CN108468349A - A kind of shunting converting interface in pipe gallery draining cabin - Google Patents
A kind of shunting converting interface in pipe gallery draining cabin Download PDFInfo
- Publication number
- CN108468349A CN108468349A CN201810488418.XA CN201810488418A CN108468349A CN 108468349 A CN108468349 A CN 108468349A CN 201810488418 A CN201810488418 A CN 201810488418A CN 108468349 A CN108468349 A CN 108468349A
- Authority
- CN
- China
- Prior art keywords
- sewage
- cabin
- rainwater
- water tank
- culvert
- 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.)
- Pending
Links
- 239000010865 sewage Substances 0.000 claims abstract description 86
- 238000007689 inspection Methods 0.000 claims abstract description 54
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 51
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 6
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 23
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 8
- 239000008397 galvanized steel Substances 0.000 claims description 8
- 230000003628 erosive effect Effects 0.000 claims description 6
- 239000004677 Nylon Substances 0.000 claims description 5
- 239000004698 Polyethylene Substances 0.000 claims description 5
- 229920001778 nylon Polymers 0.000 claims description 5
- -1 polyethylene Polymers 0.000 claims description 5
- 229920000573 polyethylene Polymers 0.000 claims description 5
- 239000000725 suspension Substances 0.000 claims description 4
- 238000003786 synthesis reaction Methods 0.000 abstract description 4
- 230000005484 gravity Effects 0.000 description 3
- 108010066114 cabin-2 Proteins 0.000 description 2
- 230000008676 import Effects 0.000 description 2
- 241000282326 Felis catus Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
- E03F1/003—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells via underground elongated vaulted elements
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/02—Manhole shafts or other inspection chambers; Snow-filling openings; accessories
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Water Supply & Treatment (AREA)
- Public Health (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Sewage (AREA)
Abstract
The invention discloses the shunting converting interfaces that a kind of pipe gallery drains cabin, rain sewage including being arranged in pipe gallery standard section lower part is crossed water tank and is contained, it includes that the rainwater being connected to rainwater box culvert cabin crosses water tank culvert that the rain sewage, which crosses water tank culvert, and the sewage being connected to sewage box culvert cabin crosses water tank culvert, cross that water tank is contained and sewage crosses the end siding of water tank culvert and distinguishes pre-buried draining wall bushing in rainwater so that the rainwater crosses that water tank is contained and sewage is crossed water tank and contained and is able to be connected to and the municipal drainage system along pipe gallery in vertical direction by pipeline.The present invention solves conventional discharge pipeline and enters pipe gallery, and for draining low spot by comprehensive cabin side, midway rain, sewage can not cross the cabin discharge of piping lane synthesis, caused by the excessive problem of end discharge pressure；In conjunction with the setting of corresponding rain, sewage inspection well, the dewatering needs in both sides of the road plot are met, while convenient to overhaul.
Description
Technical field
The present invention relates to flowing lines to enter pipe gallery midway drainage problem, specifically a kind of pipe gallery draining
The shunting converting interface in cabin.
Background technology
For intensive utilization town site, adaptation to local conditions is conducive to road longitudinal grade, by the gravity streams such as rain sewage pipeline and
Other municipal pipelines are included in pipe gallery centralized management arrangement.Corridor is entered for flowing line, part main line, branch line pipe gallery are long
Degree is longer, and the rain sewage that plot is collected along the line all imports piping lane rain bilge tank, and piping lane end discharge pressure can be caused excessive；By
There is certain earthing requirement in pipe gallery, very big shadow will be caused for the road gravity drainage pipeline of piping lane vertical direction
It rings：A kind of situation rain sewage pipeline can cause downstream drainage pipeline buried depth too deep in vertical upper evacuation piping lane, or even can not access
Downstream municipal drainage system；Another situation piping lane avoids gravity drainage pipeline, can lead to foundation pit deepened, while risk improves
Also investment can be increased.
