CN106049542A - Arrangement method for drainage inspection wells applied to comprehensive pipe rack - Google Patents
Arrangement method for drainage inspection wells applied to comprehensive pipe rack Download PDFInfo
- Publication number
- CN106049542A CN106049542A CN201610609045.8A CN201610609045A CN106049542A CN 106049542 A CN106049542 A CN 106049542A CN 201610609045 A CN201610609045 A CN 201610609045A CN 106049542 A CN106049542 A CN 106049542A
- Authority
- CN
- China
- Prior art keywords
- inspection well
- drainage inspection
- rain
- drainage
- flow passage
- 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
- 238000007689 inspection Methods 0.000 title claims abstract description 69
- 238000000034 method Methods 0.000 title claims abstract description 18
- 239000010865 sewage Substances 0.000 claims abstract description 36
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 7
- 230000008676 import Effects 0.000 claims description 9
- 230000005484 gravity Effects 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 238000012423 maintenance Methods 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 230000001427 coherent effect Effects 0.000 description 3
- 238000001514 detection method Methods 0.000 description 3
- 238000012544 monitoring process Methods 0.000 description 3
- 230000005856 abnormality Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002689 soil Substances 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
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
-
- 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
Landscapes
- 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)
- Sewage (AREA)
Abstract
The invention discloses an arrangement method for drainage inspection wells applied to a comprehensive pipe rack. The lower portion of the comprehensive pipe rack is provided with a rain and sewage channel. The arrangement method is characterized by comprising the following steps that the drainage inspection wells leading to the ground are arranged along the comprehensive pipe rack at equal intervals and are arranged on one side of the comprehensive pipe rack; the lower portion of each drainage inspection well is provided with a flow passing part which stretches into the lower portion of the comprehensive pipe rack; the flow passing parts of the drainage inspection wells and the upstream and downstream rain and sewage channel are located on the same straight line; inlet and outlet openings of the inspection wells are horizontally moved to one side of the pipe rack; and the inlet and outlet openings of the inspection wells upwards lead to the ground. The arrangement method has the following beneficial effects that the arrangement of pipelines above cannot be affected by the inspection wells, and the arrangement of pipelines above is simple and smooth; the arrangement of the pipelines above cannot be affected by the inspection wells, and the pipelines above the same side can be gravity pipe channels; and the flow passing parts of the inspection wells are smoothly jointed with the upstream and downstream rain and sewage pipe (channel), so that blockage is not likely to happen.
Description
Technical field
The present invention relates to the method to set up of a kind of drainage inspection well being applied to pipe gallery, use in particular it relates to a kind of
Rainfall and sewage pipes (canal) below city integrated piping lane, does not affect the inspection shaft technique of line layout above pipe gallery.
Background technology
The municipal engineering pipelines such as " city integrated piping lane engineering legislation " (GB50838) clear and definite rainwater can include integrated pipe in
Corridor, and soil pipe enters corridor and is preferably located at below other pipelines.But rain, sewage enter corridor and face some difficult problems when piping lane arranged beneath:
Rainfall and sewage pipes (canal) needs to arrange inspection shaft at a certain distance, is used for accessing rainwater or sewage, and clear and coherent maintenance.For just
In maintenance, inspection shaft usually requires that ground is led in import and export.When rainfall and sewage pipes (canal) top also is provided with pipeline, it is necessary to dodge
Inspection shaft is imported and exported.If top pipeline does not possess the condition of dodging (such as gravity pipeline), lower section rainfall and sewage pipes (canal) will be given
Inspection shaft arranges and brings difficulty.
It is therefore proposed that a kind of drainage inspection well technique being applied to pipe gallery, do not changing rainwater or sewage current side
On the premise of to, by the way of adjusting inspection shaft and importing and exporting position and form, to solve rain, sewage enter corridor cloth below piping lane
The above-mentioned difficulties existed when putting.
Summary of the invention
It is an object of the invention to provide the method to set up of a kind of drainage inspection well being applied to pipe gallery, when rain, sewage
When pipe enters corridor and is positioned at below other pipelines of pipe gallery, dodging pipeline above rainfall and sewage pipes, solution rain, sewage enter corridor at pipe
What during corridor arranged beneath, inspection shaft was imported and exported with top pipeline is conflicting.
In order to achieve the above object, technical scheme is as follows: a kind of drainage inspection well being applied to pipe gallery
Method to set up, pipe gallery bottom is rain, sewage routeway, it is characterised in that the method comprises the following steps: along pipe gallery
Being provided with the drainage inspection well leading to ground at a certain distance, described drainage inspection well is arranged on pipe gallery side, described row
Water inspection shaft bottom arranges flow passage and divides, and described flow passage divides and stretches into pipe gallery bottom, the flow passage of described drainage inspection well
Dividing and be positioned at same straight line with upstream and downstream rain, sewage routeway, the import and export level of inspection shaft moves to piping lane side, and inspection shaft is imported and exported
Lead up to ground.
According to a preferred embodiment of the invention, the flow passage of described drainage inspection well divides and rain, sewage routeway straight line drop-over,
And flow passage sets up separately and puts chute bottom drainage inspection well.
