CN220538569U - Impervious water conservancy flood control dykes and dams structure of irrigated area - Google Patents
Impervious water conservancy flood control dykes and dams structure of irrigated area Download PDFInfo
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- CN220538569U CN220538569U CN202320024560.5U CN202320024560U CN220538569U CN 220538569 U CN220538569 U CN 220538569U CN 202320024560 U CN202320024560 U CN 202320024560U CN 220538569 U CN220538569 U CN 220538569U
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- dyke
- drainage tank
- flood control
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 157
- 239000007788 liquid Substances 0.000 claims abstract description 12
- 239000012466 permeate Substances 0.000 claims abstract description 7
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 4
- 230000000149 penetrating effect Effects 0.000 claims description 6
- 230000002262 irrigation Effects 0.000 claims description 3
- 238000003973 irrigation Methods 0.000 claims description 3
- 238000002347 injection Methods 0.000 claims 1
- 239000007924 injection Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 19
- 230000002265 prevention Effects 0.000 abstract description 11
- 230000008595 infiltration Effects 0.000 abstract description 9
- 238000001764 infiltration Methods 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 5
- 230000005484 gravity Effects 0.000 abstract description 5
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 238000004162 soil erosion Methods 0.000 abstract description 3
- 230000008901 benefit Effects 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 230000000903 blocking effect Effects 0.000 description 3
- 230000006872 improvement Effects 0.000 description 3
- 238000000926 separation method Methods 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 238000010992 reflux Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000009991 scouring Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000001960 triggered effect Effects 0.000 description 1
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Abstract
The utility model discloses a dam structure for seepage resistance, water conservancy and flood control in a irrigated area, which comprises a dam body and a geotechnical mould bag, wherein the geotechnical mould bag is paved on the upstream surface of the dam body. The beneficial effects are that: the infiltration hole with water catch bowl intercommunication has been seted up on water drainage tank one side surface, the opposite side surface is waterproof structure, infiltration enters into the inside water of dyke main part and passes the hole of permeating water according to gravity, slant downwardly flowing into the water drainage tank after the sponge filters, after the inside liquid level of water drainage tank reached certain height, the liquid level switch triggers, the suction pump starts, take out the inside water of water drainage tank and flow back to the water source, thereby avoid the water to further permeate, thereby play initiative prevention of seepage effect, the prevention of seepage effect has been improved, simultaneously, adopt geotechnical mould bag to lay the side surface that is close to the water source at dyke main part, the effect of preventing soil erosion has effectively been played, the problem that the rivers erode and aroused dyke main part earth loss has been avoided, simultaneously, geotechnical mould bag does not influence afforestation planting, and easy construction is simple.
Description
Technical Field
The utility model relates to the technical field of hydraulic engineering flood control dykes and dams, in particular to a seepage-resistant hydraulic flood control dykes and dams structure of a irrigated area.
Background
The flood control dykes and dams are dykes and dams built for preventing river water from overflowing and endangering life and property safety of people, and in an irrigation area, the flood control dykes and dams also play a role in water storage, the height of the flood control dykes and dams is generally larger than the ground level, and the risks of water seepage and dykes and dams are present.
Through retrieving the back discovery, the publication number is CN217378757U, the name is a hydraulic engineering impervious flood bank, this application has put forward concrete manufacturing cost is high and easily cause the problem of influence to the water conservancy ecology, can gravity vegetation in the net through side wall board and division board formation, the prevention of seepage nature of dam body lateral wall is improved through the root system of vegetation, the retaining plate then can store a small amount of moisture for every net, perhaps play the function that prevents the soil landing at vegetation initial stage, through set up guard plate and protective rope with dam body edge separation between the guard post, reduce people drowned probability, and when taking place the flood, can place the front side at the guard plate with the flood sand bag, can block the messenger's flood sand bag and can bear bigger impact force through the guard plate, the flood control effect of improving the dam body, the clay soil has stronger water retention, alleviate dam body infiltration's condition, but the activated carbon sheet can play the supporting role from the bottom of guard post, improve the stability of guard post and guard plate, and have certain separation and purifying effect to infiltration soil in the vegetation initial stage, through setting up guard plate and protective plate edge separation, can not have the influence on the water surface of the side wall board, but can not have the effect to produce the water retention effect, the water resistance is difficult to the improvement effect, the water resistance is long time-stop effect is realized simultaneously, the water resistance is difficult to the improvement, and the water resistance is difficult to have been taken advantage, and the effect is high, and the water resistance is difficult to be taken down to the side impact on the side impact.
For the problems in the related art, no effective solution has been proposed at present.
Disclosure of Invention
(one) solving the technical problems
Aiming at the defects of the prior art, the utility model provides a water seepage prevention and flood control dam structure for a irrigated area, which has the advantages of active water seepage discharge, reduced scouring effect, convenient construction and stable structure, thereby solving the problems in the background art.
