CN208718060U - The pretreated drop energy dissipating drilled shaft of sand setting - Google Patents
The pretreated drop energy dissipating drilled shaft of sand setting Download PDFInfo
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- CN208718060U CN208718060U CN201820492708.7U CN201820492708U CN208718060U CN 208718060 U CN208718060 U CN 208718060U CN 201820492708 U CN201820492708 U CN 201820492708U CN 208718060 U CN208718060 U CN 208718060U
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- energy dissipating
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- drop energy
- drop
- sand setting
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Abstract
The utility model discloses a kind of pretreated drop energy dissipating drilled shafts of sand setting, the pretreated drop energy dissipating drilled shaft of the sand setting includes between Service center, ventilation equipment from top to bottom, between deodorizing device, operation room, regulate and store tunnel with deep layer between drop energy dissipating, include between the drop energy dissipating be sequentially connected between logical water inlet pipe, inlet well, grid, charge for remittance canal and energy dissipating well, be provided with setting pot and grab type grid between the grid.The pretreated drop energy dissipating drilled shaft of the sand setting of the utility model, it is provided with pretreatment in overall structure, drop energy dissipating, ventilation, deodorization, becomes the multiple functions such as power distribution station, control room, Service center, it can be achieved that reducing engineering construction difficulty, intensive utilization soil, convenient for multiple targets such as operational managements.
Description
Technical field
The utility model relates to municipal drainage technical field more particularly to a kind of pretreated drop energy dissipating drilled shafts of sand setting.
Background technique
With the development of industrial economy and the discharge of people's daily life waste water, the river in many cities is by serious dirty
Dye, this phenomenon are ubiquitous in the whole nation.The pollution of river in order to prevent need to collect initial rainwater and dry flow sewage, common hand
Section is separate system storm-water system and confluence of rainwater and sewage system.
It is more than draining system when rainy day rainfall is larger but in separate system storm-water system or confluence of rainwater and sewage system
When ability to bear of uniting, excessive rainfall (combined sewage) is directly discharged into river.Two can be led to the problem of in this way:
Firstly, since initial rainwater pollutant concentration is higher, also mix various pollutants in common combined sewer, when
Rainfall is excessive and when generating overflow, rainwater (combined sewage) partially containing higher concentration pollutant is unprocessed to be discharged into river
Road causes water pollution, thus welding；
Secondly, such as superpower rainfall, when rainfall is more than the ability to bear of receiving water body in short-term, may cause waterlogging or
Flood damage.
Under the background in construction sponge city, deep layer rainwater storage tunnel construction project has been carried out in multiple cities, works as heavy rain
It arrives, and excessive rainfall (combined sewage) well that become a mandarin enters deep layer and regulates and stores system, since these sewage are unprocessed, rainfall
After, pollutant in sewage can also regulate and store in deep layer and deposit in system, due to deep layer regulate and store facility buried depth it is deeper, regulate and store
Dredging is more difficult in tunnel；Simultaneously as the depth in deep layer tunnel is deeper, the stormwater overflow in shallow-layer storm sewer to deep layer tune
Storage system must be entered by way of drop, and the structure in tunnel that can regulate and store to deep layer in operational process and hydraulics produce
Raw larger impact；In addition, the facility that becomes a mandarin also needs a series of problems, such as comprehensively considering electric autocontrol, ventilation, deodorization, operational management.
Therefore, it needs a kind of the become a mandarin design method of complex of novel rainwater to solve the above problems, it is ensured that deep layer rain
Water is regulated and stored system safe and stable operation.
Currently, lacking a kind of pretreated drop energy dissipating drilled shaft of the sand setting for facilitating implementation.
Utility model content
In view of the above drawbacks of the prior art, the technical purpose of the utility model, which is to provide, a kind of facilitates the heavy of implementation
The pretreated drop energy dissipating drilled shaft of sand.
To realize the above-mentioned technical purpose, the utility model provides following technical solution: a kind of pretreated drop of sand setting
Energy dissipating drilled shaft, from top to bottom include between Service center, ventilation equipment, between deodorizing device, operation room, drop energy dissipating between and deep layer tune
Store tunnel, between the drop energy dissipating including being sequentially connected between logical water inlet pipe, inlet well, grid, charge for remittance canal and energy dissipating well, institute
Setting pot and grab type grid are provided between the grid stated, the bottom between grid, the grab bucket is arranged in the setting pot
Formula grid is arranged between grid front end and enters at water, and the energy dissipating well is provided with the first water inlet, the second water inlet, the first energy dissipating
Bank, the second energy dissipating bank and blast pit, first water inlet are connected with the first energy dissipating bank, second water inlet and
Two energy dissipating banks are connected, and the first energy dissipating bank and the second energy dissipating bank are connected to the deep layer tune around blast pit double helix
Store tunnel.
