CN111749253A - Take hydrologic cycle's side slope processing system - Google Patents
Take hydrologic cycle's side slope processing system Download PDFInfo
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- CN111749253A CN111749253A CN202010654584.XA CN202010654584A CN111749253A CN 111749253 A CN111749253 A CN 111749253A CN 202010654584 A CN202010654584 A CN 202010654584A CN 111749253 A CN111749253 A CN 111749253A
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- side slope
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/22—Adaptations of pumping plants for lifting sewage
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- Water Supply & Treatment (AREA)
- Public Health (AREA)
- Hydrology & Water Resources (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention relates to a side slope treatment system with water circulation, which comprises: the concrete frame is fixed on the side slope through the anchoring ribs and is provided with an open ditch and a blind ditch; the side slope is provided with a reservoir; two groups of water pumps are arranged in the reservoir; two water collecting wells are arranged on two sides of the bottom of the slope, the water inlet end of each water pump is correspondingly communicated with one water collecting well through a pipeline, and the water outlet end of each water pump is communicated with the reservoir; the power supply is electrically connected with the water pump; the water level pump switch is installed in the sump pit, starts or stops the water supply state of water pump to the cistern according to the water level height in the sump pit, is provided with the spillway hole on the cistern, and water flows to the concrete frame through the spillway hole, supplies the plant on the concrete frame to absorb. The invention solves the problems that the side slope is easy to be unstable and the side slope plants are difficult to grow due to insufficient water, forms a side slope water circulation mechanism through a side slope treatment system, ensures the stability of a side slope treatment structure and improves the side slope ecological environment.
Description
Technical Field
The invention relates to the technical field of slope treatment, in particular to a slope treatment system with water circulation.
Background
The side slope drainage problem is a key technology of side slope treatment, water in a rock soil body in the side slope cannot be discharged in time, the rock soil body is in a saturated state, on one hand, the effective stress of the rock soil body is reduced, the instability phenomenon of the side slope is easy to occur, and on the other hand, the self strength of the rock soil body is reduced. The plants planted on the side slope can achieve the ecological environment-friendly effect, but if the side slope does not have sufficient water, the plants are difficult to grow. Therefore, how to provide a system of water circulation mechanism for forming a slope is a problem that needs to be solved by those skilled in the art.
Disclosure of Invention
The present invention is directed to solving, at least to some extent, one of the above-mentioned problems in the prior art.
Therefore, the invention aims to provide a slope treatment system with water circulation, which solves the problems that the slope is easy to destabilize and slope plants are difficult to grow without sufficient water.
The invention provides a side slope treatment system with water circulation, which comprises:
the concrete frame is fixed on the side slope through an anchoring rib and is provided with an open ditch and a blind ditch;
the middle part of the side slope is provided with a reservoir;
the water pump, there are two groups of water pumps in the cistern;
two water collecting wells are arranged on two sides of the bottom of the slope, the water inlet end of each water pump is correspondingly communicated with one water collecting well through a pipeline, and the water outlet end of each water pump is communicated with the reservoir;
the power supply is electrically connected with the water pump;
the water level pump switch is installed in the sump pit, starts or stops the water supply state of water pump to the cistern according to the water level height in the sump pit, is provided with the spillway hole on the cistern, and water flows to the concrete frame through the spillway hole, supplies the plant on the concrete frame to absorb.
According to the technical scheme, compared with the prior art, the side slope treatment system with water circulation is provided, open ditches and blind ditches are arranged on a concrete frame, the condition that when rainwater is too large, the rainwater cannot be discharged in time to cause overlarge side slope pressure is avoided, and when the rainwater is small, the rainwater is discharged through the blind ditches of the concrete middle frame and the open ditches of the concrete frame simultaneously; the concrete frame is anchored through the anchoring ribs, so that the concrete frame and the side slope form a whole, and the phenomenon of side slope instability is effectively prevented; the water level pump switch starts the water pump to supply water to the reservoir according to the water level in the water collecting well, the overflow holes are formed in the reservoir, water flows out of the concrete frame through the overflow holes and is absorbed by plants on the concrete frame, the problem that plants are difficult to grow due to the fact that the slope does not have sufficient water is relieved, and therefore the slope ecological environment is improved.
