CN207268009U - A kind of underground pipe gallery drainage system based on existing blowdown canal - Google Patents
A kind of underground pipe gallery drainage system based on existing blowdown canal Download PDFInfo
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- CN207268009U CN207268009U CN201720606514.0U CN201720606514U CN207268009U CN 207268009 U CN207268009 U CN 207268009U CN 201720606514 U CN201720606514 U CN 201720606514U CN 207268009 U CN207268009 U CN 207268009U
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- pipe gallery
- underground pipe
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- side wall
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Abstract
The utility model belongs to municipal drainage technical field, is related to a kind of underground pipe gallery drainage system based on existing blowdown canal.Downflow weir is set on the basis of existing blowdown canal, when rainfall is more than the design discharge of existing blowdown canal, rainwater enters underground pipe gallery by downflow weir, so as to fulfill the dirty shunting of rain and the probability of happening of reduction urban waterlogging.Underground pipe gallery is made of cast-in-place basic, cast-in-place road surface and prefabricated side wall, prefabricated dome, and inside can be laid with the urban operating mechanism pipeline such as electric power, communication, combustion gas, water supply and sewage, easy to be managed collectively, repair.A kind of underground pipe gallery drainage system based on existing blowdown canal provides technical support for the construction in sponge city, and city surface source pollution is improved, and has in reconstruction of the old city town and greatly plays space.
Description
Technical field
A kind of Urban Underground pipe gallery drainage system is the utility model is related to, belongs to municipal drainage technical field, specifically
For a kind of underground pipe gallery drainage system based on existing blowdown canal.
Background technology
In the process of Chinese high speed urbanization, urban size is increasing.The sewerage system built decades ago
Have been over the service ability designed originally.On south China heavy rain multiple ground, urban waterlogging is urgently to be resolved hurrily.And with
Economic rapid development municipal pollution is increasingly severe.Vehicle result in increasingly severe city surface source pollution with industrial expansion.
And strong influence and traditional extensive work side can be produced to urban highway traffic in the transformation of old city drainage system
Formula will produce substantial amounts of dust pollution air.
The content of the invention
The purpose of this utility model is that with regard to problem present in above-mentioned background technology, there is provided one kind is based on existing blowdown canal
Underground pipe gallery drainage system.The utility model is not required to remove existing blowdown canal, but makes full use of existing draining energy
Power, reduces workload, avoids the wasting of resources.
To solve the above-mentioned problems and realize above-mentioned requirements, the utility model takes following technical solution.
A kind of underground pipe gallery drainage system based on existing blowdown canal, it is characterised in that：Set on existing blowdown canal
Stormwater overflow weir is put, guiding rainwater enters underground pipe gallery by overflow port, and underground pipe gallery is by cast-in-place underground pipe gallery base
Plinth, cast-in-place ground lower header canal, cast-in-place underground pipe gallery road surface, prefabricated piping lane side wall and prefabricated underground pipe gallery dome are composed, in advance
The first side wall grout hole and second sidewall grout hole, the first side wall grout hole and second sidewall grout hole are set on tubulation corridor side wall
For the grouting connection between prefabricated piping lane side wall and soil, cast-in-place connecting sewing is used to connect prefabricated piping lane side wall and underground synthesis
The cast-in-place partial component of piping lane, prefabricated underground pipe gallery dome by the first prefabricated underground pipe gallery dome, the second prefabricated underground pipe gallery dome,
3rd prefabricated underground pipe gallery dome is assembled, setting dome grout hole on prefabricated underground pipe gallery dome, in underground pipe gallery
If wire casing, pipeline is to be laid with urban operating mechanism pipeline.
The existing blowdown canal top sets one of stormwater overflow weir at a certain distance, such as Fig. 5 discharge process schematic diagrames
Shown, when rainfall is more than old canal design discharge, rainwater enters underground pipe gallery by stormwater overflow weir.
The first side wall grout hole and second sidewall grout hole are set on the prefabricated piping lane side wall, filled after the completion of assembly
Slurry, fixes prefabricated piping lane side wall and plays waterproof.
Overflow port is set on the partial precast piping lane side wall, rainwater is flowed into underground pipe gallery.
The cast-in-place underground pipe gallery basis is located under prefabricated pipe corridor side wall, and the prefabricated components for bearing underground pipe gallery are prefabricated
The dead weight of piping lane side wall and prefabricated underground pipe gallery dome and top soil pressure.
The cast-in-place ground lower header canal is located at side where overflow port.
The cast-in-place underground pipe gallery road surface sets 2% gradient to cast-in-place ground lower header canal direction.
The cast-in-place connecting sewing is used to connect fixed underground piping lane site concrete and prefabricated piping lane side wall.
The prefabricated underground pipe gallery dome is by three prefabricated components：First prefabricated underground pipe gallery dome, the second prefabricated underground
Piping lane dome, the 3rd prefabricated underground pipe gallery dome are assembled, dome grout hole are set on prefabricated underground pipe gallery dome, in assembly
Post-grouting is completed, prefabricated underground pipe gallery dome is fixed and plays waterproof.
