CN210636373U - A cut dirty facility for revetment sewage infiltration - Google Patents
A cut dirty facility for revetment sewage infiltration Download PDFInfo
- Publication number
- CN210636373U CN210636373U CN201921118072.0U CN201921118072U CN210636373U CN 210636373 U CN210636373 U CN 210636373U CN 201921118072 U CN201921118072 U CN 201921118072U CN 210636373 U CN210636373 U CN 210636373U
- Authority
- CN
- China
- Prior art keywords
- seepage
- revetment
- prevention
- cloth
- channel steel
- 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.)
- Active
Links
Images
Landscapes
- Revetment (AREA)
Abstract
The utility model belongs to the technical field of the revetment prevention of seepage. The existing revetment seepage-proofing structure has unsatisfactory seepage-proofing effect. To the problem among the prior art, the utility model discloses a cut dirty facility for revetment sewage infiltration, including prevention of seepage cloth, self-floating pipe, aqueduct and water lift device, the both ends of prevention of seepage cloth are passed through the fastener and are fixed on the revetment surface, enclose into an open-top's airtight prevention of seepage cavity between prevention of seepage cloth and the revetment, the self-floating pipe is the group of self-floating pipe that encloses into geometric border shape end to end, and the group of self-floating pipe is located the prevention of seepage cavity and is connected with prevention of seepage cloth, in the prevention of seepage cavity was arranged in to aqueduct one end, one end linked to each other with the water lift device, the water lift device is used for discharging behind the sewage suction aqueduct in the. The utility model discloses simple structure, the prevention of seepage is effectual.
Description
Technical Field
The utility model relates to a cut dirty facility, concretely relates to cut dirty facility for revetment sewage infiltration belongs to revetment prevention of seepage technical field.
Background
The revetment is built at the junction of a water body and land and is a structure for protecting a river bank (preventing the river bank from collapsing or scouring), but gaps can be formed on stone walls inside an aged revetment, so that sewage in a sewage pipeline in the revetment leaks into a river and lake water body, and the river and lake water body is polluted.
At present, the revetment cracks are usually treated by adopting anti-seepage measures such as arranging an anti-seepage wall, replacing and filling clay, preventing seepage of a concrete slab and the like, but the method has the advantages of long input time, high cost, large engineering quantity and easiness in secondary seepage.
SUMMERY OF THE UTILITY MODEL
To the problem among the prior art, the utility model provides a cut dirty facility for revetment sewage infiltration, should cut dirty facility simple structure, construction convenience, with low costs, prevention of seepage is effectual, can effectively avoid the revetment seepage to give the adverse effect that the river course brought.
In order to realize the technical purpose, the technical proposal of the utility model is that:
the utility model provides a cut dirty facility for revetment sewage infiltration, includes prevention of seepage cloth, self-floating pipe, aqueduct and water lift device, the both ends of prevention of seepage cloth are fixed on the revetment surface through the fastener, enclose into a top open-ended airtight prevention of seepage cavity between prevention of seepage cloth and the revetment, the self-floating nest of tubes that encloses into geometric border shape end to end of self-floating is located the prevention of seepage cavity and is connected with prevention of seepage cloth, water lift device links to each other with the aqueduct, and water lift device is used for discharging behind the sewage suction aqueduct in the prevention of seepage cavity. The utility model has simple structure, convenient construction, low cost and good anti-seepage effect, can effectively prevent revetment seepage sewage from mixing with river water, and avoids the influence on the river water quality; furthermore, the utility model discloses a prevention of seepage cloth, fastener and floating pipe construct out a three-dimensional large capacity prevention of seepage cavity at the revetment surface, can collect the sewage that flows from revetment surface crack or seepage point, treat that ponding opens the water lift device again after certain volume in the prevention of seepage cavity, make ponding by the suction aqueduct and finally get into municipal administration network management, so can once only handle a large amount of sewage, and need not to adopt the water lift device frequently to extract sewage.
Preferably, the sewage interception facility further comprises a support assembly, the support assembly comprises a support rod and a ferrule, the support rod is vertically arranged in the river channel and located on the outer side of the outer surface of the anti-seepage cloth, and the ferrule connected with the anti-seepage cloth is sleeved on the support rod. So set up not only can make supporting component play the supporting role to prevention of seepage cloth surface and can also play limiting displacement, improve the stability of prevention of seepage cavity, prevent that the flow of rivers from producing the influence to it in the river course.
As a further preferred scheme, the self-floating pipe groups are in a rectangular frame shape, the supporting components are provided with 4 groups, and the 4 groups of supporting components are symmetrically distributed on the left side and the right side of the anti-seepage cavity in pairs.
