CN217557115U - Efficient and environment-friendly siphon drainage collection system without slope finding - Google Patents
Efficient and environment-friendly siphon drainage collection system without slope finding Download PDFInfo
- Publication number
- CN217557115U CN217557115U CN202220963056.7U CN202220963056U CN217557115U CN 217557115 U CN217557115 U CN 217557115U CN 202220963056 U CN202220963056 U CN 202220963056U CN 217557115 U CN217557115 U CN 217557115U
- Authority
- CN
- China
- Prior art keywords
- drainage
- drain pipe
- cross
- pipe
- siphon
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 44
- 239000010410 layer Substances 0.000 claims abstract description 42
- 239000002689 soil Substances 0.000 claims abstract description 28
- 239000004744 fabric Substances 0.000 claims abstract description 19
- 239000011229 interlayer Substances 0.000 claims abstract description 13
- 239000012528 membrane Substances 0.000 claims abstract description 13
- 239000011241 protective layer Substances 0.000 claims abstract description 13
- 238000004078 waterproofing Methods 0.000 claims abstract description 13
- 239000011083 cement mortar Substances 0.000 claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 11
- 230000007613 environmental effect Effects 0.000 claims abstract description 8
- 206010066054 Dysmorphism Diseases 0.000 claims abstract description 6
- 239000004746 geotextile Substances 0.000 claims description 14
- 239000004568 cement Substances 0.000 claims description 7
- 238000009423 ventilation Methods 0.000 claims description 6
- 239000004567 concrete Substances 0.000 claims description 4
- 229920001903 high density polyethylene Polymers 0.000 claims description 4
- 239000004700 high-density polyethylene Substances 0.000 claims description 4
- 239000012466 permeate Substances 0.000 abstract description 5
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 4
- 230000008595 infiltration Effects 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000002457 bidirectional effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Images
Landscapes
- Cultivation Of Plants (AREA)
Abstract
The utility model discloses a high-efficient environmental protection need not to look for siphon drainage collecting system of slope, including planting the soil layer, the internally mounted of planting the soil layer has the cross drain pipe, a plurality of siphon water drainage tank of quantity is seted up to the side of cross drain pipe, cross drain pipe avris is connected with geotechnological cloth one, the top of geotechnological cloth one is glued and is equipped with drainage dysmorphism piece, the bottom of geotechnological cloth one is laid and is mixed the earth protective layer and alternate and have two-way reinforcing bar, the bottom of mixing the earth protective layer is equipped with the interlayer, waterproofing membrane is installed to the bottom of interlayer, cement mortar layer has been laid to waterproofing membrane's bottom. Has the beneficial effects that: the cross drain pipe and the siphon water drainage tank below planting the soil layer are used for draining water, the cross drain pipe is directly below planting the soil layer, when rainwater permeates, the slope is not needed, and rainwater can be directly drained and collected through the siphon water drainage tank on the cross drain pipe.
Description
Technical Field
The utility model relates to a heating dissolves the field, particularly, relates to a high-efficient environmental protection need not to look for siphon drainage collection system on slope.
Background
The siphon drainage system is a negative pressure method or a pressure drainage system, is widely applied to large-scale roof buildings, such as gymnasiums, factory buildings and other roofs with large span and complex structures, and is an effective way for solving roof drainage.
A siphon drainage system is arranged between a common underground garage and a soil layer, and conventional siphon drainage needs to find a slope to form an unorganized drainage system, so that the drainage effect is poor, and rainwater cannot be reused.
An effective solution to the problems in the related art has not been proposed yet.
SUMMERY OF THE UTILITY MODEL
To the problem among the correlation technique, the utility model provides a high-efficient environmental protection need not to look for the siphon drainage collecting system on slope to overcome the above-mentioned technical problem that current correlation technique exists.
The technical scheme of the utility model is realized like this:
the utility model provides a high-efficient environmental protection need not to look for siphon drainage collecting system of slope, includes the planting soil layer, the internally mounted of planting soil layer has the cross drain pipe, a plurality of siphon water drainage tank of quantity is seted up to the side of cross drain pipe, cross drain pipe avris is connected with geotechnological cloth one, the special-shaped piece of drainage is glued on the top of geotechnological cloth one, the bottom of geotechnological cloth one has been laid and has been mixed the earth protective layer and alternate and have two-way reinforcing bar, the bottom of mixing the earth protective layer is equipped with the interlayer, waterproofing membrane is installed to the bottom of interlayer, cement mortar layer has been laid to waterproofing membrane's bottom, the bottom of cement mortar layer is equipped with cement reinforcing bar and mixes earth roofing, the cross drain pipe geotechnological cloth one and drainage special-shaped piece are root-resistant's high density polyethylene waterproofing membrane.
