CN219690436U - Water conservancy channel permeation-proof design structure - Google Patents
Water conservancy channel permeation-proof design structure Download PDFInfo
- Publication number
- CN219690436U CN219690436U CN202321235208.2U CN202321235208U CN219690436U CN 219690436 U CN219690436 U CN 219690436U CN 202321235208 U CN202321235208 U CN 202321235208U CN 219690436 U CN219690436 U CN 219690436U
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- Prior art keywords
- waterproof
- water conservancy
- channel
- design structure
- channel body
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 55
- 238000009434 installation Methods 0.000 claims description 24
- 239000002689 soil Substances 0.000 claims description 20
- 239000004575 stone Substances 0.000 claims description 11
- 239000011248 coating agent Substances 0.000 claims description 9
- 238000000576 coating method Methods 0.000 claims description 9
- 230000002265 prevention Effects 0.000 claims description 9
- 239000003973 paint Substances 0.000 abstract description 7
- 230000009194 climbing Effects 0.000 description 3
- 230000008595 infiltration Effects 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 3
- 239000000428 dust Substances 0.000 description 2
- 238000010030 laminating Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a water conservancy channel anti-seepage design structure, which belongs to the technical field of water conservancy channels and aims at solving the problems that pedestrians falling into the water conservancy channels cannot quickly separate from the water conservancy channels due to low safety coefficient of the water conservancy channels, and the water conservancy channel anti-seepage design structure comprises a foundation layer, wherein a second waterproof geomembrane is paved on the surface of the foundation layer, a second waterproof concrete foundation is paved on the surface of the second waterproof geomembrane, a first waterproof geomembrane is paved on the surface of the second waterproof concrete foundation, a first waterproof concrete foundation is paved on the surface of the first waterproof geomembrane, waterproof paint is paved on the surface of the first waterproof concrete foundation, and a channel body is paved on the surface of the waterproof paint; according to the utility model, a net is formed by the cross frames on the surface of the mounting clamping plates, so that the roughness of the inner side wall of the channel body is increased, the inner side wall of the channel body can be subjected to anti-skid treatment, pedestrians falling into the channel can climb and separate from the water conservancy channel conveniently, and the safety coefficient of the water conservancy channel is improved.
Description
Technical Field
The utility model belongs to the technical field of water conservancy channels, and particularly relates to a water conservancy channel seepage-proofing design structure.
Background
The hydraulic engineering is an engineering for controlling and preparing surface water and underground water in nature to achieve the aim of removing harm and benefiting, is also called as a water engineering, is also called as a water delivery channel, and mainly refers to a channel for taking water from a water source and delivering the water to a irrigated area or a water supply and distribution point, the channel is usually a water channel and a ditch, is a water flow channel, and the seepage prevention of the channel is an engineering measure for reducing the seepage loss of water delivery of the channel.
The inner wall of the existing water conservancy channel is generally arranged in a flat inclined plane, the situation that climbing is difficult to occur exists, pedestrians falling into the water conservancy channel cannot be separated from the water conservancy channel rapidly, and the safety coefficient of the water conservancy channel is reduced.
Therefore, a water conservancy channel anti-seepage design structure is needed, and the problem that pedestrians falling into the water conservancy channel cannot quickly separate from the water conservancy channel due to the fact that the safety coefficient of the water conservancy channel is low in the prior art is solved.
Disclosure of Invention
The utility model aims to provide a water conservancy channel permeation-proof design structure so as to solve the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a water conservancy channel permeation prevention design structure, includes the foundation soil layer, the foundation soil layer surface has laid the waterproof geomembrane of second, the waterproof muddy soil base of second has been laid on the waterproof geomembrane surface of second, the waterproof muddy soil base of first waterproof geomembrane has been laid on the waterproof muddy soil base surface of second, the waterproof muddy soil base of first waterproof has been laid on the waterproof geomembrane surface, waterproof coating has been laid on the waterproof coating surface, channel body has been laid on the waterproof coating surface.
In the scheme, a plurality of installation clamping plates are uniformly arranged on two side surfaces of the inner side wall of the channel body respectively, and four uniformly distributed cross frames are fixed on the outer surface of each installation clamping plate.
It is further worth to say that the draw-in groove has been seted up to the installation splint top surface, the block has the block pole on the draw-in groove.
It is further to be noted that the four corners of the top surface of the channel body are respectively provided with a screw hole, two ends of the top surface of the clamping rod are respectively connected with bolts in a threaded manner, and one side of each bolt is correspondingly connected with one side of each screw hole in a threaded manner.
As a preferred implementation mode, the mounting splint bottom mounting has the stone collector, stone collector surface and channel body surface laminating, stone collector top surface is the arc structure.
