CN206000002U - Deep layer is regulated and stored channel system - Google Patents
Deep layer is regulated and stored channel system Download PDFInfo
- Publication number
- CN206000002U CN206000002U CN201620447212.9U CN201620447212U CN206000002U CN 206000002 U CN206000002 U CN 206000002U CN 201620447212 U CN201620447212 U CN 201620447212U CN 206000002 U CN206000002 U CN 206000002U
- Authority
- CN
- China
- Prior art keywords
- deep layer
- accommodation space
- channel system
- ring wall
- regulated
- 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
Abstract
The utility model provides a kind of deep layer and regulates and stores channel system, and under excavation regions, deep layer channel system of regulating and storing includes：An at least shaft structure and at least a deep layer tunnel.The shaft structure is perpendicular with the excavation regions, and the shaft structure includes：One accommodation space, a ring wall and a back cover body.The accommodation space is the cylindrical shape structure with a diameter and a length, and the ring wall is a round tube shape structure, and the ring wall is located at the outer fringe surface of the accommodation space.The back cover body is connected with the ring wall one end, and closes the accommodation space one end.The deep layer tunnel is a round tube shape structure, and two end of deep layer tunnel is connected with the shaft structure respectively.The deep layer that the utility model is provided is regulated and stored channel system, including vertical shaft and deep layer tunnel, by the way of vertical shaft and deep layer tunnel combine, solve the problems, such as that sewerage system can not discharge a large amount of rainwater within short-term, reduce the ponding situation of a large amount of rainfalls of city short-term.
Description
Technical field
The utility model is related to a kind of subdrainage and regulates and stores water channel, particularly relates to a kind of deep layer that increases and regulates and stores water channel to carry
High displacement and prevent the deep layer of polluted source from regulating and storing channel system.
Background technology
In the environment of human living, it is necessary to which the supply for having fresh water just be enough to maintain basic existence, and meet other mankind
Movable is required.In earth's surface, maximum fresh water sources are the snow-broths after rainfall or snowfall dissolving, aggregated become stream and be river
River, or be hidden into underground and become underground water, finally accumulate and become the available fresh water of human lives.
With the rising of the density of population, the development situation of earth's surface is got over serious.On the higher city ground of inhabitants live's density
Area, because the needs of resident's activity, it is necessary to carry out various activities using substantial amounts of soil, such as business, traffic, social activity, motion
Deng.So artificial pavement (Paving) has all been spread in substantial amounts of soil, such as concrete or bituminous concrete etc., to provide people
Needed for class activity.Below the extremely low artificial pavement of these waterproof or permeabilities, soil is used mostly compacting and rams pressure method, so as to
Bigger loading amount can be carried or make soil more stable, this also forms the situation that surface soil water penetration reduces in a large number.
In order to tackle this phenomenon, modern society is most of all to lay substantial amounts of drainage system in place of residence, will drop to
Rainfall on road or soil is directly discharged into the lateral sulcus of road, concentrates ditch, or in the gutter of vast vacant lot construction (no matter being
The mode of bright ditch, closed conduit or underground piping), then enter in other further downstream pumping equipments or arterial drainage or rivers and creeks.
However, when heavy rain is to attack, most rainfall not only cannot be infiltered in soil and be absorbed simultaneously by soil
Groundwater resources are conserved into, is directly discharged in artificial or natural escape canal on the contrary.Therefore, water resource cannot not only be stored,
Big flood or waterflooding can be also produced, the sewage being mingled with makes living environment and quality more reduce.What this increasingly lacked to water resource shows
Waste and the pollution of valuable water resources for environment, is caused, is a big loss really.
Utility model content
The purpose of this utility model is to provide a kind of deep layer to regulate and store channel system and construction method, increases and builds deep layer draining system
System, solves the intensive high rainfall of load short-term, the too late effect of produced municipal drainage to reach.
The purpose of this utility model is to be to provide a kind of deep layer to regulate and store channel system and construction method, builds deep layer by increasing
Drainage system, the effect of to reach city water storage in response to water shortage regulating pondage.
For reaching above-mentioned purpose, the deep layer of the utility model is regulated and stored channel system, and under excavation regions, the deep layer is adjusted
Which includes to store channel system：An at least shaft structure and at least a deep layer tunnel.The shaft structure and the excavation regions phase
Vertically, the shaft structure has been further included：One accommodation space, a ring wall and a back cover body.The accommodation space be with a diameter
And one length a cylindrical shape structure, between this diameter of 4.5 meters to 40 meters, the length be 20 meters to 100 meters between.Should
Ring wall is a round tube shape structure, and the ring wall is located at the outer fringe surface of the accommodation space.The back cover body and ring wall one end phase
Connection, and close the accommodation space one end.The deep layer tunnel is a round tube shape structure, and two end of deep layer tunnel is perpendicular with this respectively
Well construction is connected, and the deep layer tunnel has an inner edge diameter, between the inner edge is a diameter of 2 meters to 15 meters.