Invention content
The purpose of the present invention is to provide the shunting converting interfaces that a kind of pipe gallery drains cabin, it can overcome because of drainpipe
Line is included in pipe gallery, topography problem midway can not drain and caused by the excessive problem of piping lane end discharge pressure.
To achieve the above object, the technical scheme is that：A kind of shunting converting interface in pipe gallery draining cabin, it is comprehensive
It includes sewage box culvert cabin and rainwater box culvert cabin that piping lane, which drains cabin, it is characterised in that the shunting converting interface includes being arranged in integrated pipe
The rain sewage of corridor standard section lower part crosses water tank culvert, and it includes the rainwater mistake being connected to rainwater box culvert cabin that the rain sewage, which crosses water tank culvert,
Water tank is contained, and the sewage being connected to sewage box culvert cabin crosses water tank culvert, crosses water tank culvert in rainwater and sewage crosses the end of water tank culvert
Siding distinguishes pre-buried draining wall bushing so that the rainwater cross water tank contain and sewage cross water tank culvert be able to be connected to by pipeline and
Municipal drainage system along pipe gallery in vertical direction, achievees the purpose that shunting.
Further, according to the draining needs along piping lane, setting shunting converting interface, the shunting at a distance turns
Interface is generally located at intersection.
Further, shunting converting interface both sides be respectively set rainwater inspection well and sewage inspection well and rainwater box culvert cabin and
Sewage box culvert cabin be connected to, rainwater inspection well, sewage inspection well, rainwater box culvert cabin, rainwater box culvert cabin the equal reserved opening of side wall,
So that the draining in both sides of the road plot is accessed rainwater box culvert cabin and rainwater box culvert cabin.
Further, it is equipped with cat ladder in rainwater inspection well and sewage inspection well.
Further, it crosses water tank in the rainwater of shunting converting interface rainwater inspection well face and contains setting not less than 300mm's high
Plain concrete protection against erosion platform, crosses water tank and contains and be also provided with and be not less than at bottom plate in the sewage of shunting converting interface sewage inspection well face
The plain concrete protection against erosion platform of 300mm high.
Further, well lid is set respectively above the rainwater inspection well and sewage inspection well, well lid is set to pedestal and base
On the basis of seat, galvanized steel hook is anchored into pedestal, nylon rope net is fixed on galvanized steel hook, and formation is anti-fall to be caught, rainwater inspection well
It is filled using polyethylene low ratio foamed joint filling board in gap between the borehole wall and pedestal basis of sewage inspection well.
Further, the pre-buried suspension hook in pedestal and pedestal basis.
The present invention sets rain sewage in pipe gallery standard section lower part and crosses water tank culvert, and crosses water tank in rain sewage and contain end wall
The pre-buried draining wall bushing of plate, by pipeline be connected to the municipal drainage system along piping lane in vertical direction, reach shunting
Purpose；It is equipped with the ancillary facilities matched therewiths such as rain sewage inspection well, convenient to overhaul, dredging.The present invention shunting converting interface, be equipped with rain,
The affiliated facilities such as sewage inspection well are the primary innovations to piping lane drainage pattern.The present invention solves the entrance of conventional discharge pipeline
Pipe gallery, for draining low spot by comprehensive cabin side, midway rain, sewage can not cross the cabin discharge of piping lane synthesis, caused by end
The excessive problem of discharge pressure；In conjunction with the setting of corresponding rain, sewage inspection well, meeting the draining in both sides of the road plot needs
It asks, while convenient to overhaul.Description of the drawings
Fig. 1 is pipe gallery standard section layout drawing.
Fig. 2 is shunting converting interface top plate layout drawing.
Fig. 3 is shunting converting interface top flat cutting layout drawing.
Fig. 4 is shunting converting interface lower part flat cutting layout drawing.
Fig. 5 is A-A sectional views.
Fig. 6 is B-B sectional views.
Fig. 7 is C-C sectional views.
Fig. 8 is D-D sectional views.
Fig. 9 is E-E sectional views.