Furthermore, the concrete frame is a prefabricated part and comprises a concrete middle frame prefabricated block and a concrete side frame prefabricated block which are connected through mortise and tenon structures; the anchoring ribs are welded with pre-embedded iron pre-embedded on the surface of the concrete middle frame precast block or the concrete side frame precast block; plastic pipes are embedded in the concrete middle frame precast blocks to form blind ditches; a plastic water tank is embedded in the surface of the concrete frame precast block to form an open ditch. The width of the open trench is more than 40mm, the depth of the open trench is 25-30 mm, the blind trench is located 200-250 mm below the surface of the concrete middle frame precast block, the width of the blind trench is 20mm, and the depth of the blind trench is 15-20 mm.
Furthermore, the concrete frame is formed by in-situ pouring and comprises a concrete middle frame and a concrete side frame, and the anchoring ribs are welded with the reinforcing steel bars of the concrete middle frame and the concrete side frame; embedding a plastic pipe in the concrete middle frame to form a blind ditch; a plastic water tank is embedded in the surface of the concrete frame to form an open ditch. The height of the concrete frame is 400-450mm, the width of the concrete frame is 300-350mm, the height of the concrete frame is 400-450mm, and the width of the concrete frame is 300-350 mm.
Furthermore, the anchoring ribs are welded by more than three steel bars, and the diameter of the anchoring ribs is 25-28 mm. The depth of the anchoring ribs entering the side slope is determined according to the soil property condition, for clay, the depth of the anchoring ribs entering the side slope is 0.8m, for powder clay, the depth of the anchoring ribs entering the side slope is 0.7m, for sandy soil, the depth of the anchoring ribs entering the side slope is 0.55m, for fully weathered rocks, the depth of the anchoring ribs entering the side slope is 0.5m, for semi-weathered rocks, the depth of the anchoring ribs entering the side slope is 0.4m, and for slightly weathered rocks and non-weathered rocks, the depth of the anchoring ribs entering the side slope is 0.3 m.
Further, the water level pump switch includes: a floating ball, a metal rod and a T-shaped metal rod; the floating ball is fixed at a preset position at the bottom of the water collecting well cover through a chain; the top of the floating ball is connected with a horizontally arranged metal rod which is electrically connected with the water pump; the T-shaped metal rod is inversely arranged at the bottom of the water collecting well cover, is opposite to the metal rod, has a length value smaller than the length of the chain, and is electrically connected with the power supply.
Furthermore, a time relay is connected between the water pump and the power supply.
Furthermore, water dispersion is arranged between the concrete frame and the water collecting well, and the water dispersion adopts a bidirectional slope mode, and the slope is 1% -2%.
In the invention, the width and the length of the water collecting well are 300-400 mm, and the depth is 700-800 mm. The floating ball continuously moves upwards in the water accumulation process of the water collecting well, the floating ball can drive the metal rod connected with the floating ball to ascend, when the metal rod ascends to a certain height, the metal rod is contacted with the T-shaped metal rod, the power supply of the storage battery is switched on, the time relay starts to work, the water pump starts to pump water, the water level of the water collecting well can descend, the floating ball descends along with the water level, the metal rod is disconnected with the T-shaped metal rod, and the water pump can continue to pump water due to the starting of the time relay. When the water pump draws water, more and more water in the reservoir where the water pump is located is overflowed from overflow holes in the reservoir, overflowed water flows downwards along blind ditches or open ditches and flows to the dispersed water below, and the water is dispersed towards two sides along the gradient of the dispersed water and flows into water collecting wells on the two sides. The floating ball is hung below the well cover through a chain, the floating ball is connected with the metal rod through a bolt, and the T-shaped metal rod is fixed below the well cover of the water collecting well. The cistern is located the hillside middle part, and cistern width and length are 800 ~ 1000mm, sets up two water pumps in the cistern, and the cistern lower part sets up one row of spillway holes, and the spillway hole is 250mm apart from the bottom distance, and the distance is 200 ~ 250mm between the spillway hole.