The deep layer that the utility model is provided is regulated and stored channel system and construction method, including vertical shaft and deep layer tunnel, using perpendicular
The mode that well and deep layer tunnel combine, solves the problems, such as that sewerage system can not discharge a large amount of rainwater within short-term, reduces
The ponding situation of a large amount of rainfalls of city short-term.
Description of the drawings
The deep layer that Fig. 1 is provided for the utility model is regulated and stored the preferred embodiment cross-sectional view of channel system.
The perspective view of the shaft structure that Fig. 2 is provided for the utility model.
The deep layer that Fig. 3 is provided for the utility model is regulated and stored the device systems schematic diagram of water channel construction method.
The deep layer that Fig. 4 is provided for the utility model is regulated and stored the flow process block schematic diagram of water channel construction method.
Description of reference numerals：
1：Deep layer is regulated and stored channel system
11：Shaft structure
111：Accommodation space
112：Ring wall
1120：Ring slice
1121：Arc lamellar body
113：Back cover body
12：Deep layer tunnel
121：Second ring wall
2：Excavation regions
D：Diameter
L：Length
DI：Inner edge diameter
91：There is provided a deep layer to regulate and store water channel construction equipment system
92：The sunk type shaft sinking device is located on the excavation regions
93：Desired depth excavation is carried out with the sunk type shaft sinking device
94：The digging body separation is formed a mud liquid
95：The mud liquid is provided to the excavation regions with the diving side Pu
96：Form the ring wall
97：Combine the back cover body
98：The mud liquid is detached to outside the excavation regions
99：Form an at least deep layer tunnel
Specific embodiment
Refer to shown in Fig. 1 and Fig. 2, which is that the utility model deep layer is regulated and stored the preferred embodiment cross-section structure of channel system
Schematic diagram and the perspective view of shaft structure.Deep layer of the present utility model regulates and stores channel system 1 positioned at excavation regions 2
Under, the deep layer regulate and store channel system 1 its include：An at least shaft structure 11 and at least a deep layer tunnel 12.The vertical shaft knot
Structure 11 is excavated via a sunk type shaft sinking device (not shown) and is completed, and certainly for ease of excavating, the shaft structure 11 sets
Meter is substantially perpendicular with the excavation regions 2.The shaft structure 11 is included：One accommodation space 111, a ring wall 112 and an envelope
Bottom body 113.The accommodation space 111 has the structure for a cylindrical shape of a diameter D and length L, and the utility model should
Diameter D is that length L is between 20 meters to 100 meters between 4.5 meters to 40 meters.
The ring wall 112 is a round tube shape structure, and the ring wall 112 is located at the outer fringe surface of the accommodation space 111 so that
It is just the accommodation space 111 in the ring wall 112.The ring wall 112 has the multiple ring slices 1120 being stacked with, each ring
Shape lamellar body 1120 has the multiple arcs lamellar body 1121 for adjoining each other.In the utility model preferred embodiment, the ring wall 112 can be first
Complete outside the shaft structure 11, then insert in the accommodation space 111, also directly can pour in accommodation space 111 certainly
Casting concrete for making is completed.
The back cover body 113 is connected with 112 one end of ring wall, and closes 111 one end of accommodation space.Due to the sinking
Formula shaft sinking device (not shown) is excavated when completing the accommodation space 111, can be formed approximately in 111 bottom of accommodation space
Hemisphere curve form, therefore directly when 111 bottom casting concrete of accommodation space makes the back cover body 113, namely the back cover
Body 113 is made up of concrete material, and the one end for causing the back cover body 113 to close the accommodation space 111 is planar structure shape,
And the other end is approximate hemisphere curved-surface structure shape.
The deep layer tunnel 12 is a round tube shape structure, and in the utility model preferred embodiment, the deep layer tunnel 12 is substantially
Perpendicular with the shaft structure 11, and 12 2 end of deep layer tunnel is connected with the shaft structure 11 respectively, deep layer tunnel tool
There is an inner edge diameter DI, inner edge diameter DI is between 2 meters to 15 meters.Certainly 12 outer rim of deep layer tunnel also has one second ring
Wall 121, strengthens 12 structural strength of deep layer tunnel.