It is observed that generally it is above usually concentration of wastewater, city in heavy rain initial stage (before rainfall 20 minutes) pollutant concentration
Face source is the primary pollution source for causing water pollution, has the characteristics that high flow capacity, sudden and heavily contaminated.Such as Fig. 5 discharge processes
Shown in schematic diagram, after the rainwater with larger flow velocity at heavy rain initial stage enters existing blowdown canal 1, its surface is washed away, takes away pollution
Thing；When rainfall reaches old canal design discharge, rainwater cleaner at this time is then guided by stormwater overflow weir, enters ground by overflow port
Lower pipe gallery, realizes the dirty shunting of rain, in order to the processing and utilization of later stage rainwater, and reduces urban waterlogging appearance
Probability.
The cast-in-place underground pipe gallery of underground pipe gallery is basic, cast-in-place ground lower header canal, cast-in-place underground pipe gallery road surface is by existing
Field formwork, pours and forms, have the advantages that good integrity, waterproof.
The prefabricated piping lane side wall of underground pipe gallery is in the milk after being installed in place by the first side wall grout hole and second sidewall
Hole is in the milk, phenomena such as making prefabricated piping lane side wall and Zinc fractions tight bond, improve the globality of structure, prevent Groundwater infiltration
Occur.Prefabricated piping lane side wall is connected by cast-in-place connecting sewing with the cast-in-place partial component of underground pipe gallery.
The prefabricated underground pipe gallery dome of underground pipe gallery is by three prefabricated components：First prefabricated underground pipe gallery dome,
Two prefabricated underground pipe gallery domes, the 3rd prefabricated underground pipe gallery dome are assembled, are in the milk by dome grout hole, make prefabricated underground
Piping lane dome is integrally formed.
The utility model has the following advantages：（1）For partial component by prefabrication, component quality is secure, eliminates
The cumbersome formwork in construction site, maintenance, dismantles process, reduces construction pollution, have the advantages that high-quality, time saving, efficient, environmentally friendly.
（2）Originally make full use of existing blowdown canal, reduce production cost, alleviate environmental pressure, preserve the ecological environment, realize Green Development and
Production.（3）This drainage system realizes the dirty shunting of rain, and city surface source pollution is improved, is had in reconstruction of the old city town greatly
Play space.
Brief description of the drawings
Fig. 1 is a kind of underground pipe gallery drainage system overall schematic based on existing blowdown canal.
Fig. 2 is a kind of underground pipe gallery drainage system construction schematic diagram based on existing blowdown canal.
Fig. 3 is prefabricated piping lane side wall overall schematic.
Fig. 4 is prefabricated underground pipe gallery dome overall schematic.
Fig. 5 is discharge process schematic diagram.
Embodiment
To make the content of the utility model more aobvious and understandable, done further with reference to the drawings and specific embodiments
It is bright.
Foregoing and other technology contents, feature and effect in relation to the utility model, it is following coordinate with reference to schema compared with
It can be clearly appeared from the detailed description of good embodiment.By the explanation of embodiment, the utility model can be reached pre-
Determine technological means that purpose taken and effect obtain more deeply and it is specific understand, but institute's accompanying drawings are only for reference and say
It is bright to be used, not it is used for being any limitation as the utility model.
With reference to Fig. 1, the utility model is a kind of underground pipe gallery drainage system based on existing blowdown canal, for city
City's drainage system is transformed, and is worked together with existing blowdown canal 1.Prefabricated piping lane side wall 3 and prefabricated underground pipe gallery dome 7 are pressed
Design size be prefabricated in the factory production, maintenance, reach some strength after be transported to construction site.In existing 1 appropriate location of blowdown canal
Drilling, installation stormwater overflow weir 2.Ground Treatment, compacting, formwork supporting plate, pours cast-in-place underground pipe gallery basis 4, cast-in-place ground lower header
Canal 5 and cast-in-place underground pipe gallery road surface 6, conserve after having some strength to concrete, install prefabricated piping lane side wall 3.Prefabricated piping lane
Side wall 3 in place after, apply temporary support with fixation, be in the milk, make from the first side wall grout hole 121 and second sidewall grout hole 122
Prefabricated piping lane side wall 3 and Zinc fractions tight bond, improve the globality of structure, and phenomena such as preventing Groundwater infiltration occurs.In advance
Tubulation corridor side wall 3 is connected by cast-in-place connecting sewing 11 with the cast-in-place partial component of underground pipe gallery.First prefabricated underground pipe gallery vault
It is assembled in place to push up the 71, second prefabricated underground pipe gallery dome 72, the 3rd prefabricated underground pipe gallery dome 73, if temporary support, from dome
Side wall grout hole 13 is in the milk, and prefabricated underground pipe gallery dome 7 is formed entirety, and with Zinc fractions tight bond, improve structure
Globality, phenomena such as preventing Groundwater infiltration, occur.
The above is only the preferred embodiment of the utility model, it should be pointed out that：For the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvement and polishing can also be made, these improve and
Polishing also should be regarded as the scope of protection of the utility model.