Another object of the present invention is to provide a construction method of a slope treatment system with water circulation, comprising the steps of:
s1, leveling the slope, removing weeds and wastes on the slope, and leveling the slope; the anchoring ribs are driven in, the clay, the silty clay and the sandy soil are directly driven in by a hammer, the rock is drilled and then implanted, and the anchoring ribs are placed in the rock and then sealed by high-strength epoxy resin;
s2, spraying concrete as a cushion layer;
s3, anchoring the concrete frame, and arranging an open ditch and a blind ditch;
s4, arranging a reservoir in the middle of the slope, and arranging two water collecting wells on two sides of the bottom of the slope;
and S6, installing a water level pump switch in the water collecting well, and electrically connecting the water level pump switch with the water pump and the power supply.
According to the technical scheme, compared with the prior art, the construction method of the slope treatment system is provided, a slope water circulation mechanism is formed through the construction of the slope treatment system with water circulation, the stability of a slope treatment structure is guaranteed, and the slope ecological environment is improved.
Wherein the thickness of the cushion layer is 20-25 mm; for the rock, the anchoring ribs are drilled and then implanted, and the diameter of the drilled hole is 120-140 mm.
Further, in the step S3, the concrete frame is prefabricated or cast in place; when the prefabricated member is adopted, the end part of the anchoring rib is horizontally bent and is welded with the embedded iron embedded on the surface of the precast concrete frame; a plastic pipe is embedded in the precast concrete middle frame to be used as a blind ditch, and a plastic water tank is embedded on the upper surface of the concrete side frame to be used as an open ditch; the precast concrete blocks are connected by mortise and tenon; when cast-in-place is adopted; binding reinforcing steel bars of the concrete middle frame and the concrete side frame and erecting a template; horizontally bending the end parts of the anchoring ribs and welding the end parts of the anchoring ribs with the reinforcing steel bars of the concrete middle frame and the concrete side frame, wherein the welding length is 250-280 mm; erecting a concrete middle frame template, embedding a plastic pipe as a blind ditch, and embedding a plastic water tank as an open ditch when erecting a concrete side frame template; the slump of the concrete is 8-12 mm.
Further, the depth of the anchoring ribs entering the side slope is determined according to the soil property condition, and for clay, the depth of the anchoring ribs entering the side slope is 0.8 m; for silty clay, the depth of the anchoring rib entering the side slope is 0.7 m; for sandy soil, the depth of the anchoring rib entering the side slope is 0.55 m; for fully weathered rocks, the depth of the anchoring rib entering the side slope is 0.5 m; for semiweathered rock, the depth of the anchoring rib entering the side slope is 0.4 m; for slightly weathered rocks and non-weathered rocks, the depth of the anchoring rib entering the side slope is 0.3 m.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the provided drawings without creative efforts.