Furthermore, the cross-shaped drain pipe is connected with an observation well through a pipeline, and a mud-mixed soil column is poured at the bottom end of the observation well in a sealing mode.
Furthermore, one side of the observation well, which is far away from the cross-shaped drain pipe, is connected with a water storage bin, and the outer side of the water storage bin is provided with an impermeable layer.
Furthermore, the top end of the water storage bin is connected with a first ventilating observation tube.
Furthermore, one side of the first ventilating observation pipe, which is far away from the water storage bin, is connected with an overflow pipe.
Furthermore, the tail end of the cross-shaped drain pipe is connected with a second geotextile, and one side of the cross-shaped drain pipe, which is located on the second geotextile, is provided with a second breathable observation pipe.
The utility model provides a high-efficient environmental protection need not to look for siphon drainage collecting system on slope, beneficial effect as follows:
(1) The cross drain pipe and the siphon water drainage tank below the planting soil layer are used for draining water, the cross drain pipe is directly below the planting soil layer, when rainwater permeates, the slope is not needed, and rainwater can be drained and collected directly through the siphon water drainage tank on the cross drain pipe.
(2) The specific situation that rainwater was collected is convenient for observe through the observation well to and whether the condition of rivers is convenient for observe rivers and block up, through muddy mud earth pillar, prevent the infiltration of water in the observation well downwards, store the rainwater of collecting through the water storage storehouse, subsequent use of being convenient for.
(3) The water storage condition in the water storage bin is observed through the first breathable observation tube, redundant water in the water storage bin is discharged through the overflow pipe, the two pairs of cross drain pipes of the geotextile are penetrated in an anti-seepage mode through the tail ends of the two pairs of cross drain pipes, and the two pairs of cross drain pipes are observed through the breathable observation tube.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural diagram of a high-efficiency environment-friendly slope-finding-free siphon drainage collection system according to an embodiment of the present invention;
fig. 2 is a schematic view of an internal structure of a planting soil layer in a high-efficiency environment-friendly slope-finding-free siphon drainage collection system according to an embodiment of the utility model;
fig. 3 is a bottom view of a high-efficiency environmental protection need not to look for siphon drainage collection system of slope according to the embodiment of the utility model.
In the figure:
1. planting a soil layer; 2. a cross-shaped drain pipe; 3. a siphon drainage tank; 4. i, geotextile I; 5. draining special-shaped sheets; 6. a concrete protective layer; 7. bidirectional reinforcing steel bars; 8. an interlayer; 9. waterproof coiled materials; 10. a cement mortar layer; 11. cement reinforced concrete roof; 12. an observation well; 13. a mud-mixed soil column; 14. a water storage bin; 15. an impermeable layer; 16. an overflow pipe; 17. a first ventilating observation pipe; 18. a second geotextile; 19. and a second air-permeable observation tube.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art all belong to the protection scope of the present invention.
The invention will be further described with reference to the accompanying drawings and specific embodiments:
the first embodiment is as follows:
please refer to fig. 1-3, according to the embodiment of the present invention, a siphon drainage collection system without slope finding for high efficiency environmental protection is provided, including planting soil layer 1, the internally mounted of planting soil layer 1 has cross drain pipe 2, a plurality of siphon drainage channel 3 have been seted up to the side of cross drain pipe 2, cross drain pipe 2 avris is connected with geotechnological cloth 4, geotechnological cloth 4's top is glued and is equipped with drainage dysmorphism piece 5, geotechnological cloth 4's bottom has been laid and has been mixed earth protective layer 6 and has been alternate two-way reinforcing bar 7, the bottom of mixing earth protective layer 6 is equipped with interlayer 8, waterproofing membrane 9 is installed to interlayer 8's bottom, cement mortar layer 10 has been laid to waterproofing membrane 9's bottom, cement mortar layer 10's bottom is equipped with cement reinforcing bar and has mixed earth roofing 11, cross drain pipe 2, geotechnological cloth 4 and drainage dysmorphism piece 5 are root-piercing-resistant high density polyethylene waterproofing membrane.