As preferred scheme, the fastener is the channel-section steel subassembly, the channel-section steel subassembly includes screw, channel-section steel, first bed course, second bed course, and first bed course and second bed course are waterproof material, and first bed course is located between channel-section steel and the prevention of seepage cloth, and the second bed course is located between prevention of seepage cloth and the revetment, and the screw passes channel-section steel, first bed course and second bed course and fixes channel-section steel, first bed course and second bed course on the revetment surface. The utility model discloses regard as the fastener with the channel-section steel subassembly to can improve the leakproofness on prevention of seepage cloth both ends and revetment surface through setting up first bed course and second bed course in the channel-section steel subassembly, prevent that sewage from revealing.
As a further preferred scheme, the channel steel assembly is provided with 4 groups, two of the groups are respectively positioned at the left end and the right end of the revetment, and the other two groups are positioned between the leftmost channel steel assembly and the rightmost channel steel assembly of the revetment.
As a further preferred scheme, sand grains which play a role in sealing are filled between the leftmost channel steel assembly and the adjacent channel steel assembly, and between the rightmost channel steel assembly and the adjacent channel steel assembly, and the sand grains are located between the anti-seepage cloth and the revetment. The sealing effect of the two ends of the impermeable cloth and the surface of the revetment can be further improved by the arrangement.
Preferably, the sewage interception facility further comprises an automatic control system, the automatic control system is electrically connected with the water lifting device, and when the volume of the anti-seepage cavity is increased, the automatic control system controls the water lifting device to start and operate.
As a further preferred scheme, the automatic control system comprises a travel switch and a pull rope, the travel switch is arranged on the surface of the revetment and is positioned above the impermeable cloth, a push rod of the travel switch is connected with the surface of the impermeable cloth through the pull rope, and the travel switch is electrically connected with the water lifting device.
Preferably, the sewage interception facility further comprises a pore plate with water permeable holes, the pore plate is arranged above the self-floating plate group, and landscape plants playing a decorative role are planted on the pore plate.
Preferably, the water lifting device is a water pump.
Drawings
Fig. 1 is a top view of the present invention;
FIG. 2 is a left side view of the present invention (with the support assembly removed);
FIG. 3 is an enlarged view of a portion of FIG. 1;
reference numerals:
01. revetment 10, impermeable cloth 20, channel steel assembly 21, screw 22, channel steel 23, first cushion layer 24, second cushion layer 30, sand 40, support assembly 41, support rod 42, ferrule 50, self-floating pipe 60, water guide pipe 80, water lifting device 90, impermeable cavity
Detailed Description
With reference to fig. 1 to 3, a specific embodiment of the present invention is described in detail, but the present invention is not limited to the claims.
As shown in fig. 1 to 3, a sewage interception facility for revetment sewage infiltration comprises an impermeable cloth 10, a channel steel assembly 20, a support assembly 40, a self-floating pipe 50, a water guiding pipe 60 and a water lifting device 80;
the left end and the right end of the impermeable cloth 10 are respectively fixed at the left end and the right end of the surface of the revetment 01 through channel steel assemblies, wherein the impermeable cloth 10 is made of waterproof materials, the top of the impermeable cloth 10 is not lower than the high water level of a river channel, the bottom of the impermeable cloth 10 is embedded into bottom mud of the river channel, and a closed impermeable cavity 90 with an opening at the top end is defined between the impermeable cloth 10 and the revetment 01;
the channel steel assemblies 20 are provided with 4 groups, two groups of channel steel assemblies 20 are respectively positioned at the leftmost end and the rightmost end of the revetment 01, the other two groups of channel steel assemblies are positioned between the channel steel assembly at the leftmost end and the channel steel assembly at the rightmost end of the revetment 01, sand grains 30 playing a role in sealing are filled between the channel steel assembly 20 at the leftmost end and the adjacent channel steel assembly 20 and between the channel steel assembly 20 at the rightmost end and the adjacent channel steel assembly 20 in order to improve the sealing effect of the two ends of the impermeable cloth 10 and the surface of the revetment 01, and the sand grains 30 are positioned between the impermeable cloth 10 and the revetment 01;
the channel steel assembly 20 comprises a screw 21, a channel steel 22, a first cushion layer 23 and a second cushion layer 24, the channel steel 22 is vertically arranged, the top of the channel steel 22 is not lower than the high water level of a river channel, the bottom of the channel steel 22 is embedded in bottom mud, the first cushion layer 23 and the second cushion layer 24 are both vertically arranged, the first cushion layer 23 and the second cushion layer 24 are both made of waterproof materials such as PVC materials, the first cushion layer 23 is located between the channel steel 22 and the anti-seepage cloth 10, the second cushion layer 24 is located between the anti-seepage cloth 10 and the revetment 01, and the screw 21 penetrates through the channel steel 22, the first cushion layer 23 and the second cushion layer 24 and fixes the channel steel 22, the first cushion layer 23 and the second cushion layer 24 on;
