CN110184868A - A kind of overpass and pipe gallery co-ordinative construction - Google Patents
A kind of overpass and pipe gallery co-ordinative construction Download PDFInfo
- Publication number
- CN110184868A CN110184868A CN201910466693.6A CN201910466693A CN110184868A CN 110184868 A CN110184868 A CN 110184868A CN 201910466693 A CN201910466693 A CN 201910466693A CN 110184868 A CN110184868 A CN 110184868A
- Authority
- CN
- China
- Prior art keywords
- pipe gallery
- overpass
- bridge pier
- bridge
- underground
- 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.)
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Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D1/00—Bridges in general
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
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- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Mining & Mineral Resources (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Chemical & Material Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of overpass and pipe gallery co-ordinative construction, including overpass main body, bridge pier, pipe gallery, concrete layer and road surface；Firstly, greatly improving city space comprehensive utilization ratio after the form that the present invention uses elevated bridge and underground pipe gallery to build jointly, can effectively solving the integration requirement of traffic in large size city, all kinds of pipelines and rainwater, sewage；Secondly, what pipe gallery of the invention had both been used as uses component, undertake the supporting body of all kinds of pipelines, again as the base unit of overpass, the load of overpass can meet the anti-floating demand of underground structure, the buoyancy of underground structure plays the role of supporting bridge structure, and engineering comprehensive cost can be significantly reduced in complementary structure type；Finally, overpass is originally used for the structure that longitudinal long span structure becomes small across footpath using basis of the comprehensive pipe gallery structure as overpass is longitudinally continuous by the present invention, Viaduct Structure height can be substantially reduced, reduces material utilization amount, reduces structural cost.
Description
Technical field
The present invention relates to infrastructural project technical field more particularly to a kind of overpass and pipe gallery co-ordinative constructions.
Background technique
Currently, the underground structures such as the overpass and pipe gallery in city are generally by the way of separately building, and the two
Also need mutually to keep certain safe distance when separately building, therefore, in the case where town site anxiety, overpass
The obstacle of other side's construction can be become mutually with pipe gallery.Meanwhile to generally use longitudinal pitch larger for existing overpass ground
Piling strtucture, not only seriously limit the layout of pipe gallery, but also higher (according to statistics, the cost of overpass ground of cost
Typically constitute from overpass total cost it is nearly 50%)；In addition, the construction period of overpass ground and pipe gallery is longer, not only significantly
The construction cost of overpass and pipe gallery is increased, and occupy urban road to cause urban congestion.
Summary of the invention
1. the technical issues that need to address
The technical problem to be solved in the invention is, provides overpass and pipe gallery co-ordinative construction, by overpass
Base and pipe gallery combine, and are taken up a large area with solving existing overpass and pipe gallery, are laid out difficult phenomenon, and used
Two kinds of urban infrastructures are completed in primary construction, significantly reduce the overall construction cost of overpass and pipe gallery.
2. technical solution
To achieve the goals above, the technical scheme is that a kind of overpass and pipe gallery co-ordinative construction, including
Overpass main body, bridge pier, pipe gallery, concrete layer and road surface；The overpass main body is bolted to connection described
Bridge pier upper end, the bridge pier lower end is by being fixedly arranged at the pipe gallery upper end, and the pipe gallery axis and overpass master
Body axis is parallel；The pipe gallery is embedded in underground, and pipe gallery top surface and concrete layer by concreting mode
Top surface is coplanar；The concrete layer and pipe gallery top surface are laid with the road surface.
Above-mentioned overpass and pipe gallery co-ordinative construction, wherein the bridge pier is columnar pier, and the bridge pier lower end is solid
It is scheduled on the pipe gallery web position.
Above-mentioned overpass and pipe gallery co-ordinative construction, wherein the road surface uses two panels plate circuit face, and is located at described
Bridge pier two sides.
Above-mentioned overpass and pipe gallery co-ordinative construction, wherein the bridge pier is wall bridge pier, and the bridge pier lower end is solid
It is scheduled on pipe gallery side plate position.
Above-mentioned overpass and pipe gallery co-ordinative construction, wherein the road surface uses three pieces plate circuit face, cuts and is located at
The bridge pier two sides and middle part.