Figure 10 is rain bilge well floor plan.
Figure 11 is F-F sectional views.
Figure 12 is G-G sectional views.
Figure 13 is pedestal detail drawing.
Figure 14 is the structural schematic diagram on pedestal basis.
In figure：1- synthesis cabin, 2- sewage box culverts cabin, 3- rainwater box culverts cabin, 4- rain sewage combination box culvert cabin, 5- rainwater cross water
Box culvert, 6- sewage cross water tank culvert, 7- rainwater inspection wells, 8- sewage inspection wells, the pre-buried drainpipe wall bushings of 9-, 10- element coagulations
Native protection against erosion platform, 11- safety climbing ladders, 12- reserved openings, 13- pedestals, 14- pedestals basis, 15- galvanized steels hook, 16- nylon
Netting, 17- polyethylene low ratio foameds joint filling board, 18- suspension hooks, 19-C15 plain concrete cushion layers, 20- backfills, 21- well lids, the roads 22-
Supercrust, H- rain sewage cross water tank culvert clear height.
Specific implementation mode
Below in conjunction with the drawings and specific embodiments to " the shunting switching in a kind of pipe gallery draining cabin proposed by the present invention
Mouthful " be described in further detail.According to following explanation and claims, main points of the invention and feature will become apparent from.It needs
Bright, attached drawing is all made of very simplified form and uses non-accurate ratio, only to it is convenient, lucidly aid in illustrating
The purpose of the embodiment of the present invention.
As shown, a kind of shunting converting interface in pipe gallery draining cabin, pipe gallery is including comprehensive cabin and positioned at synthesis
The draining cabin of cabin side, wherein draining cabin includes sewage box culvert cabin and rainwater box culvert cabin again, it is characterised in that the shunting switching
Mouthful include that the rain sewage for being arranged in pipe gallery standard section lower part crosses water tank culvert, the rain sewage crosses water tank culvert and includes and rainwater
The rainwater of box culvert cabin connection crosses water tank culvert, and the sewage that be connected to sewage box culvert cabin crosses water tank culvert, rainwater cross water tank contain with
The end siding that sewage crosses water tank culvert distinguishes pre-buried draining wall bushing, is connected to and vertical direction along pipe gallery by pipeline
On municipal drainage system, achieve the purpose that shunting.
Rainwater inspection well 6 and sewage inspection well 7 and rainwater box culvert cabin 3 and sewage box culvert is respectively set in shunting converting interface both sides
Cabin 2 is connected to, and the rainwater inspection well 6 and sewage inspection well 7 of wherein side are separately positioned on the rainwater box culvert positioned at comprehensive cabin side
The top in cabin 3 and sewage box culvert cabin 2, the other side that the rainwater inspection well 6 and sewage inspection well 7 of the other side are then close to integrate cabin are set
It sets, and crosses with rainwater that water tank is contained and sewage is crossed water tank and contained and is connected to, rainwater inspection well 6, sewage inspection well 7, rainwater box culvert cabin 3 respectively
It with 2 side wall reserved opening of sewage box culvert cabin, is connect with both sides of the road drainage system, for the rain sewage access of both sides of the road is comprehensive
Close piping lane.Well lid, the rainwater inspection well and sewage inspection well week are set above the rainwater inspection well and sewage inspection well respectively
While setting backfill 20 to well head lower position, C15 plain concrete cushion layers 19 are poured into a mould above backfill 20, and make rainwater inspection
The well head of well and sewage inspection well is extend out to above C15 plain concrete cushion layers, and C15 plain concrete cushion layers 19 are sequentially arranged above base
Seat basis 14 and pedestal 13, well lid 21 are set on pedestal, and pedestal basis corresponds to the position of rainwater inspection well and sewage inspection well
Install square hole, extended at the top of rainwater inspection well and sewage inspection well in the middle part of the square hole on pedestal basis 14, rainwater inspection well and
Gap between the borehole wall and pedestal basis 14 of sewage inspection well is filled using polyethylene low ratio foamed joint filling board, and 13 top of pedestal is set
Circular through hole is arranged in the lower section of recessed portion for disposing well lid, recessed portion, and the diameter of the circular through hole is slightly less than rainwater inspection
The well head internal diameter of well and sewage inspection well is looked into, several galvanized steel hooks 15, nylon rope net 16 are circumferentially anchored into along round hole in pedestal
It is fixed on galvanized steel hook 15, forms anti-fall be caught.