Through the above scheme of the utility model, the cross-shaped drain pipe 2 is installed in the planting soil layer 1, the side edge of the cross-shaped drain pipe 2 is provided with a plurality of siphon drainage grooves 3, the side edge of the cross-shaped drain pipe 2 is connected with the geotextile I4, the top end of the geotextile I4 is adhered with the drainage special-shaped sheet 5, the bottom end of the geotextile I4 is laid with the concrete protective layer 6 and is inserted with the bidirectional reinforcing steel bars 7, the bottom end of the concrete protective layer 6 is provided with the interlayer 8, the bottom end of the interlayer 8 is provided with the waterproof coiled material 9, the bottom end of the waterproof coiled material 9 is laid with the cement mortar layer 10, the bottom end of the cement mortar layer 10 is provided with the cement reinforced concrete roof 11, and the cross-shaped drain pipe 2, the geotextile I4 and the drainage special-shaped sheet 5 are both root-puncture-resistant high-density polyethylene waterproof coiled materials, when the rainwater is permeated downwards through planting soil layer 1, the rainwater can flow in siphon water drainage tank 3 through drainage special-shaped sheet 5 on geotechnological cloth 4, collect the rainwater through cross drain pipe 2, consolidate through the muddy earth protective layer 6 of geotechnological cloth 4 bottom, further add the reinforcement through two-way reinforcing bar 7, waterproofing membrane 9 through interlayer 8 below carries out the first layer infiltration of preventing water, carry out the second floor through cement mortar layer 10 and consolidate, mix the muddy soil layer through the cement reinforcing bar and carry out the construction of underground garage, this system simple structure, through planting cross drain pipe 2 and siphon water drainage tank 3 of soil layer 1 below and draining off water, because of cross drain pipe 2 is the direct below of planting soil layer 1, when the rainwater permeates, need not the slope, the rainwater will directly carry out drainage and collection through siphon water drainage tank 3 on the cross drain pipe 2.
Example two:
as shown in fig. 1-2, cross drain pipe 2 has observation well 12 through the pipe connection, muddy mud earth pillar 13 has been pour in the bottom seal of observation well 12, observation well 12 is kept away from one side water piping connection of cross drain pipe 2 has water storage bin 14, the water storage bin 14 outside is equipped with barrier layer 15, is convenient for observe the particular case that the rainwater was collected through observation well 12 to and whether the condition of rivers is convenient for observe rivers and block up, through muddy mud earth pillar 13, prevents that the water in observation well 12 from permeating downwards, stores the rainwater of collecting through water storage bin 14, is convenient for subsequent use.
Example three:
as shown in fig. 1-2, a first ventilation observation tube 17 is connected to the top end of the water storage bin 14, an overflow tube 16 is connected to one side, away from the water storage bin 14, of the first ventilation observation tube 17, a second geotextile 18 is connected to the end of the cross drainage tube 2, a second ventilation observation tube 19 is installed on one side, located on the second geotextile 18, of the cross drainage tube 2, the water storage condition in the water storage bin 14 is observed through the first ventilation observation tube 17, excess water in the water storage bin 14 is discharged through the overflow tube 16, the end of the cross drainage tube 2 is prevented from permeating through the second geotextile 18, and the cross drainage tube 2 is observed through the second ventilation observation tube 19.
In the time of practical application, when the rainwater permeates downwards through planting soil layer 1, the rainwater can flow in siphon water drainage tank 3 through drainage dysmorphism piece 5 on geotechnological cloth 4, carry out the rainwater through cross drain pipe 2 and collect, consolidate through the muddy earth protective layer 6 of geotechnological cloth 4 bottom, further add the reinforcement through two-way reinforcing bar 7, waterproofing membrane 9 who leads to interlayer 8 below carries out the first floor infiltration of preventing water, carry out the second floor through cement mortar layer 10 and consolidate, carry out underground garage's construction through cement reinforcing bar muddy soil layer, this system simple structure, through planting cross drain pipe 2 and siphon water drainage tank 3 of soil layer 1 below and carrying out the drainage, because of cross drain pipe 2 is the direct below of planting soil layer 1, when the rainwater permeates, need not the slope, the rainwater will directly carry out drainage and collection through siphon water drainage tank 3 on the cross drain pipe 2.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The utility model provides a high-efficient environmental protection need not to look for siphon drainage collection system of slope, a serial communication port, including planting soil layer (1), the internally mounted of planting soil layer (1) has cross drain pipe (2), a plurality of siphon water drainage tank (3) of quantity has been seted up to the side of cross drain pipe (2), cross drain pipe (2) avris is connected with geotechnological cloth (4), the top of geotechnological cloth (4) is glued and is equipped with drainage dysmorphism piece (5), concrete protective layer (6) have been laid and have been alternate two-way reinforcing bar (7) in the bottom of geotechnological cloth (4), the bottom of mixing earth protective layer (6) is equipped with interlayer (8), waterproofing membrane (9) are installed to the bottom of interlayer (8), cement mortar layer (10) have been laid to the bottom of waterproofing membrane (9), the bottom of cement mortar layer (10) is equipped with cement reinforcing bar and mixes roofing (11), cross drain pipe (2), geotechnological cloth (4) and drainage dysmorphism soil layer (5) are the high density polyethylene waterproofing membrane of root-piercing resistance.
2. An efficient and environment-friendly slope-finding-free siphon drainage collection system as claimed in claim 1, wherein said cross drainage pipe (2) is connected with a observation well (12) through a pipeline, and a bottom end of said observation well (12) is sealed and poured with a mud-mixed soil column (13).
3. An efficient and environment-friendly slope-finding-free siphon drainage collection system as claimed in claim 2, characterized in that a water storage bin (14) is connected to the side of the observation well (12) far away from the cross drainage pipe (2) through the drainage pipe, and an impermeable layer (15) is arranged on the outer side of the water storage bin (14).
4. An efficient and environment-friendly slope-finding-free siphon drainage collection system as claimed in claim 3, wherein the top end of the water storage bin (14) is connected with a first air-permeable observation tube (17).
5. An efficient and environment-friendly slope-finding-free siphon drainage collection system as claimed in claim 4, wherein an overflow pipe (16) is connected to the side of said first ventilation observation pipe (17) far away from said water storage bin (14).
6. An efficient and environment-friendly slope-finding-free siphon drainage collection system as claimed in claim 5, wherein the end of the cross drainage pipe (2) is connected with a second geotextile (18), and a second air-permeable observation pipe (19) is installed on one side of the second geotextile (18) of the cross drainage pipe (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202220963056.7U CN217557115U (en) | 2022-04-25 | 2022-04-25 | Efficient and environment-friendly siphon drainage collection system without slope finding |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202220963056.7U CN217557115U (en) | 2022-04-25 | 2022-04-25 | Efficient and environment-friendly siphon drainage collection system without slope finding |
Publications (1)
Publication Number | Publication Date |
---|---|
CN217557115U true CN217557115U (en) | 2022-10-11 |
Family
ID=83472729
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202220963056.7U Expired - Fee Related CN217557115U (en) | 2022-04-25 | 2022-04-25 | Efficient and environment-friendly siphon drainage collection system without slope finding |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN217557115U (en) |
-
2022
- 2022-04-25 CN CN202220963056.7U patent/CN217557115U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203947484U (en) | A kind of drainage of foundation pit and circulating water utilization system | |
CN105421683A (en) | Collection method and construction technology for pds zero-gradient protection siphon drainage | |
CN107447836A (en) | A kind of integral type rainwater purification recovery vertical planting landscape type building | |
CN215254005U (en) | Novel plant roof drainage collection system | |
CN108757027A (en) | Multi-functional lobby water system in a kind of tunnel | |
CN217557115U (en) | Efficient and environment-friendly siphon drainage collection system without slope finding | |
CN209741602U (en) | Drainage system for ground | |
CN106592580A (en) | Self-pressurization rapid-permeating precast pile device and construction method thereof | |
CN100462509C (en) | Method for collecting, storing, and delivering rainwater and pipeline system employing the same | |
CN104196046A (en) | Water resisting and draining system for lowering underground anti-floating water level | |
CN206888379U (en) | A kind of new rhone | |
CN206477382U (en) | Rainwater recycle comprehensively utilizes structure | |
CN206815478U (en) | Combined type antiseep is catchmented drainpipe | |
CN107083729B (en) | It is a kind of to store permeable module and preparation method thereof | |
CN108978846A (en) | A kind of water storage module system applied to hillside topography | |
CN214574059U (en) | Outdoor transformer substation cable trench | |
CN108755724A (en) | The external water drainage waterproof method of pipe gallery | |
CN204023593U (en) | Reduce the water proof drainage system of underground hydrostatic water table | |
CN106703157B (en) | Construction method of rainwater recycling and comprehensive utilizing structure | |
CN206941749U (en) | Rainwater-collecting recycling system | |
CN207211187U (en) | Outer wall of underground structure HCMW engineering method composite walls | |
CN218508504U (en) | Composite impervious wall adapted to solid waste landfill | |
CN217299023U (en) | Roof is planted in underground garage and is prevented arranging integration structure and underground garage | |
CN217174719U (en) | Bidirectional drainage structure for electrochemical dehydration drying technology | |
CN205205924U (en) | Bury formula modularization arch concrete rainwater and collect memory system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20221011 |
|
CF01 | Termination of patent right due to non-payment of annual fee |