According to a preferred embodiment of the invention, rain, sewage routeway are rain water channel or sewage routeway.
According to a preferred embodiment of the invention, rain, sewage routeway use tube shaped, or channel form.
According to a preferred embodiment of the invention, level detection facility is set in inspection shaft, monitors rain, the liquid level of sewerage
Whether it is in normal range, when detecting water level abnormality, sends alarm signal to piping lane monitoring system or rain, sewerage operator
Number.
The inspection shaft flow passage of the present invention divides and is in collinear with upstream and downstream rainfall and sewage pipes (canal), does not change water
Flow path direction, but the import and export level of inspection shaft moves to piping lane sidewall opposite side, dodges rainfall and sewage pipes (canal) and top pipeline thereof,
Its import and export lead up to ground.Drainage inspection well flow passage divides and leads to the import and export on ground and connects each other bottom inspection shaft
Logical, for ease of maintenance, bottom inspection shaft, flow passage divides top headroom H should meet the clear and coherent requirement of maintenance, and can bottom inspection shaft
The chute of semicircle or other shapes is set.
The drainage inspection well technique being applied to pipe gallery that the present invention provides has the advantage that
1. enter corridor when rainfall and sewage pipes (canal), and when being positioned at below piping lane, drainage inspection well do not interfere with the laying of top pipeline,
Top line layout is the most smooth and easy.
2. entering corridor when rainfall and sewage pipes (canal), drainage inspection well does not interferes with the laying of top pipeline so that above homonymy
Pipeline can be attached most importance to solenoid canal.
3. drainage inspection well flow passage divides be connected smooth and easy with upstream and downstream rainfall and sewage pipes (canal), is not easily blocked.
4. level detection facility (optional) is set, rain, sewerage can be carried out intelligent monitoring, blocking, water level
Reporting to the police in the case of abnormal rising, prompting is overhauled, it is achieved rain, the management upgrade of sewerage, accelerates fault condition
Under response speed.
Accompanying drawing explanation
Fig. 1 is the inspection shaft node lower floor site plan of the present invention.
Fig. 2 is the inspection shaft father of node site plan of the present invention.
Fig. 3 is the inspection shaft node generalized section of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing, the detailed description of the invention of the present invention is further described.
As shown in Figure 1 and Figure 2, when rainfall and sewage pipes (canal) 1 enters corridor, and when being positioned at below pipe gallery 4, the draining of the present invention
Inspection shaft 2 is arranged on piping lane side, and the bottom of drainage inspection well 2 extends to piping lane bottom, and below drainage inspection well 2, flow passage divides
With upstream and downstream rainfall and sewage pipes (canal) 1 straight line drop-over, but drainage inspection well 2 imports and exports part offset in rainfall and sewage pipes (canal)
1, it is arranged on pipe gallery and the side of rainfall and sewage pipes (canal) 1 sidewall is installed, import and export and the flow passage of drainage inspection well 2 divide
Connect bottom drainage inspection well 2.The flow passage of drainage inspection well 2 divides bottom can arrange chute 3.
In figure, 5 is upper pipeline, and 6 is upper pipeline support.
It is positioned at outside piping lane as it is shown on figure 3, inspection shaft 2 is imported and exported, leads to ground, do not interfere with the laying of top pipeline.
Inspection shaft 2 flow passage divides bottom can arrange the chute of semicircle or other shapes, and headroom H should meet the clear and coherent requirement of maintenance, it is proposed that no
Less than 0.8m.
If arranging level detection facility 8 be arranged on inspection shaft as it is shown on figure 3, keep at a certain distance away in, rain, sewage can be monitored
Who no is in normal range to the liquid level of system, when detecting water level abnormality, and can be to piping lane monitoring system or rain, sewerage operation
Side sends alarm signal, and prompting is overhauled, and accelerates the response speed under fault condition.The distance and the position that arrange can bases
Rain, sewerage regulatory requirement are determined.
Although present disclosure has been made to be discussed in detail by above preferred embodiment, but it should be appreciated that above-mentioned
Description is not considered as limitation of the present invention.After those skilled in the art have read foregoing, for the present invention's
Multiple amendment and replacement all will be apparent from.Therefore, protection scope of the present invention should be limited to the appended claims.
Claims (5)
1. being applied to a method to set up for the drainage inspection well of pipe gallery, pipe gallery bottom is rain, sewage routeway, and it is special
Levying and be, the method comprises the following steps: be provided with the drainage inspection well leading to ground at a certain distance along pipe gallery, described
Drainage inspection well is arranged on pipe gallery side, and described drainage inspection well bottom arranges flow passage and divides, and described flow passage divides and stretches into
Pipe gallery bottom, the flow passage of described drainage inspection well divides and is positioned at same straight line with upstream and downstream rain, sewage routeway, inspection shaft
Import and export level moves to piping lane side, and inspection shaft is imported and exported and led up to ground.