3. beneficial effect
In summary, the beneficial effects of the present invention are:
(1) after the form that the present invention uses elevated bridge and underground pipe gallery to build jointly, it is comprehensive to greatly improve city space
Utilization efficiency can effectively solve the integration requirement of traffic in large size city, all kinds of pipelines and rainwater, sewage；
(2) what pipe gallery of the invention had both been used as uses component, undertakes the supporting body of all kinds of pipelines, and as overpass
Base unit, the load of overpass can meet the anti-floating demand of underground structure, and the buoyancy of underground structure plays supporting bridge knot
Engineering comprehensive cost can be significantly reduced in the effect of structure, complementary structure type；
(3) overpass is originally used for indulging by the present invention using basis of the comprehensive pipe gallery structure as overpass is longitudinally continuous
Become the structure of small across footpath to long span structure, Viaduct Structure height can be substantially reduced, reduce material utilization amount, reduces structure and make
Valence.
Detailed description of the invention
Fig. 1 is the front view of the embodiment of the present invention 1；
Fig. 2 is the main structure figure of the embodiment of the present invention 1；
Fig. 3 is the main structure figure of the embodiment of the present invention 2；
Fig. 4 is the front view of the embodiment of the present invention 3；
Fig. 5 is the main structure figure of the embodiment of the present invention 3；
Fig. 6 is the main structure figure of the embodiment of the present invention 4.
Specific embodiment
The following is further explained with reference to the attached drawings the embodiment of the present invention.
Embodiment 1:
It refers to shown in attached drawing 1 and attached drawing 2, a kind of overpass and pipe gallery co-ordinative construction, including overpass main body 1,
Bridge pier 2, pipe gallery 3, concrete layer 4 and road surface 5；The overpass main body 1 is bolted to connection on the bridge pier 2
End, 2 lower end of bridge pier is by being fixedly arranged at 3 upper end of pipe gallery, and 3 axis of the pipe gallery and overpass main body 1
Axis is parallel；The pipe gallery 3 is embedded in underground, and 3 top surface of pipe gallery and concrete layer 4 by concreting mode
Top surface is coplanar；The concrete layer 4 and 3 top surface of pipe gallery are laid with the road surface 5, and above-mentioned pipe gallery 3 is according to piping lane
Size is different, can be used as pipeline layout piping lane, rainwater integrated wastewater piping lane and Impacts Evaluation of Urban Tunnel etc. respectively.
Embodiment 2:
It referring to shown in attached drawing 3, embodiment 2 and the structure of embodiment 1 and application are essentially identical, the difference is that,
Bridge pier 2 uses columnar pier, and by the overpass crossbeam 101 of columnar pier variation, overpass 102 and 103 groups of overpass bridge floor
At the system of beam body in length and breadth 1 structure of overpass ontology.
Embodiment 3:
It refers to shown in attached drawing 4 and attached drawing 5, embodiment 3 and the structure of embodiment 1 and application are essentially identical, difference
Be in and use gate-type bridge pier in, bridge pier 2, and therewith caused by three sheets are changing by the surface road 5 of two original sheets
Surface road 5.
Embodiment 4:
It referring to shown in attached drawing 6, embodiment 4 and the structure of embodiment 3 and application are essentially identical, the difference is that,
Bridge pier 2 uses columnar pier, and by the overpass crossbeam 101 of columnar pier variation, overpass 102 and 103 groups of overpass bridge floor
At the system of beam body in length and breadth 1 structure of overpass ontology.
It is above-described to be merely a preferred embodiment of the present invention, it is not intended to limit the scope of the invention, all benefits
The equivalent structure transformation made by present specification, directly or indirectly with the technology for being attached to other Related products
Field is included within the scope of the present invention.
