CN207878610U - A kind of mating drainage arrangement based on geotextile tube bag sludge dewatering technology - Google Patents
A kind of mating drainage arrangement based on geotextile tube bag sludge dewatering technology Download PDFInfo
- Publication number
- CN207878610U CN207878610U CN201820210197.5U CN201820210197U CN207878610U CN 207878610 U CN207878610 U CN 207878610U CN 201820210197 U CN201820210197 U CN 201820210197U CN 207878610 U CN207878610 U CN 207878610U
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- CN
- China
- Prior art keywords
- drainpipe
- geotextile tube
- tube bag
- catch basin
- arrangement
- 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
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Abstract
The utility model discloses a kind of mating drainage arrangements based on geotextile tube bag sludge dewatering technology.The utility model includes the catch basin for surrounding the setting of geotextile tube bag, and catch basin tilts certain gradient along drainage direction and places；At the trough floor both ends of catchmenting of relatively low absolute altitude side, each reserved there are one osculums, two osculums are connect with a downpipe perpendicular to bottom plate and buried arrangement respectively by flange, two downpipes are connect with the drainpipe of a buried arrangement by energy dissipating elbow respectively again, it is connected to the both ends of third root drainpipe after two drainpipe parallel arrangements by energy dissipating elbow again, the middle part trepanning of third root drainpipe is simultaneously connect with buried arrangement and discharge outlet normal thereto, and treatment tank is accessed in discharge outlet end.The utility model material easily takes, is easy to operate, recoverable, can effectively collect and quickly discharge high water content sludge dehydrated pharmaceutical in geotextile tube bag acts on the sewage oozed out from pipe bag surface, prevent secondary pollution soil and groundwater.
Description
Technical field
The utility model belongs to the technical fields such as municipal works and geotechnical engineering, and in particular to one kind is dirty based on geotextile tube bag
The mating drainage arrangement of mud dehydration technique.The device can quickly be discharged high water content sludge dehydrated pharmaceutical in geotextile tube bag and act on
The sewage oozed out from its surface, to prevent secondary pollution soil and underground water.
Background technology
In the Sediments scale removal process such as river and lake, has the high polluted bed mud of a large amount of moisture content and generate.The country takes the lead in adopting
With geotextile tube bag sludge dewatering technical finesse bed mud, pretreated bed mud and Assistant are injected into geotextile tube bag through pipeline
In, cure volume reduction using gravity and pressure fast dewatering, water is oozed out from pipe bag surface.General water discharge method is to use cement material
Material builds drainage ditch, but irrigation canals and ditches depend on soil, are affected by soil property environment and weather condition, and structure lacks steady
Qualitative, aesthetics, can not recycling, also have certain influence to later stage site recovery.
Invention content
The purpose of this utility model is that in view of the above defects of the prior art, provide it is a kind of it is simple in structure, make
With the mating drainage arrangement based on geotextile tube bag sludge dewatering technology of convenient energy recycling.
The purpose of this utility model is realized by the following technical solutions：It should be based on geotextile tube bag sludge dewatering skill
The mating drainage arrangement of art, it includes the catch basin for the closure for surrounding the setting of geotextile tube bag, and catch basin tilts one along drainage direction
The fixed gradient is placed；Trough floor both ends of catchmenting in relatively low absolute altitude side are each reserved there are one osculum, and two osculums pass through
Flange is connect with a downpipe perpendicular to bottom plate and buried arrangement respectively, two downpipes again by energy dissipating elbow respectively with
The drainpipe connection of a piece buried arrangement, two drainpipes are connected to third root drainpipe by energy dissipating elbow again after being arranged in parallel
Both ends, the middle part trepanning of third root drainpipe simultaneously connect with buried arrangement and discharge outlet normal thereto, and discharge outlet end connects
Enter treatment tank.
Specifically, it is U-shaped closure square groove that the catch basin, which is section, using stainless steel plate by both side plate and bottom plate
It is welded；The gradient that 0.03-0.05 is tilted along drainage direction is placed.
Specifically, the downpipe is managed for UPVC.
Specifically, the drainpipe is managed for UPVC, the drainpipe of two parallel arrangements is tilted along drainage direction by catch basin
The buried arrangement of the gradient, the energy dissipating angle of bend that drainpipe is connect with downpipe are more than 90 °.
Specifically, the discharge outlet is managed for UPVC, the buried arrangement of catch basin gradient is pressed along drainage direction.
Utility model device coordinates geotextile tube bag sludge dewatering curing technology to use, and main includes catchment part and draining
Part, wherein the part i.e. catch basin that catchments can be placed directly in the groove of circular geotextile tube bag, material easily takes, is easy to operate,
Recoverable, can effectively collect and quickly discharge high water content sludge dehydrated pharmaceutical in geotextile tube bag is acted on from pipe bag surface
The sewage of exudation prevents secondary pollution soil and groundwater.Utility model device is whole to be arranged energy along drainage direction in the gradient
Sewage its own gravity is enough made full use of, drainage rates are improved；Catch basin can be achieved utmostly to collect around the setting of geotextile tube bag
Sewage prevents spill and leakage；The setting of energy dissipating elbow can alleviate pressure of the drainpipe by oozed Sewage shock, prevent backing up of sewage, tool
There is extensive engineering utilization to be worth.
Description of the drawings
Fig. 1 is the dimensional structure diagram of the utility model.
Fig. 2 is the enlarged drawing of catch basin junction in Fig. 1.
Specific implementation mode
The utility model is described in further detail with reference to the accompanying drawings and examples.