Claims (6)
- A kind of 1. underground pipe gallery drainage system based on existing blowdown canal, it is characterised in that：In existing blowdown canal（1）On set Put stormwater overflow weir（2）, guide rainwater to pass through overflow port（10）Into underground pipe gallery, underground pipe gallery is by cast-in-place underground Piping lane basis（4）, cast-in-place ground lower header canal（5）, cast-in-place underground pipe gallery road surface（6）, prefabricated piping lane side wall（3）With prefabricated buried pipe Corridor dome（7）It is composed, prefabricated piping lane side wall（3）Upper setting the first side wall grout hole（121）With second sidewall grout hole （122）, the first side wall grout hole（121）With second sidewall grout hole（122）For prefabricated piping lane side wall（3）Between soil Grouting connection, cast-in-place connecting sewing（11）For connecting prefabricated piping lane side wall（3）It is prefabricated with the cast-in-place partial component of underground pipe gallery Underground pipe gallery dome（7）By the first prefabricated underground pipe gallery dome（71）, the second prefabricated underground pipe gallery dome（72), the 3rd prefabricatedly Lower piping lane dome（73）It is assembled, prefabricated underground pipe gallery dome（7）Upper setting dome grout hole（13）, in underground pipe gallery If wire casing（8）, pipeline（9）To be laid with urban operating mechanism pipeline.
- A kind of 2. underground pipe gallery drainage system based on existing blowdown canal according to claim 1, it is characterised in that： The existing blowdown canal（1）Top sets one of stormwater overflow weir at a certain distance（2）, when rainfall is more than old canal design discharge When, rainwater passes through stormwater overflow weir（2）Into underground pipe gallery.
- A kind of 3. underground pipe gallery drainage system based on existing blowdown canal according to claim 1, it is characterised in that： The partial precast piping lane side wall（3）Upper setting overflow port（10）, rainwater is flowed into underground pipe gallery.
- A kind of 4. underground pipe gallery drainage system based on existing blowdown canal according to claim 1, it is characterised in that： The cast-in-place underground pipe gallery basis（4）Positioned at prefabricated piping lane side wall（3）Under, for bearing the prefabricated components prefabricated pipe of underground pipe gallery Corridor side wall（3）With prefabricated underground pipe gallery dome（7）Dead weight and top soil pressure.
- A kind of 5. underground pipe gallery drainage system based on existing blowdown canal according to claim 1, it is characterised in that： The cast-in-place ground lower header canal（5）Positioned at overflow port（10）Place side.
- A kind of 6. underground pipe gallery drainage system based on existing blowdown canal according to claim 1, it is characterised in that： The cast-in-place underground pipe gallery road surface（6）2% is set to cast-in-place ground lower header canal（5）The gradient in direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720606514.0U CN207268009U (en) | 2017-05-27 | 2017-05-27 | A kind of underground pipe gallery drainage system based on existing blowdown canal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720606514.0U CN207268009U (en) | 2017-05-27 | 2017-05-27 | A kind of underground pipe gallery drainage system based on existing blowdown canal |
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| Publication Number | Publication Date |
|---|---|
| CN207268009U true CN207268009U (en) | 2018-04-24 |
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| CN201720606514.0U Expired - Fee Related CN207268009U (en) | 2017-05-27 | 2017-05-27 | A kind of underground pipe gallery drainage system based on existing blowdown canal |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060040A (en) * | 2017-05-27 | 2017-08-18 | 南昌大学 | A kind of underground pipe gallery drainage system based on existing blowdown canal |
| CN108914964A (en) * | 2018-08-10 | 2018-11-30 | 深圳市清华苑建筑与规划设计研究有限公司 | A kind of city branch line underground pipe gallery construction system |
| CN111424569A (en) * | 2020-04-02 | 2020-07-17 | 武汉圣禹排水系统有限公司 | A cut dirty device for box culvert |
| CN116557791A (en) * | 2023-07-07 | 2023-08-08 | 安徽国智数据技术有限公司 | Urban underground pipe gallery risk prevention and control analysis system based on big data |
-
2017
- 2017-05-27 CN CN201720606514.0U patent/CN207268009U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060040A (en) * | 2017-05-27 | 2017-08-18 | 南昌大学 | A kind of underground pipe gallery drainage system based on existing blowdown canal |
| CN108914964A (en) * | 2018-08-10 | 2018-11-30 | 深圳市清华苑建筑与规划设计研究有限公司 | A kind of city branch line underground pipe gallery construction system |
| CN111424569A (en) * | 2020-04-02 | 2020-07-17 | 武汉圣禹排水系统有限公司 | A cut dirty device for box culvert |
| CN116557791A (en) * | 2023-07-07 | 2023-08-08 | 安徽国智数据技术有限公司 | Urban underground pipe gallery risk prevention and control analysis system based on big data |
| CN116557791B (en) * | 2023-07-07 | 2023-10-10 | 安徽国智数据技术有限公司 | Urban underground pipe gallery risk prevention and control analysis system based on big data |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180424 Termination date: 20200527 |