the supporting assemblies 40 are provided with 4 groups, the 4 groups of supporting assemblies 40 are distributed on the left side and the right side of the water accumulation cavity 90 in a pairwise symmetrical manner and used for supporting and limiting the impermeable cloth 10, each supporting assembly 40 comprises a supporting rod 41 and a ferrule 42, the supporting rod 41 is vertically arranged in the river channel and is positioned on the outer side of the outer surface of the impermeable cloth 10, and the ferrule 42 is sleeved on the supporting rod 41 and is connected with the impermeable cloth 10;
the self-floating pipes 50 are provided with 4 self-floating pipe groups, the 4 self-floating pipes 50 are connected end to enclose a rectangular frame shape, the rectangular self-floating pipe groups are positioned in the anti-seepage cavity 90, three sides of the rectangle are connected with the upper part of the inner surface of the anti-seepage cloth 10, and the anti-seepage cloth 10 is supported and limited;
the water lifting device 80 is arranged in the anti-seepage cavity 90, the water lifting device 80 is connected with the water guide pipe 60, and the water lifting device 80 is used for pumping sewage in the anti-seepage cavity 90 into the water guide pipe and then discharging the sewage, wherein the water lifting device can be a water pump;
in order to realize the automatic control of the sewage interception facility, the sewage interception facility is also provided with an automatic control system which comprises a travel switch and a pull rope, wherein the travel switch is arranged on the surface of the revetment and is positioned above the impermeable cloth, a push rod of the travel switch is connected with the surface of the impermeable cloth through the pull rope, the travel switch is electrically connected with a water pump, when sewage flows into the large-capacity impermeable cavity 90 and accumulates water to a certain volume, the impermeable cloth bulges under the action of water pressure, so that the volume of the impermeable cavity 90 is increased, the pull rope drives the push rod of the travel switch to act, the travel switch is triggered, the water pump is started, and under the action of the water pump, the sewage in the impermeable cavity 90 is pumped into the water guide pipe;
in order to beautify and decorate the sewage interception facility, a pore plate with water permeable holes can be arranged above the floating plate, and landscape plants (not shown in the figure) are planted on the pore plate.
In the above embodiment, the surface of the impermeable cloth facing the floating pipe is the inner surface, and the other surface is the outer surface.
To sum up, the utility model has the advantages of it is following:
1. the utility model has simple structure, convenient construction, low cost and good anti-seepage effect, can effectively prevent the revetment 01 seepage sewage from mixing with the river water body, and avoids the river water quality from being influenced;
2. the utility model constructs a three-dimensional large-capacity ponding cavity on the surface of the revetment through the anti-seepage cloth, the channel steel component and the floating pipe, can collect the sewage flowing out from the crack or the leakage point on the surface of the revetment, and opens the water lifting device after the ponding in the ponding cavity reaches a certain volume, so that the ponding is pumped into the aqueduct and finally enters the municipal administration network, thus a large amount of sewage can be treated at one time without adopting the water lifting device to frequently extract the sewage;
3. the utility model discloses a set up supporting component, not only can play the supporting role to prevention of seepage cloth surface and can also play limiting displacement to improve the stability of prevention of seepage cavity, prevent that the flow of rivers from producing the influence to it in the river course.
4. The utility model discloses a set up first bed course 23 and second bed course 24 and can improve the leakproofness on prevention of seepage cloth 10 both ends and revetment 01 surface in the channel-section steel subassembly, prevent that sewage from revealing, irritate the sand through setting up a plurality of channel-section steel 22 subassemblies 20 and between prevention of seepage cloth 10 between double-phase adjacent channel-section steel 22 subassemblies 20 and revetment 01, can further improve sealed effect.
It should be understood that the above detailed description of the present invention is only for illustrative purposes and is not limited to the technical solutions described in the embodiments of the present invention. It will be understood by those skilled in the art that the present invention may be modified and equivalents may be substituted to achieve the same technical effects; as long as the use requirement is satisfied, the utility model is within the protection scope.
Claims (10)
1. The utility model provides a cut dirty facility for revetment sewage infiltration which characterized in that, includes prevention of seepage cloth, self-floating pipe, aqueduct and water lift device, the both ends of prevention of seepage cloth are passed through the fastener and are fixed on the revetment surface, enclose into a top open-ended airtight prevention of seepage cavity between prevention of seepage cloth and the revetment, the self-floating nest of tubes that encloses into geometric border shape end to end, the self-floating nest of tubes is located the prevention of seepage cavity and is connected with prevention of seepage cloth, water lift device links to each other with the aqueduct, and water lift device is used for discharging behind the sewage suction aqueduct in the prevention of seepage cavity.
2. The sewage interception facility of claim 1, further comprising a support assembly, wherein the support assembly comprises a support rod and a ferrule, the support rod is vertically arranged in the river channel and is positioned outside the outer surface of the impermeable cloth, and the ferrule connected with the impermeable cloth is sleeved on the support rod.