FIG. 1 is a schematic structural diagram of a slope treatment system with water circulation (concrete frame adopting cast-in-place embodiment) provided by the invention;
FIG. 2 is a schematic diagram illustrating an embodiment of a prefabricated concrete frame of a slope treatment system with water circulation according to the present invention;
FIG. 3 is a schematic structural diagram of a water circuit of a slope treatment system with a water circuit according to the present invention;
fig. 4 illustrates a schematic diagram of the structure of a water reservoir;
FIG. 5 is a schematic view of the structure of the water dispersion;
in the figure: 100-concrete frame, 101-concrete middle frame precast block, 102-concrete side frame precast block, 103-concrete middle frame, 104-concrete side frame, 200-reservoir, 201-overflow hole, 300-water pump, 400-water collecting well, 401-water collecting well cover, 500-power supply, 600-water level water pump switch, 601-floating ball, 602-metal rod, 603-T-shaped metal rod, 604-chain, 700-water dispersing and 800-time relay.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are illustrative and intended to be illustrative of the invention and are not to be construed as limiting the invention.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can, for example, be fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
Referring to fig. 1, 3 and 4, the embodiment of the invention discloses a slope treatment system with water circulation, which comprises:
the concrete frame 100 is fixed on the side slope through an anchoring rib, and an open ditch and a blind ditch are formed in the concrete frame 100;
a reservoir 200, wherein the reservoir 200 is arranged in the middle of the side slope;
the water pump 300, there are two groups of water pumps 300 in the cistern 200;
the water collecting wells 400 are arranged on two sides of the bottom of the slope, the water inlet end of each water pump 300 is correspondingly communicated with one water collecting well 400 through a pipeline, and the water outlet end of each water pump 300 is communicated with the water storage tank 200;
the power supply 500, the power supply 500 is electrically connected with the water pump 300;
the water level pump switch 600 is installed in the water collecting well 400, the water pump 300 is started or stopped to supply water to the reservoir 200 according to the water level in the water collecting well 400, the reservoir 200 is provided with overflow holes 201, and water flows out to the open ditch or the blind ditch through the overflow holes 201 to be absorbed by plants on the concrete frame 100.
The invention discloses a side slope treatment system with water circulation.A concrete frame is provided with an open ditch and a blind ditch, so that the condition that the pressure of a side slope is too large because rainwater cannot be discharged in time when the rainwater is too large is avoided, and when the rainwater is small, the rainwater is simultaneously discharged through the blind ditch of a concrete middle frame and the open ditch of the concrete frame; the concrete frame is anchored through the anchoring ribs, so that the concrete frame and the side slope form a whole, and the phenomenon of side slope instability is effectively prevented; the water level pump switch starts the water pump to supply water to the reservoir according to the water level in the water collecting well, the overflow holes are formed in the reservoir, water flows out of the concrete frame through the overflow holes and is absorbed by plants on the concrete frame, the problem that plants are difficult to grow due to the fact that the slope does not have sufficient water is relieved, and therefore the slope ecological environment is improved.
Referring to fig. 2, a concrete frame 100 is a prefabricated member, and includes a concrete middle frame prefabricated section 101 and a concrete side frame prefabricated section 102 which are connected through a mortise and tenon structure; the anchoring ribs are welded with pre-embedded iron pre-embedded on the surface of the concrete middle frame precast block 101 or the concrete side frame precast block 102; plastic pipes are embedded in the concrete middle frame precast blocks 101 to form blind ditches; a plastic water tank is embedded in the surface of the concrete frame precast block 102 to form an open ditch. The width of the open trench is more than 40mm, the depth of the open trench is 25-30 mm, the blind trench is located 200-250 mm below the surface of the concrete middle frame precast block, the width of the blind trench is 20mm, and the depth of the blind trench is 15-20 mm.
Referring to fig. 1, the concrete frame 100 is formed by cast-in-place, and includes a concrete middle frame 103 and a concrete side frame 104, and the anchoring ribs are welded to the reinforcing bars of the concrete middle frame 103 and the concrete side frame 104; plastic pipes are embedded in the concrete middle frame 103 to form blind ditches; a plastic water tank is embedded in the surface of the concrete frame 104 to form an open ditch. The height of the concrete frame is 400-450mm, the width of the concrete frame is 300-350mm, the height of the concrete frame is 400-450mm, and the width of the concrete frame is 300-350 mm.
Advantageously, the anchoring ribs are welded by more than three reinforcing bars, forming a diameter of 25-28 mm. The depth of the anchoring ribs entering the side slope is determined according to the soil property condition, for clay, the depth of the anchoring ribs entering the side slope is 0.8m, for powder clay, the depth of the anchoring ribs entering the side slope is 0.7m, for sandy soil, the depth of the anchoring ribs entering the side slope is 0.55m, for fully weathered rocks, the depth of the anchoring ribs entering the side slope is 0.5m, for semi-weathered rocks, the depth of the anchoring ribs entering the side slope is 0.4m, and for slightly weathered rocks and non-weathered rocks, the depth of the anchoring ribs entering the side slope is 0.3 m.