(II) technical scheme
In order to realize the advantages of active water drainage, reduced scouring effect, convenient construction and stable structure, the utility model adopts the following specific technical scheme:
the utility model provides a impervious water conservancy flood control dyke structure of pouring area, includes dyke main part and geotechnique's mould bag, the geotechnique's mould bag has been laid to dyke main part upstream face, and geotechnique's mould bag inside is filled with concrete to dyke main part top surface has laid the dam top road surface, the inside vertical fixed mounting of dyke main part has the water tank, and water tank top surface and dam top road surface link up and be connected to be located dam body road surface top surface fixed mounting and have the outer case, the inside fixed mounting of outer case has the mounting panel, and mounting panel top surface fixed mounting has the suction pump to the suction pump end link up and be connected with the water suction pipe, the water suction pipe stretches into in the water tank, dam body road surface is located the shutoff of water tank top and has the blanking cap, water tank internally mounted has level switch, and level switch output and suction pump electric connection, be located inside slant fixed mounting of dyke main part between water tank and the geotechnique's mould bag, and the water tank top surface has seted up the hole that permeates water to the inside packing of water tank is located the sponge, water tank surface is located the water tank inboard and has run through the infiltration hole.
Further, the drainage tank opposite side is located dyke main part inside fixed mounting and has the base, and the base passes through stub and dyke main part below bottom surface fixed connection to slant fixed mounting has the bracing between base top surface and the drainage tank opposite side surface.
Further, the water collecting grooves are arranged from top to bottom, and the water collecting grooves are of rectangular cylindrical structures.
Furthermore, the water outlet end of the water pump is connected with a return pipe in a penetrating way, and the other end of the return pipe is positioned in a water source.
Furthermore, the water suction pipe penetrates through the blocking cover, and the vertical section of the blocking cover is of a convex structure.
Furthermore, the permeable holes are densely arranged, and the aperture of the permeable holes is not more than 2mm.
Further, the front vertical face of the outer box is hinged with a box door, and a door lock is arranged on the surface of the box door.
(III) beneficial effects
Compared with the prior art, the utility model provides a irrigated area impervious water conservancy flood control dam structure, which has the following beneficial effects:
(1) The water collecting tank and the drainage tank are adopted, the water seepage hole communicated with the water collecting tank is formed in one side surface of the drainage tank, the water seepage structure is arranged on the other side surface of the drainage tank, water which seeps into the dam body passes through the water seepage hole according to gravity, the water is filtered by the sponge and flows downwards into the drainage tank in an inclined mode, when the liquid level in the drainage tank reaches a certain height, the liquid level switch is triggered, the water suction pump is started, water in the drainage tank is pumped out and flows back into a water source, further seepage of the water is avoided, and therefore the active seepage prevention effect is improved.
(2) The utility model adopts the water collecting tank, the drainage tank and the diagonal braces, the water collecting tank and the diagonal braces are distributed on two sides of the drainage tank, the fishbone type supporting structure is formed in the dam body, the stable supporting mechanism is formed while the drainage and the water seepage prevention are convenient, and the structural stability of the dam body is improved.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are needed 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 utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic structural view of a irrigated area impervious water conservancy flood control dam structure;
FIG. 2 is a front view of a irrigated area anti-seepage water conservancy flood control dam structure provided by the utility model;
FIG. 3 is an enlarged view of node A of the structure of the irrigation area impervious water conservancy flood control dam provided by the utility model;
fig. 4 is a schematic view of the structure of the water collection tank according to the present utility model.
In the figure:
1. a dike body; 2. a drain tank; 3. a water suction pipe; 4. a liquid level switch; 5. a geotechnical mould bag; 6. a water pump; 7. an outer case; 8. a return pipe; 9. a mounting plate; 10. a blanking cover; 11. a dam top road surface; 12. diagonal bracing; 13. a base; 14. short piles; 15. a water collection tank; 16. a sponge; 17. a water permeable hole; 18. and water seepage holes.
Detailed Description
For the purpose of further illustrating the various embodiments, the present utility model provides the accompanying drawings, which are a part of the disclosure of the present utility model, and which are mainly used to illustrate the embodiments and, together with the description, serve to explain the principles of the embodiments, and with reference to these descriptions, one skilled in the art will recognize other possible implementations and advantages of the present utility model, wherein elements are not drawn to scale, and like reference numerals are generally used to designate like elements.
According to an embodiment of the utility model, a irrigated area impervious water conservancy flood control dam structure is provided.