Further, Service center setting is arranged on one layer of ground, the equipment room in underground negative one layer, institute
It is arranged between the deodorizing device stated minus two layers in underground, the operation room is arranged minus three layers in underground, between the drop energy dissipating
It is arranged minus four layers in underground, the deep layer regulates and stores tunnel setting minus five layers in underground.
Further, the inlet well top is connected with ventilation shaft, the ventilation shaft respectively between ventilation equipment,
Between deodorizing device, operation room is connected.
Further, the blast pit through between deodorizing device, operation room, drop energy dissipating between, the blast pit
Bottom and deep layer tunnel of regulating and storing are connected, and are connected between the blast pit top exit and deodorizing device.
Further, it is provided with deodorizing device in the deodorizing device, the deodorizing device is connected with blast pit
It connects.
Further, the described charge for remittance setting is there are two gate is discharged, respectively with the first water inlet of energy dissipating well and the
Two water inlets are connected.
Further, the grab type grid is circle.
The utility model has the beneficial effects that
The utility model structure is simple, vdiverse in function, facilitates implementation and operation, and difficulty of construction is low.The rainwater facility that becomes a mandarin is adopted
With circular configuration, engineering construction difficulty is reduced, intensive utilization soil, it is clear that each regional function in facility inside divides, auxiliary facility
It is complete complete, effectively ensure the safety and health of working environment, improves the convenience of operational management.
Compared with prior art, the utility model have the advantages that (1) in a facility it is comprehensive realize pretreatment,
Drop the multiple functions such as energy dissipating, ventilation, deodorization, change power distribution station, control room, Service center；
(2) pollution load of overflow object effectively can be intercepted and be removed, by grid, setting pot etc., removes rubbish and particle in rainwater
Pollutant reduces and enters deep layer and regulate and store the pollutant of system, reduces dredging workload；
(3) key facility and equipment are respectively positioned on underground, can to the greatest extent noise, foul smell etc. to neighboring area and environment
It influences.
Detailed description of the invention
Fig. 1 is the lower flat figure of the utility model；
Fig. 2 is the 1-1 sectional view of the utility model；
Fig. 3 is the energy dissipating well schematic diagram of the utility model；
In figure, between 1 Service center, 2 ventilation equipment, between 3 deodorizing devices, 4 operation rooms, 5 drop energy dissipatings between, 51 water inlet pipes,
Between 52 inlet wells, 53 grids, 54 setting pots, 55 charge for remittance canals, 56 blast pits, 57 energy dissipating wells, 58 grab type grids, 59 first enter water
Mouth, 510 second water inlets, 511 first energy dissipating banks, 512 second energy dissipating banks, 6 deep layers are regulated and stored tunnel, 7 ventilation shafts.
Specific embodiment
Make furtherly below with reference to technical effect of the attached drawing to the design of the utility model, specific structure and generation
It is bright, to be fully understood from the purpose of this utility model, feature and effect.
Embodiment
As shown in Figure 1 to Figure 3, the pretreated drop energy dissipating drilled shaft of a kind of sand setting of the utility model includes from top to bottom
Between Service center 1, ventilation equipment between 3, operation room 4 between 2, deodorizing device, drop energy dissipating 5 and deep layer regulate and store tunnel 6, described falls
5 include being sequentially connected 53, charge for remittance canal 55 and energy dissipating well 57 between logical water inlet pipe 51, inlet well 52, grid between water energy dissipating, described
53 are provided with setting pot 54 and grab type grid 58 between grid, and between grid 53 bottom is arranged in the setting pot 54, described
Grab type grid 58 be arranged between grid 53 front ends enter at water, the energy dissipating well 57 is provided with the first water inlet 59, second
Water inlet 510, the first energy dissipating bank 511, the second energy dissipating bank 512 and blast pit 56, first water inlet 59 and the first energy dissipating
Bank 511 is connected, and second water inlet 510 is connected with the second energy dissipating bank 512, the first energy dissipating bank 511 and
Two energy dissipating banks 512 are connected to the deep layer around 56 double helix of blast pit and regulate and store tunnel 6.
The setting of Service center 1 is one layer of ground, and the equipment room 2 is arranged in underground negative one layer, and described removes
Smelly equipment room 3 is arranged minus two layers in underground, and the operation room 4 is arranged minus three layers in underground, 5 setting between the drop energy dissipating
Minus four layers in underground, the deep layer regulates and stores the setting of tunnel 6 minus five layers in underground.
52 top of inlet well is connected with ventilation shaft 7, and 2, deodorization is set the ventilation shaft 7 between ventilation equipment respectively
3, operation room 4 is connected between standby.
The blast pit 56 is through 5 between 3, operation room 4 between deodorizing device, drop energy dissipating, 56 bottom of blast pit
Portion and deep layer tunnel 6 of regulating and storing are connected, and 56 top exit of blast pit is connected between deodorizing device 3.