Claims (5)
1. a kind of overpass and pipe gallery co-ordinative construction, it is characterised in that: including overpass main body (1), bridge pier (2), synthesis
Piping lane (3), concrete layer (4) and road surface (5)；The overpass main body (1) is bolted to connection on the bridge pier (2)
End, bridge pier (2) lower end is by being fixedly arranged at the pipe gallery (3) upper end, and the pipe gallery (3) axis and overpass
Main body (1) axis is parallel；The pipe gallery (3) is embedded in underground, and pipe gallery (3) top surface by concreting mode
It is coplanar with concrete layer (4) top surface；The concrete layer (4) and pipe gallery (3) top surface are laid with the road surface (5).
2. a kind of overpass according to claim 1 and pipe gallery co-ordinative construction, it is characterised in that: the bridge pier (2)
For columnar pier, bridge pier (2) lower end is fixed on the pipe gallery (3) web position.
3. a kind of overpass according to claim 2 and pipe gallery co-ordinative construction, it is characterised in that: the road surface (5)
Using two panels plate circuit face, and it is located at the bridge pier (2) two sides.
4. a kind of overpass according to claim 1 and pipe gallery co-ordinative construction, it is characterised in that: the bridge pier (2)
For wall bridge pier, bridge pier (2) lower end is fixed on the pipe gallery (3) side plate position.
5. a kind of overpass according to claim 4 and pipe gallery co-ordinative construction, it is characterised in that: the road surface (2)
Using three pieces plate circuit face, cuts and be located at the bridge pier (2) two sides and middle part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910466693.6A CN110184868A (en) | 2019-05-31 | 2019-05-31 | A kind of overpass and pipe gallery co-ordinative construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910466693.6A CN110184868A (en) | 2019-05-31 | 2019-05-31 | A kind of overpass and pipe gallery co-ordinative construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110184868A true CN110184868A (en) | 2019-08-30 |
Family
ID=67719199
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910466693.6A Pending CN110184868A (en) | 2019-05-31 | 2019-05-31 | A kind of overpass and pipe gallery co-ordinative construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110184868A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112376426A (en) * | 2020-09-18 | 2021-02-19 | 广东华隧建设集团股份有限公司 | Construction method for jointly building urban pipe gallery and overpass bridge |
| CN115030220A (en) * | 2022-07-14 | 2022-09-09 | 中铁四院集团西南勘察设计有限公司 | Construction method for building earthquake-resistant structure by combining underground structure and viaduct |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926422A (en) * | 2016-06-20 | 2016-09-07 | 上海市城市建设设计研究总院 | Bridge and underground pipe gallery integral structure and method for constructing same |
| CN106087701A (en) * | 2016-08-10 | 2016-11-09 | 上海市城市建设设计研究总院 | Elevated bridge and underground pipe gallery build structure jointly |
| CN206828939U (en) * | 2017-05-03 | 2018-01-02 | 云南建投基础工程有限责任公司 | A kind of bridge piping lane integral structure |
| CN207047681U (en) * | 2017-06-30 | 2018-02-27 | 北京新奥置业有限公司 | Bridge assembly |
-
2019
- 2019-05-31 CN CN201910466693.6A patent/CN110184868A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926422A (en) * | 2016-06-20 | 2016-09-07 | 上海市城市建设设计研究总院 | Bridge and underground pipe gallery integral structure and method for constructing same |
| CN106087701A (en) * | 2016-08-10 | 2016-11-09 | 上海市城市建设设计研究总院 | Elevated bridge and underground pipe gallery build structure jointly |
| CN206828939U (en) * | 2017-05-03 | 2018-01-02 | 云南建投基础工程有限责任公司 | A kind of bridge piping lane integral structure |
| CN207047681U (en) * | 2017-06-30 | 2018-02-27 | 北京新奥置业有限公司 | Bridge assembly |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112376426A (en) * | 2020-09-18 | 2021-02-19 | 广东华隧建设集团股份有限公司 | Construction method for jointly building urban pipe gallery and overpass bridge |
| CN115030220A (en) * | 2022-07-14 | 2022-09-09 | 中铁四院集团西南勘察设计有限公司 | Construction method for building earthquake-resistant structure by combining underground structure and viaduct |
| CN115030220B (en) * | 2022-07-14 | 2023-09-19 | 中铁四院集团西南勘察设计有限公司 | Construction method for building earthquake-resistant structure by combining underground structure and viaduct |
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Application publication date: 20190830 |
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