As a preferred embodiment, the clamping groove is a rectangular through groove, and the clamping rod is of an i-shaped structure.
Compared with the prior art, the water conservancy channel permeation prevention design structure provided by the utility model at least comprises the following beneficial effects:
(1) Through waterproof coating, first waterproof muddy soil base, first waterproof geomembrane, second waterproof muddy soil base and second waterproof geomembrane to can carry out abundant prevention of seepage to the channel body and handle, avoid this internal water infiltration of channel to go out, cause this internal water yield of channel to reduce.
(2) Through the cross formation net on a plurality of installation splint surfaces, increased the roughness of channel body inside wall to can carry out anti-skidding to the channel body inside wall and handle, the pedestrian climbing of being convenient for fall into the channel breaks away from the water conservancy channel, has improved the factor of safety of water conservancy channel.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic view of a locking lever according to the present utility model;
FIG. 3 is a schematic view of the structure of the mounting splint of the present utility model;
fig. 4 is a schematic side view of the foundation layer of the present utility model.
In the figure: 1. a foundation layer; 2. a bolt; 3. a stone collector; 4. a clamping rod; 5. a channel body; 6. installing a clamping plate; 7. a clamping groove; 8. a cross; 9. waterproof paint; 10. a first waterproof muddy soil base; 11. a first waterproof geomembrane; 12. a screw hole; 13. a second waterproof mixed soil matrix; 14. and a second waterproof geomembrane.
Detailed Description
Referring to fig. 1-4, the utility model provides a water conservancy channel permeation-proof design structure, which comprises a foundation layer 1, wherein a second waterproof geomembrane 14 is paved on the surface of the foundation layer 1, a second waterproof concrete foundation 13 is paved on the surface of the second waterproof geomembrane 14, a first waterproof geomembrane 11 is paved on the surface of the second waterproof concrete foundation 13, a first waterproof concrete foundation 10 is paved on the surface of the first waterproof geomembrane 11, a waterproof paint 9 is paved on the surface of the first waterproof concrete foundation 10, and a channel body 5 is paved on the surface of the waterproof paint 9.
Further as shown in fig. 1, it is worth specifically explaining that a plurality of installation splints 6 are uniformly arranged on two side surfaces of the inner side wall of the channel body 5, sixteen installation splints 6 are arranged, four evenly distributed cross frames 8 are fixed on the outer surface of the installation splints 6, and therefore the roughness of the surface of the channel body 5 can be improved, and the situation that people fall into the channel body 5 carelessly is avoided.
Further, as shown in fig. 2 and fig. 3, it is worth specifically explaining that the clamping groove 7 is provided on the top surface of the installation clamping plate 6, and the clamping rod 4 is clamped on the clamping groove 7, so that the positions of the installation clamping plates 6 can be primarily limited, the installation clamping plates 6 can form a whole, and the installation of the installation clamping plates 6 is facilitated.
The scheme comprises the following working processes: when the channel body 5 is waterproof, when water enters the channel body 5, the water falls on the surface of the waterproof paint 9 through the channel body 5, and passes through the waterproof paint 9, the first waterproof soil-mixing base 10, the first waterproof geomembrane 11, the second waterproof soil-mixing base 13 and the second waterproof geomembrane 14.
When carrying out anti-skidding to channel body 5, through evenly lay a plurality of installation splint 6 respectively in channel body 5 inside wall both sides face department, through with block pole 4 block on draw-in groove 7 to it is fixed with the screw 12 of channel body 5 top surface respectively with two block poles 4 through four bolts 2, make a plurality of installation splint 6 positions fixed, the cross 8 on a plurality of installation splint 6 surfaces form a net, increased the roughness of channel body 5 inside wall.
The working process can be as follows: through waterproof coating 9, first waterproof muddy soil base 10, first waterproof geomembrane 11, second waterproof muddy soil base 13 and second waterproof geomembrane 14 to can carry out abundant prevention of seepage to channel body 5 and handle, avoid the water infiltration in the channel body 5 to go out, cause the reduction of the water yield in the channel body 5.
The cross 8 on the surface of the installation clamping plates 6 forms a net, so that the roughness of the inner side wall of the channel body 5 is increased, the inner side wall of the channel body 5 can be subjected to anti-skid treatment, pedestrians falling into the channel can climb conveniently to separate from the water conservancy channel, and the safety coefficient of the water conservancy channel is improved.