Refer to shown in Fig. 3 and Fig. 4, be that the utility model deep layer is regulated and stored the device systems of water channel construction method and flow process side
Block schematic diagram.The utility model deep layer is regulated and stored water channel construction method, for purposes of illustration only, following steps 91 are corresponded to respectively to step 99
4th workflow graph square 91 to 99.The utility model deep layer water channel construction method of regulating and storing includes the following steps：
Step 91：There is provided a deep layer to regulate and store water channel construction equipment system 3 (as shown in figure 3, and combine Fig. 2), the deep layer is adjusted
Retaining road construction equipment system 3 is included：One excavation regions 2, the diving of a sunk type shaft sinking device 31, side Pu 32,
Native rock ballast bits side Pu 33, separates sand sifter 34, a back cover body 113, a horizontal mole 35, a monitor 36, and supervises
Control system 37 and multiple ring slices 1120.The monitoring system 37, the separation sand sifter 34 and multiple ring slices 1120
Outside the excavation regions 2, and the diving side Pu 32, the native rock ballast bits side Pu 33 and the monitor 36 are located at the excavation regions 2
In.
Step 92：The sunk type shaft sinking device 31 is located on the excavation regions 2.The excavation regions 2 are located substantially at
In boomtown programming region, or the existing region for improving or developing in old city.
Step 93：Desired depth excavation is carried out with the sunk type shaft sinking device 31, makes the excavation regions 2 be formed with one
Digging body, the digging body include some soil, rock and liquid.The desired depth design on demand 20 meters to 100 meters it
Between, make the sunk type shaft sinking device 31 form a diameter of 4.5 meters to 40 in the excavation regions 2 according to depth is different relatively certainly
Space between rice.
Step 94：The digging body is provided to the separation sand sifter 34 with the native rock ballast bits side Pu 33, the bolter sand
The digging body separation is formed a mud liquid by device 34.While the monitor 36 provides a long-range message to the monitoring system 37.
When the sunk type shaft sinking device 31 is excavated, soil, rock are removed by the excavating area with the native rock ballast bits side Pu 33
The separation of digging body graininess rock when starting to occur liquid, then is formed silt mixed liquor with the separation sand sifter 34 by domain 2
The mud liquid of body.The shape that a long-range message monitors the excavation regions 2 to the monitoring system 37 is provided at any time with the monitor 36
State.
Step 95：The mud liquid is provided to the excavation regions 2 with the diving side Pu 32.Due in the excavation regions 2
Water level need to come high than outside level of ground water, to prevent from sinking collapsing, therefore by the mud Liquid return filling to the excavation regions 2.
Step 96：Multiple ring slices 1120 are combined to the excavation regions 2, until forming the ring wall 112.The ring slice
1120 with more the multiple arcs lamellar body 1121 for adjoining each other, after the ring slice 1120 can be combined outside the excavation regions 2, then
Deliver in the excavation regions 2, certainly also can directly in the excavation regions 2 casting concrete complete.
Step 97：The back cover body 113 is combined in 2 bottom of excavation regions so as to form a shaft structure 11.Due to this
Sunk type shaft sinking device 31 is excavated when completing the excavation regions 2, can form approximate hemisphere curved surface in 2 bottom of excavation regions
Shape, therefore directly when 2 bottom casting concrete of excavation regions makes the back cover body 113, will cause the back cover body 113 to close
2 one end of excavation regions is a planar structure shape, and the other end is approximate hemisphere curved-surface structure shape.
Step 98：The mud liquid in the shaft structure 11 is detached to outside the excavation regions 2 with the diving side Pu 34.By
In complete the shaft structure 11 when, will make, full of the mud liquid in the shaft structure 11, now to need to detach the mud liquid
To outside the excavation regions 2, but overall construction intensity is supported by ring wall 112.
Step 99：An at least deep layer tunnel 12 is formed in 11 side of shaft structure with the horizontal mole 35.The horizontal stroke
It is one of a shield driving device and a push pipe mole to mole 35.The utility model preferred embodiment
In, the conducting of deep layer tunnel 12 is connected to another shaft structure 11.
Only embodiment described above bel not applied to limit of the present utility model can range of application, protection of the present utility model
The scope that scope should be included with claim content institute of the present utility model definition techniques spirit and its impartial change is
Main person.The impartial change that is done according to the utility model claim generally and modification, will not lose of the present utility model
Main idea is located, and also without departing from spirit and scope of the present utility model, former capital should be regarded as further status of implementation of the present utility model.