Referring to fig. 3, the water level pump switch 600 includes: a floating ball 601, a metal rod 602 and a T-shaped metal rod 603; the floating ball 601 is fixed at a preset position at the bottom of the water collecting well cover 401 through a chain 604; the top of the floating ball 601 is connected with a horizontally arranged metal rod 602, and the metal rod 602 is electrically connected with the water pump 300; the T-shaped metal rod 603 is inversely installed at the bottom of the water collecting well cover 401, is arranged opposite to the metal rod 602, has a length value smaller than that of the chain 604, and is electrically connected with the power supply 500.
Advantageously, a time relay 800 is connected between the water pump 300 and the power supply 500.
Advantageously, referring to fig. 5, a water distribution 700 is provided between the concrete frame 100 and the water collection well 400, and the water distribution is performed in a bidirectional slope manner, with a slope of 1% to 2%.
In the invention, the width and the length of the water collecting well are 300-400 mm, and the depth is 700-800 mm. The floating ball continuously moves upwards in the water accumulation process of the water collecting well, the floating ball can drive the metal rod connected with the floating ball to ascend, when the metal rod ascends to a certain height, the metal rod is contacted with the T-shaped metal rod, the power supply of the storage battery is switched on, the time relay starts to work, the water pump starts to pump water, the water level of the water collecting well can descend, the floating ball descends along with the water level, the metal rod is disconnected with the T-shaped metal rod, and the water pump can continue to pump water due to the starting of the time relay. When the water pump draws water, more and more water in the reservoir where the water pump is located is overflowed from overflow holes in the reservoir, overflowed water flows downwards along blind ditches or open ditches and flows to the dispersed water below, and the water is dispersed towards two sides along the gradient of the dispersed water and flows into water collecting wells on the two sides. The floating ball is hung below the well cover through a chain, the floating ball is connected with the metal rod through a bolt, and the T-shaped metal rod is fixed below the well cover of the water collecting well. The cistern is located the hillside middle part, and cistern width and length are 800 ~ 1000mm, sets up two water pumps in the cistern, and the cistern lower part sets up one row of spillway holes, and the spillway hole is 250mm apart from the bottom distance, and the distance is 200 ~ 250mm between the spillway hole.
The construction method of the slope treatment system with water circulation provided by the invention comprises the following steps:
s1, leveling the slope, removing weeds and wastes on the slope, and leveling the slope; the anchoring ribs are driven in, the clay, the silty clay and the sandy soil are directly driven in by a hammer, the rock is drilled and then implanted, and the anchoring ribs are placed in the rock and then sealed by high-strength epoxy resin;
s2, spraying concrete as a cushion layer;
s3, anchoring the concrete frame, and arranging an open ditch and a blind ditch;
s4, arranging a reservoir in the middle of the slope, and arranging two water collecting wells on two sides of the bottom of the slope;
and S6, installing a water level pump switch in the water collecting well, and electrically connecting the water level pump switch with the water pump and the power supply.
The invention discloses a construction method of a side slope treatment system, which forms a side slope water circulation mechanism through the construction of the side slope treatment system with water circulation, ensures the stability of a side slope treatment structure and improves the ecological environment of a side slope.
Wherein the thickness of the cushion layer is 20-25 mm; for the rock, the anchoring ribs are drilled and then implanted, and the diameter of the drilled hole is 120-140 mm.
S3, adopting prefabricated members or casting in situ for the concrete frame; when the prefabricated member is adopted, the end part of the anchoring rib is horizontally bent and is welded with the embedded iron embedded on the surface of the precast concrete frame; a plastic pipe is embedded in the precast concrete middle frame to be used as a blind ditch, and a plastic water tank is embedded on the upper surface of the concrete side frame to be used as an open ditch; the precast concrete blocks are connected by mortise and tenon; when cast-in-place is adopted; binding reinforcing steel bars of the concrete middle frame and the concrete side frame and erecting a template; horizontally bending the end parts of the anchoring ribs and welding the end parts of the anchoring ribs with the reinforcing steel bars of the concrete middle frame and the concrete side frame, wherein the welding length is 250-280 mm; erecting a concrete middle frame template, embedding a plastic pipe as a blind ditch, and embedding a plastic water tank as an open ditch when erecting a concrete side frame template; the slump of the concrete is 8-12 mm.