Further, as shown in fig. 2, it is worth specifically explaining that screw holes 12 are respectively formed in four corners of the top surface of the channel body 5, two ends of the top surface of the clamping rod 4 are respectively connected with bolts 2 in a threaded manner, and two bolts 2 on one side are respectively connected with two screw holes 12 on the other side in a threaded manner, so that the position of the clamping rod 4 can be further limited, and a plurality of mounting clamping plates 6 can be stably fixed.
Further as shown in fig. 3, it is worth specifically explaining that the installation splint 6 bottom mounting has the stone collector 3, and stone collector 3 surface and the laminating of channel body 5 surface, and stone collector 3 top surface is the arc structure to can collect inside rubble and the dust that falls into channel body 5, make rubble and the dust that falls into channel body 5 clear up that can be convenient.
As further shown in fig. 2 and 3, it should be noted that the clamping groove 7 is a rectangular through groove, and the clamping rod 4 has an i-shaped structure, so that the position of the mounting clip 6 can be limited.
To sum up: when waterproof is carried out to the channel body 5, when water gets into the channel body 5, water falls on waterproof coating 9 surface through the channel body 5, through waterproof coating 9, first waterproof muddy soil base 10, first waterproof geomembrane 11, second waterproof muddy soil base 13 and second waterproof geomembrane 14 to can carry out abundant prevention of seepage to the channel body 5 and handle, avoid the water infiltration in the channel body 5 to go out, cause the water yield in the channel body 5 to reduce.
When carrying out anti-skidding to channel body 5, through evenly lay a plurality of installation splint 6 respectively in channel body 5 inside wall both sides face department, through with block pole 4 block on draw-in groove 7, and it is fixed with the screw 12 of channel body 5 top surface respectively with two block poles 4 through four bolts 2, make a plurality of installation splint 6 positions fixed, the cross 8 on a plurality of installation splint 6 surfaces form a net, the roughness of channel body 5 inside wall has been increased, thereby can carry out anti-skidding to channel body 5 inside wall, the pedestrian climbing of being convenient for fall into the channel breaks away from the water conservancy channel, the factor of safety of water conservancy channel has been improved.
Claims (6)
1. The utility model provides a water conservancy channel permeation prevention design structure, includes foundation soil layer (1), its characterized in that, foundation soil layer (1) surface has laid second waterproof geomembrane (14), second waterproof muddy soil base (13) have been laid on second waterproof geomembrane (14) surface, first waterproof geomembrane (11) have been laid on second waterproof muddy soil base (13) surface, first waterproof muddy soil base (10) have been laid on first waterproof geomembrane (11) surface, waterproof coating (9) have been laid on first waterproof muddy soil base (10) surface, channel body (5) have been laid on waterproof coating (9) surface.
2. The water conservancy channel permeation prevention design structure according to claim 1, wherein: a plurality of installation clamping plates (6) are uniformly arranged on two side surfaces of the inner side wall of the channel body (5), and four uniformly distributed cross frames (8) are fixed on the outer surface of each installation clamping plate (6).
3. The water conservancy channel permeation prevention design structure according to claim 2, wherein: the top surface of the installation clamping plate (6) is provided with a clamping groove (7), and the clamping groove (7) is clamped with a clamping rod (4).
4. A water conservancy channel permeation resistant design structure according to claim 3 and wherein: screw holes (12) are respectively formed in four corners of the top surface of the channel body (5), bolts (2) are respectively connected with two ends of the top surface of the clamping rod (4) in a threaded mode, and one side of each bolt (2) is correspondingly connected with one side of each screw hole (12) in a threaded mode.
5. The water conservancy channel permeation resistant design structure of claim 4, wherein: the stone collector is characterized in that the stone collector (3) is fixed at the bottom end of the installation clamping plate (6), the outer surface of the stone collector (3) is attached to the outer surface of the channel body (5), and the top surface of the stone collector (3) is of an arc-shaped structure.
6. The water conservancy channel permeation resistant design structure of claim 5, wherein: the clamping groove (7) is a rectangular through groove, and the clamping rod (4) is of an I-shaped structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202321235208.2U CN219690436U (en) | 2023-05-22 | 2023-05-22 | Water conservancy channel permeation-proof design structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321235208.2U CN219690436U (en) | 2023-05-22 | 2023-05-22 | Water conservancy channel permeation-proof design structure |
Publications (1)
Publication Number | Publication Date |
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CN219690436U true CN219690436U (en) | 2023-09-15 |
Family
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Family Applications (1)
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CN202321235208.2U Active CN219690436U (en) | 2023-05-22 | 2023-05-22 | Water conservancy channel permeation-proof design structure |
Country Status (1)
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CN (1) | CN219690436U (en) |
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2023
- 2023-05-22 CN CN202321235208.2U patent/CN219690436U/en active Active
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