improve the automobile traffic efficiency on road surface,
The concentration congestion points of old town traffic is usual friendship crossroad, solves blocking up of usual friendship crossroad, just can improve the logical of automobile
Line efficiency, is transformed into usual friendship crossroad the viaduct of routine, is the best way, standing of single conventional rebar xoncrete structure
Handing over bridge floor space big, the retail shop on both sides, crossroad to carry out removing ability Implement Construction, and locally retail shop removes not only affects
Urban, and strengthen the construction cost of viaduct.
Summary of the invention
It is an object of the invention to provide a kind of city multilamellar interchange overpass, the space of original crossroad in old town
On, build the steel construction layer stereo access bridge of building block module formula, improve the automobile traffic efficiency in friendship crossroad, Yuanping City.
For achieving the above object, the present invention provides following technical scheme:
The embodiment of the present application open a kind of city multilamellar interchange overpass, first annular including be set up in directly over crossing
Bridge floor and be positioned at directly over first annular bridge floor second annular bridge floor, described first annular bridge floor and second annular bridge floor
And supporting between ground and have pier stud, described first annular bridge floor is by the first horizontal access bridge and the second longitudinal access bridge and ground
Intercommunication, described second annular bridge floor is by the 3rd horizontal access bridge and the 4th longitudinal access bridge and ground intercommunication, and described first draws
Bridge, the second access bridge, the 3rd access bridge and the 4th access bridge have two-way track, and the track of described 3rd access bridge twocouese lays respectively at
The both sides of described first access bridge, the track of described second access bridge twocouese lays respectively at the both sides of described 4th access bridge.
Preferably, in above-mentioned city multilamellar interchange overpass, described first annular bridge floor and the second annular bridge floor
Middle part offers the light shaft of circle.
Preferably, in above-mentioned city multilamellar interchange overpass, this city multilamellar interchange overpass is overall by steel construction
Assemble.
Preferably, in above-mentioned city multilamellar interchange overpass, described first annular bridge floor, the second annular bridge floor, the
The surface of one access bridge, the second access bridge, the 3rd access bridge and the 4th access bridge is equipped with steel grating.
Preferably, in above-mentioned city multilamellar interchange overpass, the lower section of described steel grating is provided with and carries out overboard
Collect and guide the water leg of discharge.
Preferably, in above-mentioned city multilamellar interchange overpass, described pier stud includes that steel pipe column and fill are in steel pipe
Concrete in post.
Preferably, in above-mentioned city multilamellar interchange overpass, described first access bridge, the second access bridge, the 3rd access bridge and
The porch of the 4th access bridge is provided with limit for height railing.
Preferably, in above-mentioned city multilamellar interchange overpass, between described pier stud and first annular bridge floor and pier
It is provided with shock mount between post and the second annular bridge floor.
Compared with prior art, it is an advantage of the current invention that: the city multilamellar interchange overpass of the present invention, ground floor is (often
Rule supercrust) travel the various vehicle of size, more than the second layer (comprising the second layer), travel dilly, facilitate various vehicle to exist
Crossroad fast passing, reaches to alleviate even elimination traffic congestion phenomenon.
Accompanying drawing explanation
In order to be illustrated more clearly that the embodiment of the present application or technical scheme of the prior art, below will be to embodiment or existing
In having technology to describe, the required accompanying drawing used is briefly described, it should be apparent that, the accompanying drawing in describing below is only this
Some embodiments described in application, for those of ordinary skill in the art, on the premise of not paying creative work,
Other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 show the perspective view of city multilamellar interchange overpass in the specific embodiment of the invention.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out detailed retouching
State, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiments.Based on the present invention
In embodiment, the every other enforcement that those of ordinary skill in the art are obtained on the premise of not making creative work
Example, broadly falls into the scope of protection of the invention.
Shown in Fig. 1, city multilamellar interchange overpass, including the first annular bridge floor 1 being set up in directly over crossing, with
And it is positioned at the second annular bridge floor 2 directly over first annular bridge floor 1, first annular bridge floor 1 and the second annular bridge floor 2 and ground 12
Between support and have pier stud 3, first annular bridge floor 1 by horizontal first access bridge 4 and the second longitudinal access bridge 5 and ground intercommunication,
Second annular bridge floor 2 by horizontal 3rd access bridge 6 and the 4th longitudinal access bridge 7 and ground intercommunication, the first access bridge 4, second draws
Bridge the 5, the 3rd access bridge 6 and the 4th access bridge 7 have two-way track, and the track of the 3rd access bridge 6 twocouese lays respectively at the first access bridge 4
Both sides, the track of the second access bridge 5 twocouese lays respectively at the both sides of the 4th access bridge 7.
In this technical scheme, viaduct includes three layers, and ground floor retains the function of former conventional crossroad, road surface, comprises red
Green light, keep straight on, turn right, turn left and bicycle lane；The second layer and third layer road surface are by meeting national communication portion design specification
The access bridge of angle and the combination of belt bridge, enable motorist unrestricted choice the most unimpeded, easily traffic travel, reach
Can the effect of fast passing at the parting of the ways to automobile.
Further, the middle part of first annular bridge floor 1 and the second annular bridge floor 2 offers the light shaft 8 of circle.
Further, this city multilamellar interchange overpass entirety is assembled by steel construction.
Further, first annular bridge floor the 1, second annular bridge floor the 2, first access bridge the 4, second access bridge the 5, the 3rd access bridge 6 and
The surface of the 4th access bridge 7 is equipped with steel grating 9.
Further, the lower section of steel grating 9 is provided with the overboard water leg being collected and guiding discharge.
Further, pier stud 3 includes steel pipe column and the fill concrete in steel pipe column.
Further, the porch of first access bridge the 4, second access bridge the 5, the 3rd access bridge 6 and the 4th access bridge 7 is provided with limit for height railing
10。
Further, it is provided with between pier stud 3 and first annular bridge floor 1 and between pier stud 3 and the second annular bridge floor 2 and subtracts
Shake bearing 11.
This case is for urban traffic blocking based on compact car, and the function of multilamellar interchange overpass is with Quick dredging compact car
It is main, all leads to the second layer from ground floor, the road surface of third layer arranges limit for height railing, it is ensured that only allow that compact car passes through, this
Plant the functional division of running car, the load-bearing of the second layer, third layer bridge floor is preferably minimized, effectively optimize this layer stereo and hand over
The design of logical bridge, makes this bridge can be designed to a multilamellar interchange overpass based on steel construction.
This case interchange overpass is designed as building block module formula structure, convenient on-the-spot quickly peace according to the difference in functionality district of every layer
Dress, impact on traffic when can reduce in-site installation to greatest extent；Each module steel construction uses segmentation manufacturing mode, in factory
Complete modular manufacture；The bridge floor module of second, third layer supports pier stud with the connection on ground, uses steel pipe column (interior canful coagulation
Soil) form, the upper deck of bridge support column floor space on one layer of road surface can be reduced to minimum by this version, in favourable minimizing
The impact of the pier stud surface feature former on ground floor of layer bridge floor；Second, third layer of bridge floor module and the connection place of pier stud, add with subtracting
Shake bearing transition, plays effect of damping fall noise；For alleviating the weight of bridge self, bridge floor does not use cement pavement, and uses steel
Grid hollow out form bridge floor, makes gutter channel with rustless steel (or other materials) under steel grating bridge floor, the beneficially discharge of rainwater.
It should be noted that in this article, the relational terms of such as first and second or the like is used merely to a reality
Body or operation separate with another entity or operating space, and deposit between not necessarily requiring or imply these entities or operating
Relation or order in any this reality.And, term " includes ", " comprising " or its any other variant are intended to
Comprising of nonexcludability, so that include that the process of a series of key element, method, article or equipment not only include that those are wanted
Element, but also include other key elements being not expressly set out, or also include for this process, method, article or equipment
Intrinsic key element.In the case of there is no more restriction, statement " including ... " key element limited, it is not excluded that
Including process, method, article or the equipment of described key element there is also other identical element.
The above is only the detailed description of the invention of the application, it is noted that for the ordinary skill people of the art
For Yuan, on the premise of without departing from the application principle, it is also possible to make some improvements and modifications, these improvements and modifications also should
It is considered as the protection domain of the application.
Claims (8)
1. a city multilamellar interchange overpass, it is characterised in that include being set up in the first annular bridge floor directly over crossing, with
And be positioned at the second annular bridge floor directly over first annular bridge floor, described first annular bridge floor and the second annular bridge floor and ground it
Between support and have pier stud, described first annular bridge floor is by the first horizontal access bridge and the second longitudinal access bridge and ground intercommunication, institute
State the second annular bridge floor by the 3rd horizontal access bridge and the 4th longitudinal access bridge and ground intercommunication, described first access bridge, second
Access bridge, the 3rd access bridge and the 4th access bridge have two-way track, and the track of described 3rd access bridge twocouese lays respectively at described
The both sides of one access bridge, the track of described second access bridge twocouese lays respectively at the both sides of described 4th access bridge.
City the most according to claim 1 multilamellar interchange overpass, it is characterised in that: described first annular bridge floor and second
The middle part of annular bridge floor offers the light shaft of circle.
City the most according to claim 1 multilamellar interchange overpass, it is characterised in that: this city multilamellar interchange overpass is whole
Body is assembled by steel construction.
City the most according to claim 3 multilamellar interchange overpass, it is characterised in that: described first annular bridge floor, second
The surface of annular bridge floor, the first access bridge, the second access bridge, the 3rd access bridge and the 4th access bridge is equipped with steel grating.
City the most according to claim 4 multilamellar interchange overpass, it is characterised in that: the lower section of described steel grating is provided with
To the overboard water leg being collected and guiding discharge.
City the most according to claim 1 multilamellar interchange overpass, it is characterised in that: described pier stud include steel pipe column, with
And the concrete that fill is in steel pipe column.
City the most according to claim 1 multilamellar interchange overpass, it is characterised in that: described first access bridge, the second access bridge,
The porch of the 3rd access bridge and the 4th access bridge is provided with limit for height railing.
City the most according to claim 1 multilamellar interchange overpass, it is characterised in that: described pier stud and first annular bridge floor
Between and pier stud and second annular bridge floor between be provided with shock mount.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610632804.2A CN106065552A (en) | 2016-08-04 | 2016-08-04 | A kind of city multilamellar interchange overpass |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610632804.2A CN106065552A (en) | 2016-08-04 | 2016-08-04 | A kind of city multilamellar interchange overpass |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106065552A true CN106065552A (en) | 2016-11-02 |
Family
ID=57206883
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610632804.2A Pending CN106065552A (en) | 2016-08-04 | 2016-08-04 | A kind of city multilamellar interchange overpass |
Country Status (1)
| Country | Link |
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| CN (1) | CN106065552A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638303A (en) * | 2016-12-21 | 2017-05-10 | 中船重工船舶设计研究中心有限公司 | Steel grating suitable for vehicles to run |
| CN106758613A (en) * | 2017-01-13 | 2017-05-31 | 张文泉 | The circulating type viaduct of multilayer half |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0980932A1 (en) * | 1996-09-17 | 2000-02-23 | Chen, Chien-yuan | Traffic guide constructions at road intersections to provide smooth traffic flows and methods of traffic control thereof |
| CN1286335A (en) * | 2000-08-18 | 2001-03-07 | 沙平 | Traffic by-pass bridge for crossing of roads in urban area |
| JP2010070945A (en) * | 2008-09-17 | 2010-04-02 | East Nippon Expressway Co Ltd | Underground passage installation of gate facility for vehicle and method of constructing the same |
| CN102747679A (en) * | 2012-06-19 | 2012-10-24 | 同济大学 | Economic arrangement method for inhaul cable shock mounts of continuous girder bridge |
| CN103850171A (en) * | 2014-03-31 | 2014-06-11 | 李艳辉 | All-steel open-web assembled flyover |
| CN103882911A (en) * | 2014-04-10 | 2014-06-25 | 北京泰宁科创雨水利用技术股份有限公司 | Urban downward-concave type overpass bridge zone road rainwater damming and collecting facility |
| CN204530359U (en) * | 2015-03-27 | 2015-08-05 | 张文泉 | City multilayer loop island overpass bridge |
| CN206396565U (en) * | 2016-08-04 | 2017-08-11 | 江苏凤凰船舶装备制造有限公司 | A kind of city multilayer interchange overpass |
-
2016
- 2016-08-04 CN CN201610632804.2A patent/CN106065552A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0980932A1 (en) * | 1996-09-17 | 2000-02-23 | Chen, Chien-yuan | Traffic guide constructions at road intersections to provide smooth traffic flows and methods of traffic control thereof |
| CN1286335A (en) * | 2000-08-18 | 2001-03-07 | 沙平 | Traffic by-pass bridge for crossing of roads in urban area |
| JP2010070945A (en) * | 2008-09-17 | 2010-04-02 | East Nippon Expressway Co Ltd | Underground passage installation of gate facility for vehicle and method of constructing the same |
| CN102747679A (en) * | 2012-06-19 | 2012-10-24 | 同济大学 | Economic arrangement method for inhaul cable shock mounts of continuous girder bridge |
| CN103850171A (en) * | 2014-03-31 | 2014-06-11 | 李艳辉 | All-steel open-web assembled flyover |
| CN103882911A (en) * | 2014-04-10 | 2014-06-25 | 北京泰宁科创雨水利用技术股份有限公司 | Urban downward-concave type overpass bridge zone road rainwater damming and collecting facility |
| CN204530359U (en) * | 2015-03-27 | 2015-08-05 | 张文泉 | City multilayer loop island overpass bridge |
| CN206396565U (en) * | 2016-08-04 | 2017-08-11 | 江苏凤凰船舶装备制造有限公司 | A kind of city multilayer interchange overpass |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638303A (en) * | 2016-12-21 | 2017-05-10 | 中船重工船舶设计研究中心有限公司 | Steel grating suitable for vehicles to run |
| CN106758613A (en) * | 2017-01-13 | 2017-05-31 | 张文泉 | The circulating type viaduct of multilayer half |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
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| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161102 |