CN206800575U - A kind of sewage conduct in piping lane - Google Patents
A kind of sewage conduct in piping lane Download PDFInfo
- Publication number
- CN206800575U CN206800575U CN201720669779.5U CN201720669779U CN206800575U CN 206800575 U CN206800575 U CN 206800575U CN 201720669779 U CN201720669779 U CN 201720669779U CN 206800575 U CN206800575 U CN 206800575U
- Authority
- CN
- China
- Prior art keywords
- piping lane
- sewage conduct
- sewage
- pit shaft
- level
- 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.)
- Expired - Fee Related
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 50
- 238000007689 inspection Methods 0.000 claims abstract description 21
- 238000003032 molecular docking Methods 0.000 claims 1
- 239000011449 brick Substances 0.000 abstract description 7
- 239000004567 concrete Substances 0.000 abstract description 6
- 239000011469 building brick Substances 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Sewage (AREA)
Abstract
The utility model belongs to blow-off line technical field, specially a kind of sewage conduct in piping lane.It is that sewage conduct is set in existing piping lane, two sewage conducts are connected by a three-way pipe；Perforate is provided with above piping lane tube wall, and upwardly extends and to form a vertical pipeline as two level pit shaft；3rd mouth of pipe of three-way pipe docks with two level pit shaft straight up.In the utility model, traditional sewage inspection well is replaced using three-way pipe inside piping lane, the basic function of inspection shaft can met, both avoided building brick or concrete inspection well by laying bricks or stones in piping lane, and can enough saves the width of bilge tank, piping lane cross dimensions is reduced, space is saved, effectively reduces piping lane cost.
Description
Technical field
The utility model belongs to blow-off line technical field, and in particular to a kind of sewage conduct in piping lane.
Background technology
State Council's hair in 2013《On strengthening the opinion of urban infrastructure construction》, clearly carry out Urban Underground integrated pipe
Corridor pilot work.On August 3rd, 2015, State Council prints and distributes《On promoting the instruction of Urban Underground pipe gallery construction》.
House town and country construction portion has issued the notice on promoting underground pipe gallery construction, and " built city is proposed in the notice
The primary and secondary main line of underground pipe gallery, planning pipeline must enter corridor, must not again excavate and lay the line ".Refer in above-mentioned national policy
Lead down, sewage conduct will be accomplished under the conditions of possible, be laid in as far as possible in pipe gallery.After sewage conduct enters corridor, one
As can utilize pipe gallery itself 3 to 4 meters of clear height, meet sewage conduct the gradient laying requirement.But in synthesis
In piping lane, the connection gesture necessary choice more reasonably mode of sewage conduct and inspection shaft.
And the premise of the connected mode of existing sewage conduct and sewage inspection well is sewage conduct is laid in soil layer, sewage
The size of inspection shaft is relevant with access tube caliber, generally between Φ 1000 ~ 4000 × 2900.When sewage conduct applies in piping lane
If when, corresponding sewage inspection well then has that space is big, and it is hidden to have certain safety without support for the clear height of 3 to 4 meters of longitudinal direction
Suffer from.
If sewage conduct is laid in pipe gallery, the new structural form of sewage inspection well can avoid tradition
Brick or reinforced concrete structure account for the shortcomings that piping lane space is larger, and key dimension is big, effectively save pipe gallery space,
Reduce investment outlay, and be avoided that the situation that pipeline occurs seeping water with traditional inspection shaft interface imprecision occurs.
The content of the invention
The purpose of this utility model is that providing one kind occupies little space, and is easy to the sewage pipe being used in piping lane safeguarded
Road.
Sewage conduct provided by the utility model in piping lane, it is the setting sewage conduct 2 in existing piping lane 1,
The junction of two sewage conducts 2, connected by a three-way pipe 3；
Perforate is provided with above the tube wall of piping lane 1, and upwardly extends and to form a vertical pipeline as two level pit shaft 4, directly
To ground；Opening of the two level pit shaft 4 on ground sets inspection well cover；
Described 3 or so two mouths of pipe of three-way pipe dock two sewage conducts 2 respectively, its 3rd mouth of pipe straight up, together
Two level well casing 5 connects, and two level well casing 5 extends two level pit shaft 4 upwards, and is docked with two level pit shaft 4；The diameter of two level well casing 5 is the same as two
The level inner diameter of pit shaft 4 matches.
In the utility model, the sewage conduct 2 is provided with cleanout 6 close to the interface of three-way pipe 3.
In the utility model, the bottom of the three-way pipe 3 is provided with support pier 7, the support as the part；When sewage from
During upper and lower entrance downstream line, cushioning effect is played.
In the utility model, traditional sewage inspection well is replaced using three-way pipe inside piping lane, inspection shaft can met
Basic function, both avoided building brick or concrete inspection well by laying bricks or stones in piping lane, and can enough saves the width of bilge tank, reduce
Piping lane cross dimensions, space is saved, effectively reduces piping lane cost.Cleanout is set on sewage conduct, is easy to attendant to exist
In piping lane, by opening the dirt in cleanout cleaning sewage conduct.Three-way pipe convenient disassembly, it is easy to maintenance to change pipeline group
Part.In piping lane between up to pavement of road, using routine inspection well masonry way, branch pipe can be accessed on pit shaft.Threeway
Bottom sets support pier to support, and protects main sewage conduct to reduce external force vibration influence.