The utility model will be further described with reference to the accompanying drawings and the specific embodiments, as shown in fig. 1-4, a water-seepage-resistant and flood-preventing dam structure for a irrigated area according to an embodiment of the utility model comprises a dam body 1 and a geotechnical mold bag 5, wherein the geotechnical mold bag 5 is paved on the upstream surface of the dam body 1, the geotechnical mold bag 5 which can be planted is adopted, the geotechnical mold bag 5 is a common facility in the field, concrete is injected into the geotechnical mold bag 5, the top surface of the dam body 1 is paved with a dam top pavement 11, a drainage tank 2 is vertically and fixedly installed in the dam body 1, the bottom surface of the drainage tank 2 is flush with the bottom surface of the dam body 1, the top surface of the drainage tank 2 is in through connection with the dam top pavement 11, an outer tank 7 is fixedly installed above the drainage tank 2 and is fixedly installed in the top surface of the dam body pavement, a mounting plate 9 is fixedly installed in the outer tank 7, and a water pump 6 is fixedly installed on the top surface of the mounting plate 9, the water suction pipe 3 is connected with the water suction end of the water suction pump 6 in a penetrating way, the water suction pipe 3 stretches into the water drainage tank 2, the surface of the dam body pavement is provided with a blocking cover 10 above the water drainage tank 2, the opening of the dam top pavement 11 is conveniently blocked, personnel are prevented from falling, the water drainage tank 2 is internally provided with a liquid level switch 4, the output end of the liquid level switch 4 is electrically connected with the water suction pump 6, a water collecting tank 15 is fixedly arranged in the water drainage tank 2 and the geotechnical model bag 5 in an inclined way, the top surface of the water collecting tank 15 is provided with a water permeable hole 17, the water collecting tank 15 is internally filled with sponge 16, the surface of the water drainage tank 2 is positioned in the water collecting tank 15 in a penetrating way, a plurality of water permeable holes 18 are formed in the water collecting tank 15 from top to bottom, the water permeable hole 18 communicated with the water collecting tank 15 is formed in one side surface of the water drainage tank 2, the other side surface is of a watertight structure, the infiltration enters into the inside water of dyke main part 1 and passes the hole 17 that permeates water according to gravity, in the slope flows into drainage tank 2 after the sponge 16 filters, after drainage tank 2 inside liquid level reaches certain altitude, liquid level switch 4 triggers, suction pump 6 starts, take out the inside water of drainage tank 2 and reflux to the water source in, thereby avoid the water to further permeate, thereby play initiative prevention of seepage's effect, the prevention of seepage effect has been improved, simultaneously, adopt geotechnique's mould bag 5 to lay in dyke main part 1 a side surface near the water source, the effect of preventing soil erosion has effectively been played, the problem that rivers wash and arouse dyke main part 1 earth loss has been avoided, simultaneously, geotechnique's mould bag 5 does not influence the afforestation planting, the construction is convenient simple.
In one embodiment, the drainage tank 2 opposite side is located dyke body 1 inside fixed mounting and has base 13, and base 13 passes through stub 14 and dyke body 1 below bottom fixed connection, and slant fixed mounting has bracing 12 between base 13 top surface and the drainage tank 2 opposite side surface, stub 14 is beaten into the soil of dyke body 1 bottom surface, form stable bearing structure, resist horizontal shear force simultaneously, water catch bowl 15 and bracing 12 distribute in the both sides of drainage tank 2, form fishbone bearing structure in dyke body 1 inside, form stable supporting mechanism in the drainage of being convenient for and prevent infiltration, the structural stability of dyke body 1 has been improved.
In one embodiment, the water outlet end of the water pump 6 is connected with a return pipe 8 in a penetrating way, and the other end of the return pipe 8 is positioned in the water source, so that water can be conveniently returned into the water source.
In one embodiment, the water suction pipe 3 penetrates through the plugging cover 10, and the vertical section of the plugging cover 10 is of a convex structure, so that the plugging cover 10 is prevented from falling off.
In one embodiment, the water permeable holes 17 are densely arranged, and the aperture of the water permeable holes 17 is not more than 2mm, so as to perform the function of preliminary filtration.
In one embodiment, the front vertical surface of the outer box 7 is hinged with a box door, and the surface of the box door is provided with a door lock, so that the door lock is convenient to open and overhaul.
Working principle:
the infiltration hole 18 with water catch bowl 15 intercommunication has been seted up on water drainage tank 2 one side surface, the opposite side surface is waterproof structure, infiltration enters into the inside water of dyke main part 1 and passes the hole 17 of permeating water according to gravity, the slope flows into water drainage tank 2 downwards after the sponge 16 filters, after the inside liquid level of water drainage tank 2 reaches certain height, liquid level switch 4 triggers, suction pump 6 starts, take out the inside water of water drainage tank 2 and reflux to the water source, thereby avoid the water to further permeate, thereby play the effect of initiative prevention of seepage, the prevention of seepage effect has been improved, simultaneously, adopt geotechnical mould bag 5 to lay the side surface that is close to the water source at dyke main part 1, the effect of preventing soil erosion and water loss has effectively been played, the problem that rivers erode arouse dyke main part 1 earth loss, simultaneously geotechnical mould bag 5 does not influence afforestation planting, and is convenient and simple to be under construction, simultaneously, water catch bowl 15 and diagonal brace 12 distribute in the both sides of water drainage tank 2, form fishbone type bearing structure in dyke main part 1, the structure of being convenient for drainage and prevention of seepage, the structural stability of dyke main part 1 has been improved.