3. The sewage interception facility according to claim 2, wherein said self-floating pipe group is in the shape of a rectangular frame, and said support assemblies are provided with 4 groups, and the 4 groups of support assemblies are distributed on the left and right sides of the impervious cavity in a pairwise symmetry manner.
4. The sewage interception facility of claim 1, wherein the fastener is a channel steel component, the channel steel component comprises a screw, a channel steel, a first cushion layer and a second cushion layer, the first cushion layer and the second cushion layer are both made of waterproof materials, the first cushion layer is located between the channel steel and the anti-seepage cloth, the second cushion layer is located between the anti-seepage cloth and the revetment, and the screw penetrates through the channel steel, the first cushion layer and the second cushion layer and fixes the channel steel, the first cushion layer and the second cushion layer on the surface of the revetment.
5. The sewage interception facility of claim 4 wherein said channel assemblies are provided with 4 sets, two of which are located at the left and right ends of the revetment, respectively, and the other two sets are located between the leftmost end channel assembly and the rightmost end channel assembly of the revetment.
6. The sewage interception facility of claim 5 wherein, sand for sealing is filled between the leftmost channel steel component and the adjacent channel steel component and between the rightmost channel steel component and the adjacent channel steel component, and the sand is positioned between the anti-seepage cloth and the revetment.
7. The sewage interception facility of any one of claims 1 to 6, further comprising an automatic control system, wherein the automatic control system is electrically connected with the water lifting device, and when the volume of the impermeable cavity is increased, the automatic control system controls the water lifting device to start operation.
8. The sewage interception facility of claim 7, wherein the automatic control system comprises a travel switch and a pull rope, the travel switch is arranged on the surface of the revetment and is positioned above the impermeable cloth, a push rod of the travel switch is connected with the surface of the impermeable cloth through the pull rope, and the travel switch is electrically connected with the water lifting device.
9. The sewage interception facility of any one of claims 1 to 6, further comprising a perforated plate with water permeable holes, wherein the perforated plate is arranged above the self-floating plate group, and landscape plants for decoration are planted on the perforated plate.
10. The sewage interception facility of any of claims 1 to 6 wherein said water lifting device is a water pump.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921118072.0U CN210636373U (en) | 2019-07-16 | 2019-07-16 | A cut dirty facility for revetment sewage infiltration |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921118072.0U CN210636373U (en) | 2019-07-16 | 2019-07-16 | A cut dirty facility for revetment sewage infiltration |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210636373U true CN210636373U (en) | 2020-05-29 |
Family
ID=70796450
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921118072.0U Active CN210636373U (en) | 2019-07-16 | 2019-07-16 | A cut dirty facility for revetment sewage infiltration |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210636373U (en) |
-
2019
- 2019-07-16 CN CN201921118072.0U patent/CN210636373U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206016824U (en) | A kind of stopping means for preventing shield sky from pushing away Segment displacement | |
| KR100564809B1 (en) | An equipment and a method for partially drying a zone of ground containing a liquid | |
| CN209066467U (en) | Vacuum negative pressure type foundation pit Yield rainfall relation facility | |
| CN111119162B (en) | Drainage type foundation treatment pile | |
| CN112459011A (en) | Water conservancy bank slope anti-seepage device and placement and seepage process thereof | |
| CN114108597A (en) | Vacuum drainage grouting method | |
| CN110607727B (en) | Garden road structure capable of draining water quickly and construction method | |
| CN202502646U (en) | Seepage failure phenomenon experimental device | |
| CN202787227U (en) | Three-dimensional composite plastic water discharging body | |
| CN210636373U (en) | A cut dirty facility for revetment sewage infiltration | |
| CN208776335U (en) | Submersible type waterworks | |
| CN208563254U (en) | A kind of antiseep of artificial lake structure | |
| CN206986649U (en) | A kind of garden landscape permeable pavement structure | |
| CN210636378U (en) | Automatic sewage interception facility for revetment sewage permeation | |
| CN109235385A (en) | A kind of apron | |
| CN101144273A (en) | Geotechnics plastic draining plate with top box used for vacuum prepressing | |
| CN211394256U (en) | Shield muck drainage treatment system | |
| CN109775925B (en) | Assembled biological detention device | |
| CN203213129U (en) | Controllable non-return drainer | |
| CN216452100U (en) | Quick drainage structure of planting flower bed | |
| CN115262554B (en) | Structure for dam emergency rescue and use method | |
| CN214169032U (en) | Vacuum pre-pressing drainage plate for drainage | |
| CN214881044U (en) | Quick dewatering device for environment-friendly dredging sludge of lakes and rivers | |
| CN212688855U (en) | A bank protection for hydraulic engineering | |
| CN116201217B (en) | Green sponge biological retention structure and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |