CN105887925A - Comprehensive pipe rack of corrugated circular tube structure - Google Patents
Comprehensive pipe rack of corrugated circular tube structure Download PDFInfo
- Publication number
- CN105887925A CN105887925A CN201610459020.4A CN201610459020A CN105887925A CN 105887925 A CN105887925 A CN 105887925A CN 201610459020 A CN201610459020 A CN 201610459020A CN 105887925 A CN105887925 A CN 105887925A
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- CN
- China
- Prior art keywords
- corrugated
- tube structure
- pipe rack
- comprehensive pipe
- 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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
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- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
Abstract
The invention relates to a comprehensive pipe rack of a corrugated circular tube structure. A conventional comprehensive pipe rack of a reinforced concrete and masonry structure is tedious in design and construction. The comprehensive pipe rack is formed by splicing multiple sections of corrugated circular tubes sequentially, and the splicing manners comprise sequential connection, pipe clamp butt joint and flange connection; the inner walls and the outer walls of the corrugated circular tubes are coated with insulating anticorrosive material layers. The comprehensive pipe rack of the corrugated circular tube structure can be applied in highway and railway bridges and culverts and has the advantages that the durability is good, the structure is stable, the appearance is attractive, the construction period is short and the like, a reinforced concrete structure can be fully replaced, the adaptability of the comprehensive pipe rack is high, the common problem of concrete structure cracking cannot occur, the anti-seismic property is good, the advantages can be fully developed, and the development prospect is very wide.
Description
Technical field
The present invention relates to road traffic construction technique field, be specifically related to a kind of corrugated annular tube structure pipe gallery.
Background technology
In recent years, continuous quickening along with urbanization process, the problems such as underground pipeline construction scale is not enough, management level are the highest highlight, there is the events such as the blast of heavy rain waterlogging, pipeline leakage, road surface subside in some cities, has had a strong impact on safety of life and property and the city operations order of the people in succession.For ensureing urban infrastructure and public service facility supply, improving infrastructure level and service quality, meet resident's basic living demand, effective exploitation utilizes Underground Space Resource, promoting the sustainable development in city, comprehensive pipe gallery structure becomes the Main way of urban construction and development.
City integrated piping lane is at some country also referred to as common trench, under town road, i.e. build a underground gallery, by communication, the various cable of electric power and plumbing, heat supply, the various pipelines such as supply are the most included, and the facilities such as special maintenance and vent are set, solve excavated pavement repeatedly, built on stilts gauze is intensive, the problems such as pipeline Frequent Accidents, be conducive to ensureing urban safety, improve city function, beautifying city view, promote city intensive efficient and Transformation Development, be conducive to improving urban carrying capacity and urbanization quality, be conducive to increasing public product effective investment, social capital is pulled to put into, make the new power of economic development.
Corrugated steel construction is applied to highway bridge, culvert the earliest, the most also has the application of tunnel, pipe gallery, is compared to concrete structure, and it has the advantages such as safe and reliable, economic and environment-friendly, construction technology is easy.As a kind of Novel environment-friendlymaterial material, corrugated steel construction is applied to city integrated piping lane and can play a significant role.
Summary of the invention
It is an object of the invention to provide a kind of corrugated annular tube structure pipe gallery, replace the piping lane of reinforced concrete structure, to reduce the cost of pipe gallery, reduce environmental pollution, be pushed further into the application of city integrated piping lane, accelerate urban infrastructure construction.
The technical solution adopted in the present invention is:
Corrugated annular tube structure pipe gallery, it is characterised in that:
Being spliced successively by more piece corrugated ring pipe and form, connecting method includes welding successively, pipe collar docking and Flange joint；
Corrugated ring pipe inside and outside wall is coated with insulating corrosion material layer.
Corrugated ring pipe includes two the semicircle column jeckets axially docked.
It is reserved with maintenance and vent on corrugated ring pipe, is arranged at corner and the fork of pipe gallery.
The thickness of corrugated ring pipe is 3mm-10mm.
Seam crossing between corrugated ring pipe is coated with waterproof sealing inorganic agent.
The invention have the advantages that
The present invention solve conventional rebar concrete and the design of masonry marshalling structure, construct cumbersome and from the longer technical problem of excavation of foundation pit to the required duration that is open to traffic.Annular corrugated steel-tube construction can be applicable in highway, railway bridges and culverts, the advantages such as its good endurance, Stability Analysis of Structures, handsome in appearance, short construction period can substitute for reinforced concrete structure completely, and it is adaptable, do not have the common fault of concrete structure crack, the advantages such as anti-seismic performance is good can also be not fully exerted, and development prospect is boundless.
Accompanying drawing explanation
Fig. 1 is the pipe gallery sectional schematic diagram of this structure.
Fig. 2 is that between ring bellows tube coupling, pipe collar connects drawing.
Fig. 3 is Flange joint schematic diagram between ring bellows tube coupling.
Fig. 4 is the flange connection diagram of ring bellows semicircle tube coupling.
Fig. 5 is that the flange of ring bellows semicircle tube coupling connects sectional view.
Fig. 6 is connecting bolt drawing.
In figure, 1-corrugated ring pipe, 2-insulating corrosion material layer, 3-pipe collar, 4-flange, 5-screw, 6-bolt.
Detailed description of the invention
Below in conjunction with detailed description of the invention, the present invention will be described in detail.
A kind of corrugated annular tube structure pipe gallery that the present invention relates to, is spliced successively by more piece corrugated ring pipe 1 and forms, and connecting method includes welding successively, pipe collar 3 docks and flange 4 connects, and assembles in the foundation ditch dug, and forms gallery main body.Corrugated ring pipe 1 inside and outside wall is coated with insulating corrosion material layer 2, it is possible to ensure use quality and the use time of comprehensive gallery.Ring bellows when corrugated ring pipe 1 is plant produced, steel corrugated plating formed through rolling process, can be steel plate, aluminium sheet, iron plate or other can be pressed into undulatory material, the thickness of corrugated ring pipe 1 is 3mm-10mm.Seam crossing between corrugated ring pipe 1 is coated with waterproof sealing inorganic agent.
Corrugated ring pipe 1 is overall cylindrical tube, can be welded to connect successively, or overcoat pipe collar 3 or flange 4 dock at splicing seams during splicing, and flange 4 ring week arranges screw 5, is connected by bolt 6.Corrugated ring pipe 1 can also be two semicircle column jeckets of axially docking, can be welded to connect successively, or overcoat flange 4 docks at axial splicing seams.
Maintenance and vent it is reserved with on corrugated ring pipe 1, it is arranged at corner and the fork of pipe gallery, so that normal can carry out in pipeline when using when good ventilation and final-period management maintenance staff can inlet and outlet piping easily, overhaul and ventilate general the most shared one.
Present disclosure is not limited to cited by embodiment, and the conversion of any equivalence that technical solution of the present invention is taked by those of ordinary skill in the art by reading description of the invention, the claim being the present invention is contained.
Claims (5)
1. corrugated annular tube structure pipe gallery, it is characterised in that:
Being spliced successively by more piece corrugated ring pipe (1) and form, connecting method includes welding successively, pipe collar (3) docking and flange (4) connect；
Corrugated ring pipe (1) inside and outside wall is coated with insulating corrosion material layer (2).
Corrugated annular tube structure pipe gallery the most according to claim 1, it is characterised in that:
Corrugated ring pipe (1) includes two the semicircle column jeckets axially docked.
Corrugated annular tube structure pipe gallery the most according to claim 1, it is characterised in that:
It is reserved with maintenance and vent on corrugated ring pipe (1), is arranged at corner and the fork of pipe gallery.
Corrugated annular tube structure pipe gallery the most according to claim 1, it is characterised in that:
The thickness of corrugated ring pipe (1) is 3mm-10mm.
Corrugated annular tube structure pipe gallery the most according to claim 1, it is characterised in that:
Seam crossing between corrugated ring pipe (1) is coated with waterproof sealing inorganic agent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610459020.4A CN105887925A (en) | 2016-06-23 | 2016-06-23 | Comprehensive pipe rack of corrugated circular tube structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610459020.4A CN105887925A (en) | 2016-06-23 | 2016-06-23 | Comprehensive pipe rack of corrugated circular tube structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105887925A true CN105887925A (en) | 2016-08-24 |
Family
ID=56718202
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610459020.4A Pending CN105887925A (en) | 2016-06-23 | 2016-06-23 | Comprehensive pipe rack of corrugated circular tube structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105887925A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110685234A (en) * | 2019-09-26 | 2020-01-14 | 正平路桥建设股份有限公司 | Construction method of corrugated steel pipe culvert |
| CN111236303A (en) * | 2019-12-18 | 2020-06-05 | 成都基准方中建筑设计有限公司 | Assembled current or non-current leak hunting trench |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2579943Y (en) * | 2002-11-05 | 2003-10-15 | 衡水益通金属制品有限责任公司 | Engineering member for building culvert |
| KR101029311B1 (en) * | 2009-01-22 | 2011-04-13 | 대지종건(주) | Non-excavation laying method for pipeline and tunnel using temporary composite pipe |
| CN203821441U (en) * | 2014-02-18 | 2014-09-10 | 唐山奥盛通科技股份有限公司 | HDPE (high-density polyethylene) dual-wall bellows with installation bases |
| CN204491666U (en) * | 2015-03-06 | 2015-07-22 | 衡水益通金属制品有限责任公司 | A kind of steel corrugated sheet Urban Underground pipe gallery |
| CN105064400A (en) * | 2015-07-24 | 2015-11-18 | 中交第一公路勘察设计研究院有限公司 | Urban comprehensive pipe rack of steel corrugated plate structure |
| CN206034485U (en) * | 2016-06-23 | 2017-03-22 | 中交第一公路勘察设计研究院有限公司 | Corrugate ring pipe structure utility tunnel |
-
2016
- 2016-06-23 CN CN201610459020.4A patent/CN105887925A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2579943Y (en) * | 2002-11-05 | 2003-10-15 | 衡水益通金属制品有限责任公司 | Engineering member for building culvert |
| KR101029311B1 (en) * | 2009-01-22 | 2011-04-13 | 대지종건(주) | Non-excavation laying method for pipeline and tunnel using temporary composite pipe |
| CN203821441U (en) * | 2014-02-18 | 2014-09-10 | 唐山奥盛通科技股份有限公司 | HDPE (high-density polyethylene) dual-wall bellows with installation bases |
| CN204491666U (en) * | 2015-03-06 | 2015-07-22 | 衡水益通金属制品有限责任公司 | A kind of steel corrugated sheet Urban Underground pipe gallery |
| CN105064400A (en) * | 2015-07-24 | 2015-11-18 | 中交第一公路勘察设计研究院有限公司 | Urban comprehensive pipe rack of steel corrugated plate structure |
| CN206034485U (en) * | 2016-06-23 | 2017-03-22 | 中交第一公路勘察设计研究院有限公司 | Corrugate ring pipe structure utility tunnel |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110685234A (en) * | 2019-09-26 | 2020-01-14 | 正平路桥建设股份有限公司 | Construction method of corrugated steel pipe culvert |
| CN110685234B (en) * | 2019-09-26 | 2021-09-10 | 正平路桥建设股份有限公司 | Construction method of corrugated steel pipe culvert |
| CN111236303A (en) * | 2019-12-18 | 2020-06-05 | 成都基准方中建筑设计有限公司 | Assembled current or non-current leak hunting trench |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160824 |
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| RJ01 | Rejection of invention patent application after publication |