Deodorizing device is provided in 3 between the deodorizing device, the deodorizing device is connected with blast pit 56.
The setting of charge for remittance canal 55 enters water with the first water inlet of energy dissipating well 57 and second respectively there are two gate is discharged
Mouth is connected.
The grab type grid 58 is circle.
The preferred embodiments of the present invention have been described in detail above.It should be appreciated that the ordinary skill people of this field
Member according to the present utility model can conceive without creative work makes many modifications and variations.Therefore, all this technology necks
Technical staff passes through logic analysis, reasoning or limited reality according to the design of the utility model on the basis of existing technology in domain
Available technical solution is tested, it all should be within the scope of protection determined by the claims.
Claims (7)
1. a kind of pretreated drop energy dissipating drilled shaft of sand setting, it is characterised in that: the pretreated drop energy dissipating drilled shaft of the sand setting
Include from top to bottom between (3) between (2), deodorizing device between Service center (1), ventilation equipment, operation room (4), drop energy dissipating (5) and
Deep layer is regulated and stored tunnel (6), and (5) include being sequentially connected logical water inlet pipe (51), inlet well (52), grid between the drop energy dissipating
Between (53), charge for remittance canal (55) and energy dissipating well (57), (53) are provided with setting pot (54) and grab type grid between the grid
(58), the bottom of (53) is arranged between grid in the setting pot (54), and the grab type grid (58) is arranged between grid
(53) front end enters at water, and the energy dissipating well (57) is provided with the first water inlet (59), the second water inlet (510), the first energy dissipating
Bank (511), the second energy dissipating bank (512) and blast pit (56), first water inlet (59) are connected with the first energy dissipating bank (511)
Logical, second water inlet (510) is connected with the second energy dissipating bank (512), and the first energy dissipating bank (511) and second disappears
Energy bank (512) is connected to the deep layer around blast pit (56) double helix and regulates and stores tunnel (6).
2. the pretreated drop energy dissipating drilled shaft of sand setting according to claim 1, it is characterised in that: the Service center
(1) setting is arranged between underground negative one layer, the deodorizing device (3) and is arranged on ground on one layer of ground, the equipment room (2)
Under minus two layers, the operation room (4) be arranged minus three layers in underground, between the drop energy dissipating (5) be arranged minus four layers in underground,
The deep layer regulates and stores tunnel (6) setting minus five layers in underground.
3. the pretreated drop energy dissipating drilled shaft of sand setting according to claim 1, it is characterised in that: the inlet well (52)
Top is connected with ventilation shaft (7), the ventilation shaft (7) (3), operation room between (2), deodorizing device between ventilation equipment respectively
(4) it is connected.
4. the pretreated drop energy dissipating drilled shaft of sand setting according to claim 1, it is characterised in that: the blast pit (56)
Through between (3) between deodorizing device, operation room (4), drop energy dissipating (5), the blast pit (56) bottom and deep layer are regulated and stored tunnel
Road (6) is connected, the blast pit (56) between top exit and deodorizing device (3) be connected.
5. the pretreated drop energy dissipating drilled shaft of sand setting according to claim 1, it is characterised in that: between the deodorizing device
(3) it is provided with deodorizing device in, the deodorizing device is connected with blast pit (56).
6. the pretreated drop energy dissipating drilled shaft of sand setting according to claim 1, it is characterised in that: the charge for remittance canal (55)
Setting is connected with the first water inlet of energy dissipating well (57) and the second water inlet respectively there are two gate is discharged.
7. the pretreated drop energy dissipating drilled shaft of sand setting according to any one of claims 1 to 6, it is characterised in that: described
Grab type grid (58) is circle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820492708.7U CN208718060U (en) | 2018-04-09 | 2018-04-09 | The pretreated drop energy dissipating drilled shaft of sand setting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820492708.7U CN208718060U (en) | 2018-04-09 | 2018-04-09 | The pretreated drop energy dissipating drilled shaft of sand setting |
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| Publication Number | Publication Date |
|---|---|
| CN208718060U true CN208718060U (en) | 2019-04-09 |
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ID=65969650
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820492708.7U Active CN208718060U (en) | 2018-04-09 | 2018-04-09 | The pretreated drop energy dissipating drilled shaft of sand setting |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265813A (en) * | 2018-04-09 | 2018-07-10 | 上海市城市建设设计研究总院（集团）有限公司 | The drop energy dissipating drilled shaft of sand setting pretreatment |
-
2018
- 2018-04-09 CN CN201820492708.7U patent/CN208718060U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265813A (en) * | 2018-04-09 | 2018-07-10 | 上海市城市建设设计研究总院（集团）有限公司 | The drop energy dissipating drilled shaft of sand setting pretreatment |
| CN108265813B (en) * | 2018-04-09 | 2023-09-12 | 上海市城市建设设计研究总院（集团）有限公司 | Drop energy dissipation vertical shaft for sand setting pretreatment |
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