In the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "configured," "connected," "secured," "screwed," and the like are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intermediaries, or in communication with each other or in interaction with each other, unless explicitly defined otherwise, the meaning of the terms described above in this application will be understood by those of ordinary skill in the art in view of the specific circumstances.
The foregoing description of the preferred embodiments of the utility model is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the utility model.
Claims (7)
1. The utility model provides a impervious water conservancy flood control dyke structure in pouring area, its characterized in that, including dyke main part (1) and geotechnique's mould bag (5), geotechnique's mould bag (5) have been laid to dyke main part (1) upstream surface of water, and geotechnique's mould bag (5) inside injection has concrete to dyke main part (1) top surface has laid dam top road surface (11), the inside vertical fixed mounting of dyke main part (1) has water drainage tank (2), and water drainage tank (2) top surface and dam top road surface (11) through connection to water drainage tank (2) top surface is located dam body road surface top surface fixed mounting has outer tank (7), outer tank (7) internally mounted has mounting panel (9), and mounting panel (9) top surface fixed mounting has suction pump (6) to suction end through connection of suction pump (6) has suction pipe (3), suction pipe (3) stretch into in water suction pipe (2), body road surface is located water drainage tank (2) top shutoff lid (10), water drainage tank (2) internally mounted has liquid level switch (4), and water drainage tank (4) top surface output switch (6) and water drainage tank (15) are located between water collection tank (15) and the water collection tank (15) and water collection tank (15) electric property and water collection tank (15) are located between the water collection tank (5), and sponge (16) is filled in the water collecting tank (15), and water seepage holes (18) are formed in the surface of the water draining tank (2) and located on the inner side of the water collecting tank (15) in a penetrating mode.
2. The water conservancy and flood control dyke structure of the irrigated area according to claim 1, characterized in that the other side of the water drainage box (2) is positioned in the dyke main body (1) and fixedly provided with a base (13), the base (13) is fixedly connected with the bottom surface below the dyke main body (1) through a short pile (14), and a diagonal brace (12) is obliquely and fixedly arranged between the top surface of the base (13) and the surface of the other side of the water drainage box (2).
3. A irrigated area impervious water conservancy flood control dyke structure according to claim 1, characterized in that water catch bowl (15) is provided with a plurality ofly from top to bottom, and water catch bowl (15) is rectangular tubular structure.
4. The water seepage-proofing and flood-proofing dam structure for irrigation areas according to claim 1, wherein the water outlet end of the water suction pump (6) is connected with a return pipe (8) in a penetrating way, and the other end of the return pipe (8) is positioned in a water source.
5. The irrigated area impervious water conservancy flood control dyke structure according to claim 1, characterized in that, the water suction pipe (3) runs through blanking cover (10), and the vertical cross section of blanking cover (10) is protruding font structure.
6. The irrigated area impervious water conservancy flood control dyke structure according to claim 1, characterized in that the holes (17) that permeate water are densely arranged, and the hole diameter of the holes (17) that permeate water is not more than 2mm.
7. The irrigated area impervious water conservancy flood control dyke structure according to claim 1, characterized in that the front elevation of the outer box (7) is hinged with a box door, and the surface of the box door is provided with a door lock.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320024560.5U CN220538569U (en) | 2023-01-05 | 2023-01-05 | Impervious water conservancy flood control dykes and dams structure of irrigated area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320024560.5U CN220538569U (en) | 2023-01-05 | 2023-01-05 | Impervious water conservancy flood control dykes and dams structure of irrigated area |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220538569U true CN220538569U (en) | 2024-02-27 |
Family
ID=89961636
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320024560.5U Active CN220538569U (en) | 2023-01-05 | 2023-01-05 | Impervious water conservancy flood control dykes and dams structure of irrigated area |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220538569U (en) |
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2023
- 2023-01-05 CN CN202320024560.5U patent/CN220538569U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Pengda Construction Machinery Leasing Co.,Ltd. in Guangfeng District Shangrao City Assignor: Pengsheng Construction Group Co.,Ltd. Contract record no.: X2024980017216 Denomination of utility model: A structure of anti-seepage water conservancy flood control dam for irrigation area Granted publication date: 20240227 License type: Common License Record date: 20241008 |