Brief description of the drawings
Fig. 1 is the utility model structural diagrams.
Label in figure：1 is piping lane, and 2 be sewage conduct, and 3 be three-way pipe, and 4 be two level pit shaft, and 5 be two level well casing, and 6 be clear
Mouth is swept, 7 be support pier.
Embodiment
The utility model sets sewage conduct 2 in existing piping lane 1, the junction of two sewage conducts 2, passes through one three
Siphunculus 3 connects, and is connected again with ground by three-way pipe 3；
The piping lane 1 is built into using concrete, and perforate is provided with above tube wall, perforate size with top borehole size, and to
Upper extension forms a vertical pipeline as two level pit shaft 4, until ground, two level pit shaft 4 is built into using brick or concrete；
Opening of the two level pit shaft 4 on ground sets inspection well cover；
Described 3 or so two mouths of pipe of three-way pipe dock two sewage conducts 2 respectively, its 3rd mouth of pipe straight up, together
Two level well casing 5 connects, and two level well casing 5 extends pushed up outside piping lane upwards, and carries out and be connected with piping lane top two level pit shaft 4；Two level well
The diameter of pipe 5 matches with the inner diameter of two level pit shaft 4.As shown in Figure 1.
The sewage conduct 2 is provided with cleanout 6 close to the interface of three-way pipe 3.
The bottom of the three-way pipe 3 is provided with support pier 7, as the support of the part, under sewage enters from top to bottom
During play pipe road, cushioning effect is played.
In work progress, sewage conduct 2, threeway 3 and other accessories enter piping lane by hoisting port, with reference to specification and branch
Pipe access requires, sets three-way inspection well at a certain distance.Between each tube coupling of sewage conduct and sewage conduct and threeway, threeway
It can be connected between two level well casing 5 using hot melting way, convenient and quick construction.Pit shaft 4 is brick or concrete structure, can be with
Build by laying bricks or stones with reference to piping lane construction synchronous construction or individually.
In the utility model, traditional sewage inspection well is replaced using three-way pipe inside piping lane, inspection shaft can met
Basic function on the premise of, both avoided building brick or concrete inspection well by laying bricks or stones in piping lane, and can enough saves bilge tank
Width, piping lane cross dimensions is reduced, save space, effectively reduce piping lane cost.Cleanout is set on sewage conduct, is easy to tie up
The dirt that shield personnel are cleared up in sewage conduct in piping lane, by opening cleanout.Three-way pipe convenient disassembly, it is easy to maintenance to change
Conduit assembly.In piping lane between up to pavement of road, using routine inspection well masonry way, branch can be accessed on pit shaft
Pipe.Threeway bottom sets support pier to support, and protects main sewage conduct to reduce external force vibration influence.
Claims (3)
1. a kind of sewage conduct in piping lane, it is characterised in that be in existing piping lane（1）Middle setting sewage conduct（2）, two
Root sewage conduct（2）Junction, pass through a three-way pipe（3）Connection；
The piping lane（1）Perforate is provided with above tube wall, and upwardly extends and to form a vertical pipeline as two level pit shaft（4）, directly
To ground；Two level pit shaft（4）Opening on ground sets inspection well cover；
The three-way pipe（3）The mouth of pipe of left and right two docks two sewage conducts respectively（2）, its 3rd mouth of pipe straight up, together
Two level well casing（5）Connection, two level well casing（5）Extend two level pit shaft upwards（4）, and with two level pit shaft（4）Docking；Two level well casing
（5）Diameter is the same as two level pit shaft（4）Inner diameter matches.
2. sewage conduct as claimed in claim 1, it is characterised in that the sewage conduct（2）Close to three-way pipe（3）Interface
Provided with cleanout（6）.
3. sewage conduct as claimed in claim 1, it is characterised in that the three-way pipe（3）Bottom be provided with support pier
（7）, the support as the part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720669779.5U CN206800575U (en) | 2017-06-10 | 2017-06-10 | A kind of sewage conduct in piping lane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720669779.5U CN206800575U (en) | 2017-06-10 | 2017-06-10 | A kind of sewage conduct in piping lane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206800575U true CN206800575U (en) | 2017-12-26 |
Family
ID=60745805
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720669779.5U Expired - Fee Related CN206800575U (en) | 2017-06-10 | 2017-06-10 | A kind of sewage conduct in piping lane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206800575U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111173032A (en) * | 2020-02-18 | 2020-05-19 | 重庆市市政设计研究院 | Assembled grid energy absorber and drainage energy dissipation system suitable for municipal drainage gets into utility tunnel |
| CN111456199A (en) * | 2020-04-16 | 2020-07-28 | 山盛源建设有限公司 | Underground rainwater drainage pipeline |
-
2017
- 2017-06-10 CN CN201720669779.5U patent/CN206800575U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111173032A (en) * | 2020-02-18 | 2020-05-19 | 重庆市市政设计研究院 | Assembled grid energy absorber and drainage energy dissipation system suitable for municipal drainage gets into utility tunnel |
| CN111456199A (en) * | 2020-04-16 | 2020-07-28 | 山盛源建设有限公司 | Underground rainwater drainage pipeline |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171226 |