Claims (5)
1. a kind of deep layer is regulated and stored channel system, under excavation regions, it is characterised in that include：
An at least shaft structure, the shaft structure are perpendicular with the excavation regions, and the shaft structure is included：
One accommodation space, is the cylindrical shape structure with a diameter and a length, described a diameter of 4.5 meters to 40 meters it
Between, the length is between 20 meters to 100 meters；
One ring wall, is a round tube shape structure, and the ring wall is located at the outer fringe surface of the accommodation space；
One back cover body, is connected with described ring wall one end, and closes described accommodation space one end；
An at least deep layer tunnel, the deep layer tunnel are a round tube shape structure, and two end of deep layer tunnel is perpendicular with described respectively
Well construction is connected, and the deep layer tunnel has an inner edge diameter, between the inner edge is a diameter of 2 meters to 15 meters.
2. deep layer as claimed in claim 1 is regulated and stored channel system, it is characterised in that：The ring wall is multiple be stacked with
Ring slice, each ring slice have the multiple arcs lamellar body for adjoining each other.
3. deep layer as claimed in claim 1 is regulated and stored channel system, it is characterised in that：The back cover body is concrete material system
Become.
4. deep layer as claimed in claim 1 is regulated and stored channel system, it is characterised in that：The back cover body closes the accommodation space
One end be planar structure shape, and the other end be hemisphere curved-surface structure shape.
5. deep layer as claimed in claim 1 is regulated and stored channel system, it is characterised in that：The deep layer tunnel and the shaft structure
Perpendicular.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620447212.9U CN206000002U (en) | 2016-05-16 | 2016-05-16 | Deep layer is regulated and stored channel system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620447212.9U CN206000002U (en) | 2016-05-16 | 2016-05-16 | Deep layer is regulated and stored channel system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206000002U true CN206000002U (en) | 2017-03-08 |
Family
ID=58205324
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620447212.9U Expired - Fee Related CN206000002U (en) | 2016-05-16 | 2016-05-16 | Deep layer is regulated and stored channel system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206000002U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386403A (en) * | 2016-05-16 | 2017-11-24 | 张明富 | Deep layer is regulated and stored channel system and construction method |
-
2016
- 2016-05-16 CN CN201620447212.9U patent/CN206000002U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386403A (en) * | 2016-05-16 | 2017-11-24 | 张明富 | Deep layer is regulated and stored channel system and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US10577770B2 (en) | Self-starting negative pressure drainage system for draining groundwater in slope and construction method thereof | |
| CN105714759B (en) | The row that liquefaction collapse is taken precautions against in urban dregs blends reinforcement means | |
| CN104499560B (en) | Combined rainwater seepage well and construction method | |
| CN109183946A (en) | A kind of sponge urban biology is detained facility and its construction method | |
| CN106836435A (en) | The hard pavement construction method of underground water nature recharge | |
| CN102383408B (en) | Greening method for high water level impermeable saline and alkaline lands and greening system | |
| CN105696647A (en) | Underground reservoir technology preventing seawater intrusion | |
| CN216475132U (en) | Quick dewatering system of foundation ditch | |
| CN205421487U (en) | Infiltration type urban rainwater discharges facility | |
| CN104711968A (en) | Negative-pressure three-dimensional flow-guiding disturbance impact solidification dredger filling method | |
| Stevanović | Damming underground flow to enhance recharge of karst aquifers in the arid and semi-arid worlds | |
| CN104343177A (en) | Subsurface drainage channel | |
| CN206000002U (en) | Deep layer is regulated and stored channel system | |
| CN204849894U (en) | Municipal administration rainwater retaining system | |
| CN108166516A (en) | Dewatering well utilization system based on sponge city and utilize method | |
| CN107386403A (en) | Deep layer is regulated and stored channel system and construction method | |
| CN209585078U (en) | A kind of forced-ventilated water system for super-sized foundation pit | |
| CN209457111U (en) | A kind of sponge urban biology delay facility containing construction refuse regenerated aggregate | |
| Zubala et al. | Rainwater reservoirs in the urban landscape–case study | |
| CN206873412U (en) | Reclamation by pumping filling anti-filter formula sluicing mouth structure | |
| CN205907691U (en) | What end was looked for by mediation lower floor in upper strata secretly digs foundation ditch stagnant water structure | |
| CN205907697U (en) | City sensitizing range is secretly dug foundation ditch inside and is freezed to make end water structure | |
| CN105804005B (en) | A kind of wall-hanging eco-concrete dyke and its construction method | |
| TW201739991A (en) | Deep rainwater retention system and construction methods | |
| CN109555141A (en) | A kind of forced-ventilated water system and construction method for super-sized foundation pit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170308 Termination date: 20190516 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |