CN106087701B - Elevated bridge and underground pipe gallery build structure jointly - Google Patents
Elevated bridge and underground pipe gallery build structure jointly Download PDFInfo
- Publication number
- CN106087701B CN106087701B CN201610651394.6A CN201610651394A CN106087701B CN 106087701 B CN106087701 B CN 106087701B CN 201610651394 A CN201610651394 A CN 201610651394A CN 106087701 B CN106087701 B CN 106087701B
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- CN
- China
- Prior art keywords
- bridge
- open caisson
- borehole wall
- pipe gallery
- underground pipe
- 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
- 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
Abstract
Structure is built jointly the invention discloses a kind of elevated bridge and underground pipe gallery, including bridge, bridge is combined type or integrated bridge, the lower end of the bridge is provided with some open caisson units as brace foundation, open caisson unit includes the borehole wall, the borehole wall symmetrically offers two perforates along bridge length direction, the upper end of the borehole wall is connected with transverse supporting rod by one group of montant, the upper surface of transverse supporting rod and the lower surface of bridge offset, perforate on two neighboring open caisson unit is connected with each other by rectangular duct, forms the stereo synthesis corridor of bridge tunnel one.The present invention is used after the form that elevated bridge and underground pipe gallery are built jointly, is greatly improved city space comprehensive utilization ratio, can effectively be solved traffic in large size city, all kinds of pipelines and rainwater, the integration requirement of sewage；Open caisson unit is both as bridge foundation, and as the work inspection-pit of underground structure, and complementary structure type can significantly reduce engineering comprehensive cost.
Description
Technical field
The present invention relates to infrastructural project technical field, and in particular to a kind of elevated bridge and underground pipe gallery are built jointly
Structure.
Background technology
The underground structures such as the foundation engineering and pipe gallery of bridge structure are typically separately built, and separate mutual during construction
There is certain safe distance, the obstacle of other side can be become mutually in the case where urban land is nervous.
Current pipe gallery has the requirement that rainwater, sewage are included to construction, but is just needed every one after rain sewage such as piping lane
Set a distance sets inspection-pit etc., and construction cost is greatly increased, and inspection-pit is often located at road automobile road position, to road
Driving etc. brings inconvenience.
The content of the invention
In view of the drawbacks described above of prior art, the present invention provides a kind of elevated bridge and underground pipe gallery builds knot jointly
Structure.
To realize 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, including bridge jointly, and the bridge is by several bridge plate lists
The integrated bridge for combined bridge or the one-piece casting formation that member is formed, the brace foundation of the bridge is open caisson unit, institute
The lower end for stating bridge is uniformly provided with several open caisson units, and the open caisson unit includes the borehole wall, and the borehole wall is long along bridge
Degree direction symmetrically offers two perforates, and the upper end of the borehole wall is connected with transverse supporting rod, the horizontal support by one group of montant
The upper surface of bar and the lower surface of bridge offset, and two adjacent perforates being located on different open caisson units pass through rectangular duct phase
Connect, form the stereo synthesis corridor of bridge tunnel one；The lower end of the borehole wall is provided with the cutting shoe of blade-like, the rectangular duct
Sealed with perforate junction and reinforcement processing.
Different according to tube lane dimension, difference can be used as pipeline layout piping lane, rainwater integrated wastewater piping lane, and Urban Underground
Road etc..
Further, the length of the transverse supporting rod is engaged with the width of bridge plate unit.
Further, the open caisson unit is circular open caisson or rectangular open caisson.
The beneficial effects of the invention are as follows：
1st, after the form built jointly using elevated bridge and underground pipe gallery, city space comprehensive utilization effect is greatly improved
Rate, can effectively solve traffic in large size city, all kinds of pipelines and rainwater, the integration requirement of sewage.
2nd, open caisson unit is both as bridge foundation, and as the work inspection-pit of underground structure, and the load of bridge can be met
The anti-floating demand of underground structure, the buoyancy of underground structure plays a part of supporting bridge structure, and complementary structure type can show
Write reduction engineering comprehensive cost.
Any product for implementing the present invention it is not absolutely required to while reaching all the above advantage.
The technique effect of the design of the present invention, concrete structure and generation is described further below with reference to accompanying drawing, with
It is fully understood from the purpose of the present invention, feature and effect.