2. the method to set up of drainage inspection well as claimed in claim 1, it is characterised in that the flow passage of drainage inspection well divide with
Rain, sewage routeway straight line drop-over, and chute is set bottom drainage inspection well.
3. the method to set up of drainage inspection well as claimed in claim 2, it is characterised in that drainage inspection well flow passage divides and leads to
Import and export earthward connect bottom inspection shaft each other, and flow passage divides top headroom not less than 0.8m.
4. the method to set up of drainage inspection well as claimed in claim 1, it is characterised in that rain, sewage routeway are rain water channel
Or sewage routeway.
5. the method to set up of drainage inspection well as claimed in claim 4, it is characterised in that rain, sewage routeway use pipeline shape
Formula, or channel form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610609045.8A CN106049542A (en) | 2016-07-29 | 2016-07-29 | Arrangement method for drainage inspection wells applied to comprehensive pipe rack |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610609045.8A CN106049542A (en) | 2016-07-29 | 2016-07-29 | Arrangement method for drainage inspection wells applied to comprehensive pipe rack |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106049542A true CN106049542A (en) | 2016-10-26 |
Family
ID=57195857
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610609045.8A Pending CN106049542A (en) | 2016-07-29 | 2016-07-29 | Arrangement method for drainage inspection wells applied to comprehensive pipe rack |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106049542A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107620375A (en) * | 2017-08-01 | 2018-01-23 | 潘华雄 | Municipal inspection shaft and its construction method |
| CN112554230A (en) * | 2020-10-30 | 2021-03-26 | 上海市政工程设计研究总院（集团）有限公司 | Cross laying method and node structure for comprehensive pipe gallery and drain pipe |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH108446A (en) * | 1996-06-25 | 1998-01-13 | Juichi Yamauchi | Underground multi-purpose duct for burying electric wire and the like |
| CN103397662A (en) * | 2013-08-12 | 2013-11-20 | 上海市城市建设设计研究总院 | Comprehensive pipe gallery structure |
| CN203393742U (en) * | 2013-08-12 | 2014-01-15 | 上海市城市建设设计研究总院 | Integrated pipe gallery structure |
| CN203878609U (en) * | 2014-05-19 | 2014-10-15 | 上海市城市建设设计研究总院 | Comprehensive pipe corridor structure |
| CN204983100U (en) * | 2015-07-10 | 2016-01-20 | 北京市水利规划设计研究院 | Inspection well |
| CN205296342U (en) * | 2016-01-13 | 2016-06-08 | 上海市城市建设设计研究总院 | Run by gravity sewage system in utility tunnel |
| CN205296229U (en) * | 2016-01-12 | 2016-06-08 | 上海市城市建设设计研究总院 | Sewer manhole in utility tunnel |
| CN205296347U (en) * | 2016-01-12 | 2016-06-08 | 上海市城市建设设计研究总院 | Arrangement structure that utility tunnel internal drain pipe said |
| CN206070582U (en) * | 2016-07-29 | 2017-04-05 | 上海市政工程设计研究总院（集团）有限公司 | A kind of drainage inspection well for being applied to pipe gallery |
-
2016
- 2016-07-29 CN CN201610609045.8A patent/CN106049542A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH108446A (en) * | 1996-06-25 | 1998-01-13 | Juichi Yamauchi | Underground multi-purpose duct for burying electric wire and the like |
| CN103397662A (en) * | 2013-08-12 | 2013-11-20 | 上海市城市建设设计研究总院 | Comprehensive pipe gallery structure |
| CN203393742U (en) * | 2013-08-12 | 2014-01-15 | 上海市城市建设设计研究总院 | Integrated pipe gallery structure |
| CN203878609U (en) * | 2014-05-19 | 2014-10-15 | 上海市城市建设设计研究总院 | Comprehensive pipe corridor structure |
| CN204983100U (en) * | 2015-07-10 | 2016-01-20 | 北京市水利规划设计研究院 | Inspection well |
| CN205296229U (en) * | 2016-01-12 | 2016-06-08 | 上海市城市建设设计研究总院 | Sewer manhole in utility tunnel |
| CN205296347U (en) * | 2016-01-12 | 2016-06-08 | 上海市城市建设设计研究总院 | Arrangement structure that utility tunnel internal drain pipe said |
| CN205296342U (en) * | 2016-01-13 | 2016-06-08 | 上海市城市建设设计研究总院 | Run by gravity sewage system in utility tunnel |
| CN206070582U (en) * | 2016-07-29 | 2017-04-05 | 上海市政工程设计研究总院（集团）有限公司 | A kind of drainage inspection well for being applied to pipe gallery |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107620375A (en) * | 2017-08-01 | 2018-01-23 | 潘华雄 | Municipal inspection shaft and its construction method |
| CN107620375B (en) * | 2017-08-01 | 2019-11-01 | 潘华雄 | Municipal inspection shaft and its construction method |
| CN112554230A (en) * | 2020-10-30 | 2021-03-26 | 上海市政工程设计研究总院（集团）有限公司 | Cross laying method and node structure for comprehensive pipe gallery and drain pipe |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161026 |
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| RJ01 | Rejection of invention patent application after publication |