CN106087701A - Elevated bridge and underground pipe gallery build structure jointly - Google Patents
Elevated bridge and underground pipe gallery build structure jointly Download PDFInfo
- Publication number
- CN106087701A CN106087701A CN201610651394.6A CN201610651394A CN106087701A CN 106087701 A CN106087701 A CN 106087701A CN 201610651394 A CN201610651394 A CN 201610651394A CN 106087701 A CN106087701 A CN 106087701A
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- China
- Prior art keywords
- bridge
- open caisson
- borehole wall
- pipe gallery
- underground pipe
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- 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
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D18/00—Bridges specially adapted for particular applications or functions not provided for elsewhere, e.g. aqueducts, bridges for supporting pipe-lines
-
- 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)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Paleontology (AREA)
- Environmental & Geological Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Architecture (AREA)
- Foundations (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of elevated bridge and underground pipe gallery builds structure jointly, including bridge, bridge is combination type or integrated bridge, the lower end of described bridge is provided with some open caisson unit as brace foundation, open caisson unit includes the borehole wall, the borehole wall offers two perforates along bridge length direction symmetry, the upper end of the borehole wall is connected by one group of montant transverse supporting rod, the upper surface of transverse supporting rod offsets with the lower surface of bridge, perforate on adjacent two open caisson unit is connected with each other by rectangular duct, forms the stereo synthesis corridor of bridge tunnel one.After the present invention uses the form that elevated bridge and underground pipe gallery are built jointly, it is greatly improved city space comprehensive utilization ratio, can effectively solve traffic in large size city, all kinds of pipeline and rainwater, the integration requirement of sewage；Open caisson unit is both as bridge foundation, and again as the work inspection-pit of underground structure, complementary version can significantly reduce engineering comprehensive cost.
Description
Technical field
The present invention relates to infrastructural project technical field, be specifically related to a kind of elevated bridge and underground pipe gallery is built jointly
Structure.
Background technology
The underground structures such as the foundation engineering of bridge structure and pipe gallery are typically separately built, and mutual when separately building
There is certain safe distance, the obstacle of the other side can be become mutually in the case of urban land anxiety.
At present pipe gallery has the requirement that rainwater, sewage are included in construction, but just needs every one after rain sewage such as piping lane
Set a distance arranges inspection-pit etc., and construction cost is greatly increased, and inspection-pit is often located at position, road automobile road, to road
Driving etc. brings inconvenience.
Summary of the invention
Because the drawbacks described above of prior art, the present invention provides a kind of elevated bridge and underground pipe gallery to build knot jointly
Structure.
For realizing above-mentioned technical purpose, the present invention is achieved through the following technical solutions:
A kind of elevated bridge and underground pipe gallery build structure jointly, and including bridge, described bridge is by several bridge plate lists
The integrated bridge that the combined bridge of unit's formation or one-piece casting are formed, the brace foundation of described bridge is open caisson unit, institute
The lower end stating bridge is uniformly provided with several described open caisson unit, and described open caisson unit includes the borehole wall, and the described borehole wall is long along bridge
Degree direction symmetry offers two perforates, and the upper end of the described borehole wall is connected by one group of montant transverse supporting rod, described horizontal support
The upper surface of bar offsets with the lower surface of bridge, and adjacent two are positioned at the perforate on different open caisson unit by rectangular duct phase
Connect, form the stereo synthesis corridor of bridge tunnel one；The lower end of the described borehole wall is provided with the cutting shoe of blade-like, described rectangular duct
Carry out sealing and reinforcement process with perforate junction.
Different according to tube lane dimension, respectively can be as pipeline layout piping lane, rainwater integrated wastewater piping lane, and Urban Underground
Road etc..
Further, the length of described transverse supporting rod matches with the width of bridge plate unit.
Further, described open caisson unit is circular open caisson or rectangular open caisson.
The invention has the beneficial effects as follows:
1, after using the form that elevated bridge and underground pipe gallery are built jointly, it is greatly improved city space comprehensive utilization effect
Rate, can effectively solve traffic in large size city, all kinds of pipeline and rainwater, the integration requirement of sewage.
2, open caisson unit is both as bridge foundation, and again as the work inspection-pit of underground structure, the load of bridge can meet
The anti-floating demand of underground structure, the buoyancy of underground structure plays the effect of supporting bridge structure, and complementary version can show
Write and reduce engineering comprehensive cost.
The arbitrary product implementing the present invention it is not absolutely required to reach all the above advantage simultaneously.
Below with reference to accompanying drawing, the technique effect of design, concrete structure and the generation of the present invention is described further, with
It is fully understood from the purpose of the present invention, feature and effect.
Accompanying drawing explanation
Fig. 1 is the structural representation of the embodiment of the present invention one；
Fig. 2 is the main TV structure schematic diagram of the embodiment of the present invention one；
Fig. 3 is the plan structure schematic diagram of the embodiment of the present invention one；
Fig. 4 is the side-looking structural representation of open caisson unit in the embodiment of the present invention one；
Fig. 5 is the structural representation of the embodiment of the present invention two；
In accompanying drawing, the list of parts representated by each label is as follows:
1-bridge, 2-open caisson unit, the 201-borehole wall, 202-perforate, 203-montant, 204-transverse supporting rod, 3-rectangular duct.
Detailed description of the invention
Embodiment one
Referring to shown in Fig. 1-Fig. 4, the present invention builds structure jointly, including bridge for a kind of elevated bridge and underground pipe gallery
1, the integrated bridge that bridge 1 is the combined bridge formed by several bridge plate unit or one-piece casting is formed, bridge 1
Support group plinth is open caisson unit 2, and the lower end of bridge 1 is uniformly provided with several open caisson unit 2, and open caisson unit 2 includes the borehole wall 201, well
Wall 201 offers two perforates 202 along bridge 1 length direction symmetry, and the upper end of the borehole wall 201 is connected by one group of montant 203 to be had
Transverse supporting rod 204, the upper surface of transverse supporting rod 204 offsets with the lower surface of bridge 1, and adjacent two are positioned at different open caisson unit
Perforate 202 on 2 is connected with each other by rectangular duct 3, forms the stereo synthesis corridor of bridge tunnel one, according to tube lane dimension not
With, respectively can be as pipeline layout piping lane, rainwater integrated wastewater piping lane, and Impacts Evaluation of Urban Tunnel etc..
Wherein, the lower end of the borehole wall 201 is provided with the width of the cutting shoe of blade-like, the length of transverse supporting rod 204 and bridge plate unit 1
Matching, rectangular duct 3 and perforate 202 junction carry out sealing and reinforcement process, and open caisson unit 2 is circular open caisson.
One of the present embodiment has particular application as: after using the form that elevated bridge and underground pipe gallery are built jointly, significantly
Improve city space comprehensive utilization ratio, can effectively solve traffic in large size city, all kinds of pipeline and rainwater, sewage comprehensive
Demand；Open caisson unit 2 is both as bridge 1 basis, and again as the work inspection-pit of underground structure, the load of bridge 1 can be contentedly
The anti-floating demand of lower structure, the buoyancy of underground structure plays the effect of supporting bridge structure, and complementary version can be notable
Reduce engineering comprehensive cost.
Embodiment two
The present embodiment and the structure of embodiment one and apply essentially identical, its difference is as it is shown in figure 5, in the present embodiment
Open caisson unit 2 be rectangular open caisson.
In the description of this specification, the description of reference term " embodiment ", " example ", " concrete example " etc. means
The specific features that describes in conjunction with this embodiment or example, structure, material are lived feature and are contained at least one of the present invention and implement
In example or example.In this manual, the schematic representation to above-mentioned term is not necessarily referring to identical embodiment or example.
And, the specific features of description, structure, material or feature can be to close in any one or more embodiments or example
Suitable mode combines.
The preferred embodiment of the present invention described in detail above.Should be appreciated that those of ordinary skill in the art without
Need creative work just can make many modifications and variations according to the design of the present invention.Therefore, all technology in the art
Personnel are available by logical analysis, reasoning, or a limited experiment the most on the basis of existing technology
Technical scheme, all should be in the protection domain being defined in the patent claims.
Claims (3)
1. elevated bridge and underground pipe gallery build a structure jointly, and including bridge, described bridge is by several bridge plate unit
The integrated bridge that the combined bridge formed or one-piece casting are formed, the brace foundation of described bridge is open caisson unit, and it is special
Levying and be: the lower end of described bridge is uniformly provided with several described open caisson unit, described open caisson unit includes the borehole wall, the described borehole wall
Offering two perforates along bridge length direction symmetry, the upper end of the described borehole wall is connected by one group of montant transverse supporting rod, institute
The lower surface of the upper surface and bridge of stating transverse supporting rod offsets, and square is passed through in the perforate that adjacent two are positioned on different open caisson unit
Shape pipeline is connected with each other, and forms the stereo synthesis corridor of bridge tunnel one；The lower end of the described borehole wall is provided with the cutting shoe of blade-like；Described
Rectangular duct and perforate junction carry out sealing and reinforcement process.
Elevated bridge the most according to claim 1 and underground pipe gallery build structure jointly, it is characterised in that: described horizontal support
The length of bar matches with the width of bridge plate unit.
Elevated bridge the most according to claim 1 and underground pipe gallery build structure jointly, it is characterised in that: described open caisson is
Circular open caisson or rectangular open caisson.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610651394.6A CN106087701B (en) | 2016-08-10 | 2016-08-10 | Elevated bridge and underground pipe gallery build structure jointly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610651394.6A CN106087701B (en) | 2016-08-10 | 2016-08-10 | Elevated bridge and underground pipe gallery build structure jointly |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106087701A true CN106087701A (en) | 2016-11-09 |
| CN106087701B CN106087701B (en) | 2017-09-12 |
Family
ID=57456003
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610651394.6A Active CN106087701B (en) | 2016-08-10 | 2016-08-10 | Elevated bridge and underground pipe gallery build structure jointly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106087701B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235221A (en) * | 2018-11-16 | 2019-01-18 | 上海市地下空间设计研究总院有限公司 | A kind of subterranean tunnel through bridge structure |
| CN110056012A (en) * | 2019-04-25 | 2019-07-26 | 中铁二院工程集团有限责任公司 | The guarded drainage system of prefabricated open caisson structure |
| CN110184868A (en) * | 2019-05-31 | 2019-08-30 | 胡洋 | A kind of overpass and pipe gallery co-ordinative construction |
| CN111074707A (en) * | 2020-01-02 | 2020-04-28 | 深圳市综合交通设计研究院有限公司 | Bridge and tunnel co-construction structure and construction method thereof |
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| JPH1136338A (en) * | 1997-07-23 | 1999-02-09 | Shimizu Corp | Construction method of underground structure |
| DE10156950A1 (en) * | 2001-11-20 | 2004-04-08 | Heinze, Peter, Dr.-Ing. | Construction method for underwater tunnels with steel tunnel sections fabricated on land, acting as lost shuttering and water-protection for internal concrete lining, and completely fitted-out before lowering into water |
| CN101634126A (en) * | 2008-07-21 | 2010-01-27 | 马兴华 | Ground-road combined comprehensive tunnel for underground pipeline and trolley bus |
| CN102628278A (en) * | 2012-05-03 | 2012-08-08 | 孙涛 | 'U-pipe pier' urban underground railroad |
| CN103334451A (en) * | 2013-07-10 | 2013-10-02 | 中铁第四勘察设计院集团有限公司 | Underneath-passing channel formed between high-speed rail piers through secant pile walls and method thereof |
| CN204455795U (en) * | 2015-02-11 | 2015-07-08 | 上海营邑城市规划设计有限公司 | Bridge pipeline crosses the river structure |
| CN204456189U (en) * | 2015-02-11 | 2015-07-08 | 上海营邑城市规划设计有限公司 | Subway station top Pipe rack |
| CN204898700U (en) * | 2015-08-06 | 2015-12-23 | 江西省交通设计研究院有限责任公司 | Bridge foundation structure |
| CN105544603A (en) * | 2015-12-10 | 2016-05-04 | 中国二冶集团有限公司 | Construction method for underground pipeline reinforcement |
| CN105735337A (en) * | 2016-03-17 | 2016-07-06 | 王燏斌 | Bridge deep water open caisson foundation construction method |
-
2016
- 2016-08-10 CN CN201610651394.6A patent/CN106087701B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1136338A (en) * | 1997-07-23 | 1999-02-09 | Shimizu Corp | Construction method of underground structure |
| DE10156950A1 (en) * | 2001-11-20 | 2004-04-08 | Heinze, Peter, Dr.-Ing. | Construction method for underwater tunnels with steel tunnel sections fabricated on land, acting as lost shuttering and water-protection for internal concrete lining, and completely fitted-out before lowering into water |
| CN101634126A (en) * | 2008-07-21 | 2010-01-27 | 马兴华 | Ground-road combined comprehensive tunnel for underground pipeline and trolley bus |
| CN102628278A (en) * | 2012-05-03 | 2012-08-08 | 孙涛 | 'U-pipe pier' urban underground railroad |
| CN103334451A (en) * | 2013-07-10 | 2013-10-02 | 中铁第四勘察设计院集团有限公司 | Underneath-passing channel formed between high-speed rail piers through secant pile walls and method thereof |
| CN204455795U (en) * | 2015-02-11 | 2015-07-08 | 上海营邑城市规划设计有限公司 | Bridge pipeline crosses the river structure |
| CN204456189U (en) * | 2015-02-11 | 2015-07-08 | 上海营邑城市规划设计有限公司 | Subway station top Pipe rack |
| CN204898700U (en) * | 2015-08-06 | 2015-12-23 | 江西省交通设计研究院有限责任公司 | Bridge foundation structure |
| CN105544603A (en) * | 2015-12-10 | 2016-05-04 | 中国二冶集团有限公司 | Construction method for underground pipeline reinforcement |
| CN105735337A (en) * | 2016-03-17 | 2016-07-06 | 王燏斌 | Bridge deep water open caisson foundation construction method |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235221A (en) * | 2018-11-16 | 2019-01-18 | 上海市地下空间设计研究总院有限公司 | A kind of subterranean tunnel through bridge structure |
| CN110056012A (en) * | 2019-04-25 | 2019-07-26 | 中铁二院工程集团有限责任公司 | The guarded drainage system of prefabricated open caisson structure |
| CN110056012B (en) * | 2019-04-25 | 2024-03-22 | 中铁二院工程集团有限责任公司 | Waterproof and drainage system of prefabricated open caisson structure |
| CN110184868A (en) * | 2019-05-31 | 2019-08-30 | 胡洋 | A kind of overpass and pipe gallery co-ordinative construction |
| CN111074707A (en) * | 2020-01-02 | 2020-04-28 | 深圳市综合交通设计研究院有限公司 | Bridge and tunnel co-construction structure and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106087701B (en) | 2017-09-12 |
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Address after: 200011 Tibet South Road, Shanghai, No. 1170, No. Applicant after: Shanghai urban construction design & Research Institute (Group) Co., Ltd. Address before: 200011 Tibet South Road, Shanghai, No. 1170, No. Applicant before: Shanghai Urban Construction Design & Research Institute |
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