Brief description of the drawings
Fig. 1 is the structural representation of the embodiment of the present invention one；
Fig. 2 is the main structure diagram of the embodiment of the present invention one；
Fig. 3 is the overlooking the structure diagram of the embodiment of the present invention one；
Fig. 4 is the side structure schematic view 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- bridges, 2- open caisson units, the 201- boreholes wall, 202- perforates, 203- montants, 204- transverse supporting rods, 3- rectangular ducts.
Embodiment
Embodiment one
Refer to shown in Fig. 1-Fig. 4, the present invention is that a kind of elevated bridge and underground pipe gallery build structure, including bridge jointly
1, bridge 1 is the integrated bridge that the combined bridge or one-piece casting formed by several bridge plate units is formed, the branch of bridge 1
Support group plinth is open caisson unit 2, and the lower end of bridge 1 is uniformly provided with several open caisson units 2, and open caisson unit 2 includes the borehole wall 201, well
Wall 201 symmetrically offers two perforates 202 along the length direction of bridge 1, and the upper end of the borehole wall 201 is connected with by one group of montant 203
Transverse supporting rod 204, the upper surface and the lower surface of bridge 1 of transverse supporting rod 204 offset, and adjacent two are located at different open caisson units
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
Together, pipeline layout piping lane, rainwater integrated wastewater piping lane, and Impacts Evaluation of Urban Tunnel etc. can be used as respectively.
Wherein, the lower end of the borehole wall 201 is provided with the cutting shoe of blade-like, the length of transverse supporting rod 204 and the width of bridge plate unit 1
It is engaged, rectangular duct 3 and the junction of perforate 202 are sealed and reinforcement processing, and open caisson unit 2 is circular open caisson.
One of the present embodiment has particular application as：After the form built jointly using elevated bridge and underground pipe gallery, significantly
City space comprehensive utilization ratio is improved, traffic in large size city, all kinds of pipelines and rainwater, the synthesis of sewage can be effectively solved
Demand；Open caisson unit 2 is both as the basis of bridge 1, and 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 a part of supporting bridge structure, and complementary structure type can be notable
Reduce engineering comprehensive cost.
Embodiment two
The present embodiment and the structure of embodiment one and application are essentially identical, and its difference is as 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 " one embodiment ", " example ", " specific example " etc. means
At least one implementation that feature is contained in the present invention is lived with reference to specific features, structure, the material that the embodiment or example are described
In example or example.In this manual, identical embodiment or example are not necessarily referring to the schematic representation of above-mentioned term.
Moreover, specific features, structure, material or the feature of description can be closed in any one or more embodiments or example
Suitable mode is combined.
Preferred embodiment of the invention described in detail above.It should be appreciated that one 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 technologies in the art
Personnel are available by logical analysis, reasoning, or a limited experiment on the basis of existing technology under this invention's idea
Technical scheme, all should be in the protection domain being defined in the patent claims.
Claims (3)
1. a kind of elevated bridge and underground pipe gallery build structure, including bridge jointly, the bridge is by several bridge plate units
The integrated bridge of combined bridge or the one-piece casting formation of formation, the brace foundation of the bridge is open caisson unit, and it is special
Levy and be：The lower end of the bridge is uniformly provided with several open caisson units, and the open caisson unit includes the borehole wall, the borehole wall
Two perforates are symmetrically offered along bridge length direction, the upper end of the borehole wall is connected with transverse supporting rod by one group of montant, institute
State the upper surface of transverse supporting rod and the lower surface of bridge to offset, two adjacent perforates being located on different open caisson units pass through square
Shape pipeline is connected with each other, and forms the stereo synthesis corridor of bridge tunnel one；The lower end of the borehole wall is provided with the cutting shoe of blade-like；It is described
Rectangular duct and perforate junction are sealed and reinforcement processing.
2. elevated bridge according to claim 1 and underground pipe gallery build structure jointly, it is characterised in that：The horizontal support
The length of bar is engaged with the width of bridge plate unit.
3. elevated bridge according to claim 1 and underground pipe gallery build structure jointly, it is characterised in that：The open caisson list
Member 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 CN106087701A (en) | 2016-11-09 |
| CN106087701B true 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) |
Families Citing this family (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 |
| 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 |
Citations (10)
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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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106087701A (en) | 2016-11-09 |
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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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