Referring to Fig. 1, the mating drainage arrangement of the present embodiment includes the collection around geotextile tube bag 1 (being not drawn into figure) setting
Sink 2, catch basin 2 are that section is U-shaped closure square groove, are welded, are tied by both side plate and bottom plate using stainless steel plate
Fig. 2 is closed, both side plate is oppositely arranged, and bottom plate two sides are welded with both side plate respectively, as can be seen from Figure 2, the knot of U-shaped catch basin 2
Structure bent angle presses 90 ° of negative and positive welded corner joints, and 10 be bottom plate weld seam；Catch basin 2 is positioned in the groove of geotextile tube bag surrounding, groove
The gradient setting of 0.03-0.05 is formed along drainage direction in the construction process.2 bottom plate both ends of catch basin in relatively low absolute altitude side
It is each it is reserved there are one osculums 3, two osculums 3 are by flange respectively with one perpendicular to bottom plate and the downpipe of buried arrangement
4 connections, downpipe 4 are managed for UPVC.Two downpipes 4 are connected with the drainpipe of a buried arrangement 6 by energy dissipating elbow 5 respectively again
It connects, drainpipe 6 is managed for UPVC, and two parallel arrangements of drainpipe 6 simultaneously press the buried arrangement of trench slope, energy dissipating elbow along drainage direction
5 angle is more than 90 ° (specific angle is fixed according to trench slope).Two drainpipes 6 are connected to third root by energy dissipating elbow 7 again
The both ends of drainpipe 8, third root drainpipe 8 be UPVC pipe, the middle part trepanning of third root drainpipe 8 and with it is buried arrangement and therewith
Vertical discharge outlet 9 connects, and discharge outlet 9 is managed for UPVC, presses the buried arrangement of trench slope along drainage direction, 9 end of discharge outlet connects
Enter treatment tank.
Above-mentioned implementation is only used for explaining the inventive concept of the utility model, all non-to the utility model progress using this design
Substance change, should be attributed to scope of protection of the utility model.
Claims (5)
1. a kind of mating drainage arrangement based on geotextile tube bag sludge dewatering technology, it is characterised in that：It includes around geotextile tube
The catch basin of the closure of bag setting, catch basin tilt certain gradient along drainage direction and place；In catchmenting for relatively low absolute altitude side
Trough floor both ends it is each it is reserved there are one osculums, two osculums are by flange respectively with one perpendicular to bottom plate and buried arrangement
Downpipe connection, two downpipes connects with the drainpipe of a buried arrangement by energy dissipating elbow respectively again, and two drain
Be connected to the both ends of third root drainpipe after pipe parallel arrangement by energy dissipating elbow again, the middle part trepanning of third root drainpipe and with
Buried arrangement and discharge outlet connection normal thereto, treatment tank is accessed in discharge outlet end.
2. the mating drainage arrangement according to claim 1 based on geotextile tube bag sludge dewatering technology, it is characterised in that：It is described
Catch basin is that section is U-shaped closure square groove, is welded by both side plate and bottom plate using stainless steel plate；Along drainage direction
The gradient for tilting 0.03-0.05 is placed.
3. the mating drainage arrangement according to claim 1 based on geotextile tube bag sludge dewatering technology, it is characterised in that：It is described
Downpipe is managed for UPVC.
4. the mating drainage arrangement according to claim 1 based on geotextile tube bag sludge dewatering technology, it is characterised in that：It is described
Drainpipe is managed for UPVC, and the drainpipe of two parallel arrangements presses the buried arrangement of catch basin gradient, drainpipe along drainage direction
The energy dissipating angle of bend being connect with downpipe is more than 90 °.
5. the mating drainage arrangement according to claim 1 based on geotextile tube bag sludge dewatering technology, it is characterised in that：It is described
Discharge outlet is managed for UPVC, and the buried arrangement of catch basin gradient is pressed along drainage direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820210197.5U CN207878610U (en) | 2018-02-07 | 2018-02-07 | A kind of mating drainage arrangement based on geotextile tube bag sludge dewatering technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820210197.5U CN207878610U (en) | 2018-02-07 | 2018-02-07 | A kind of mating drainage arrangement based on geotextile tube bag sludge dewatering technology |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207878610U true CN207878610U (en) | 2018-09-18 |
Family
ID=63511061
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820210197.5U Expired - Fee Related CN207878610U (en) | 2018-02-07 | 2018-02-07 | A kind of mating drainage arrangement based on geotextile tube bag sludge dewatering technology |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207878610U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777773A (en) * | 2019-10-29 | 2020-02-11 | 南昌工学院 | Vacuum preloading dehydration system for superfine tailing filling pipe bag and implementation method |
| CN112592009A (en) * | 2020-11-18 | 2021-04-02 | 河海大学 | Multi-layer flat tube bag rapid dehydration system and dehydration method for slurry treatment |
-
2018
- 2018-02-07 CN CN201820210197.5U patent/CN207878610U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777773A (en) * | 2019-10-29 | 2020-02-11 | 南昌工学院 | Vacuum preloading dehydration system for superfine tailing filling pipe bag and implementation method |
| CN110777773B (en) * | 2019-10-29 | 2021-07-13 | 南昌工学院 | Vacuum preloading dehydration system for superfine tailing filling pipe bag and implementation method |
| CN112592009A (en) * | 2020-11-18 | 2021-04-02 | 河海大学 | Multi-layer flat tube bag rapid dehydration system and dehydration method for slurry treatment |
| CN112592009B (en) * | 2020-11-18 | 2022-04-08 | 河海大学 | Multi-layer flat tube bag rapid dehydration system and dehydration method for slurry treatment |
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Legal Events
| 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: 20180918 Termination date: 20210207 |