In figure, H1 is pipe gallery standard paragraphs top elevation, and H2 is pipe gallery standard paragraphs floor level（It is also rain sewage
It crosses water tank and contains top elevation）, H3 is that rain sewage crosses water tank culvert floor level, and H4 is sewage box culvert Ceiling absolute altitude.
The present invention and the prior art the difference is that：
1. can be according to Municipal drainage planning, the piping lane setting shunting converting interface at intersection, by rain sewage inspection well
The upstream rain sewage being collected into imports shunting converting interface, and the size that moderate rain sewage crosses water tank culvert can be adjusted according to flow rate calculation.
Shunting converting interface includes that the rainwater for being arranged in pipe gallery standard section lower part crosses water tank and contains 5, sewage and cross water tank and contains 6, rainwater mistake
Water tank culvert 5, sewage are crossed water tank culvert 6 and are arranged side by side, and are separated by vertically disposed partition board.
2. rainwater crosses water tank culvert 5, sewage crosses the water tank culvert pre-buried drainpipe wall bushing 9 of 6 end sidings, pass through pipeline
It is connected to and the municipal drainage system along piping lane in vertical direction.To alleviate along piping lane it is long cause piping lane end draining pressure
Power is excessive.
3. according to the draining absolute altitude in both sides of the road plot, in rainwater inspection well 7, sewage inspection well 8 or rain bilge tank side wall
Reserved opening 12,12 position size absolute altitude of reserved opening are determined according to access conduit demand.
4. crossing water tank in the rain sewage of shunting converting interface rain bilge well face contains element of the setting not less than 300mm high at bottom plate
Concrete protection against erosion platform, to reduce the souring of rain sewage, plain concrete thickness can be adjusted according to head difference.
5. anti-settling manhole cover system：Galvanized steel hook 15 is anchored into pedestal 13, nylon rope net 16 is fixed on galvanized steel hook
On, form anti-fall be caught；Gap between pedestal basis 14 and rain sewage inspection well wall uses polyethylene low ratio foamed joint filling board 17
Filling；In pedestal 13 and the basic 14 pre-buried suspension hooks 18 of pedestal, convenience in transport, lifting.
Foregoing description is only the description to present pre-ferred embodiments, not to any restriction of the scope of the invention, this hair
Any change, the modification that the those of ordinary skill in bright field does according to the disclosure above content, belong to the protection of claims
Range.
Claims (5)
1. a kind of shunting converting interface in pipe gallery draining cabin, it includes sewage box culvert cabin and rainwater box culvert that pipe gallery, which drains cabin,
Cabin, it is characterised in that the shunting converting interface includes that the rain sewage being arranged in pipe gallery standard section lower part crosses water tank culvert, institute
It states rain sewage and crosses water tank culvert and include that rainwater be connected to rainwater box culvert cabin is crossed water tank and contained, and the sewage that is connected to sewage box culvert cabin
Water tank culvert is crossed, water tank culvert is crossed in rainwater and sewage crosses the pre-buried draining wall bushing of end siding difference of water tank culvert so that is described
Rainwater crosses water tank culvert and sewage crosses water tank culvert and is able to be connected to and the municipal drainage along pipe gallery in vertical direction by pipeline
System.
2. a kind of shunting converting interface in pipe gallery draining cabin according to claim 1, it is characterised in that：It transfers in shunting
Mouth both sides are respectively set rainwater inspection well and sewage inspection well and are connected to rainwater box culvert cabin and sewage box culvert cabin, in rainwater inspection
Well, sewage inspection well, rainwater box culvert cabin, rainwater box culvert cabin the equal reserved opening of side wall, so as to by the draining in both sides of the road plot
Access rainwater box culvert cabin and rainwater box culvert cabin.
3. a kind of shunting converting interface in pipe gallery draining cabin according to claim 2, it is characterised in that：It transfers in shunting
The rainwater of mouth rainwater inspection well face crosses plain concrete protection against erosion platform of the water tank culvert setting not less than 300mm high, in shunting turn
The sewage of interface sewage inspection well face is crossed the plain concrete erosion control being also provided with not less than 300mm high at water tank culvert bottom plate and is brushed flat
Platform.
4. a kind of shunting converting interface in pipe gallery draining cabin according to claim 2, it is characterised in that：The rainwater inspection
It looks into above well and sewage inspection well and sets well lid respectively, well lid is set on the basis of pedestal and pedestal, and galvanized steel hook is anchored into pedestal,
Nylon rope net is fixed on galvanized steel hook, and formation is anti-fall to be caught, the borehole wall and the pedestal basis of rainwater inspection well and sewage inspection well
Between gap using polyethylene low ratio foamed joint filling board fill.
5. a kind of shunting converting interface in pipe gallery draining cabin according to claim 4, it is characterised in that：In pedestal and base
Pre-buried suspension hook in seat basis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810488418.XA CN108468349A (en) | 2018-05-21 | 2018-05-21 | A kind of shunting converting interface in pipe gallery draining cabin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810488418.XA CN108468349A (en) | 2018-05-21 | 2018-05-21 | A kind of shunting converting interface in pipe gallery draining cabin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108468349A true CN108468349A (en) | 2018-08-31 |
Family
ID=63261225
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810488418.XA Pending CN108468349A (en) | 2018-05-21 | 2018-05-21 | A kind of shunting converting interface in pipe gallery draining cabin |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108468349A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339197A (en) * | 2018-11-07 | 2019-02-15 | 孙孝仁 | The masonry construction and method of town and country lavatory water, sewage and sleet water are administered in a kind of classification |
| CN112458932A (en) * | 2020-10-29 | 2021-03-09 | 上海市政工程设计研究总院（集团）有限公司 | Non-cutoff connection method for single-hole water diversion box culvert |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008156974A (en) * | 2006-12-26 | 2008-07-10 | Materras Oume Kogyo Kk | Rainwater treating structure and rainwater treating method |
| CN202416360U (en) * | 2011-12-27 | 2012-09-05 | 江西中联建设集团有限公司 | Safe inspection well structure |
| CN103775099A (en) * | 2014-02-26 | 2014-05-07 | 华瀚管道系统科技有限公司 | 3+X urban main pipe network system |
| JP2015108219A (en) * | 2013-12-03 | 2015-06-11 | 株式会社イトーヨーギョー | Rainwater treatment system |
-
2018
- 2018-05-21 CN CN201810488418.XA patent/CN108468349A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008156974A (en) * | 2006-12-26 | 2008-07-10 | Materras Oume Kogyo Kk | Rainwater treating structure and rainwater treating method |
| CN202416360U (en) * | 2011-12-27 | 2012-09-05 | 江西中联建设集团有限公司 | Safe inspection well structure |
| JP2015108219A (en) * | 2013-12-03 | 2015-06-11 | 株式会社イトーヨーギョー | Rainwater treatment system |
| CN103775099A (en) * | 2014-02-26 | 2014-05-07 | 华瀚管道系统科技有限公司 | 3+X urban main pipe network system |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339197A (en) * | 2018-11-07 | 2019-02-15 | 孙孝仁 | The masonry construction and method of town and country lavatory water, sewage and sleet water are administered in a kind of classification |
| CN112458932A (en) * | 2020-10-29 | 2021-03-09 | 上海市政工程设计研究总院（集团）有限公司 | Non-cutoff connection method for single-hole water diversion box culvert |
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