The depth of the anchoring ribs entering the side slope is determined according to the soil property condition, and for clay, the depth of the anchoring ribs entering the side slope is 0.8 m; for silty clay, the depth of the anchoring rib entering the side slope is 0.7 m; for sandy soil, the depth of the anchoring rib entering the side slope is 0.55 m; for fully weathered rocks, the depth of the anchoring rib entering the side slope is 0.5 m; for semiweathered rock, the depth of the anchoring rib entering the side slope is 0.4 m; for slightly weathered rocks and non-weathered rocks, the depth of the anchoring rib entering the side slope is 0.3 m.
The water dispersion of the invention refers to the slope formed by the bottom surface of the hillside, and the power supply can adopt a storage battery.
In the description herein, references to the description of the term "one embodiment," "some embodiments," "an example," "a specific example," or "some examples," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above are not necessarily intended to refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, various embodiments or examples described in this specification can be combined and combined by those skilled in the art.
Although embodiments of the present invention have been shown and described above, it is understood that the above embodiments are exemplary and should not be construed as limiting the present invention, and that variations, modifications, substitutions and alterations can be made to the above embodiments by those of ordinary skill in the art within the scope of the present invention.
Claims (2)
1. A side slope treatment system with water circulation is characterized by comprising:
the concrete frame (100) is fixed on the side slope through an anchoring rib, and an open ditch and a blind ditch are formed in the concrete frame (100);
the water reservoir (200) is arranged in the middle of the side slope;
the water pump (300), two groups of said water pumps (300) are set in the said cistern (200);
the water collecting wells (400) are arranged on two sides of the bottom of the slope, the water inlet end of each water pump (300) is correspondingly communicated with one water collecting well (400) through a pipeline, and the water outlet end of each water pump (300) is communicated with the water storage tank (200);
the power supply (500), the power supply (500) is electrically connected with the water pump (300);
the water level water pump switch (600), water level water pump switch (600) install in sump pit (400), according to the water level height in sump pit (400) starts or stops water pump (300) to the water supply state of cistern (200), be provided with spillway hole (201) on cistern (200), water process spillway hole (201) flow to concrete frame (100), supply the plant on concrete frame (100) absorbs.
2. The slope treatment system with water circulation of claim 1, wherein the water level pump switch (600) comprises: a floating ball (601), a metal rod (602) and a T-shaped metal rod (603); the floating ball (601) is fixed at a preset position at the bottom of the water collecting well cover (401) through a chain (604); the top of the floating ball (601) is connected with a horizontally arranged metal rod (602), and the metal rod (602) is electrically connected with the water pump (300); t font metal rod (603) invert install in water collection well lid (401) bottom, with metal pole (602) position sets up relatively, its length value is less than chain (604) length, and with power (500) electric connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010654584.XA CN111749253A (en) | 2020-07-09 | 2020-07-09 | Take hydrologic cycle's side slope processing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010654584.XA CN111749253A (en) | 2020-07-09 | 2020-07-09 | Take hydrologic cycle's side slope processing system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111749253A true CN111749253A (en) | 2020-10-09 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010654584.XA Withdrawn CN111749253A (en) | 2020-07-09 | 2020-07-09 | Take hydrologic cycle's side slope processing system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114922207A (en) * | 2022-06-29 | 2022-08-19 | 吉林省嘉博生物科技有限公司 | Drainage system for landslide ecological restoration |
-
2020
- 2020-07-09 CN CN202010654584.XA patent/CN111749253A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114922207A (en) * | 2022-06-29 | 2022-08-19 | 吉林省嘉博生物科技有限公司 | Drainage system for landslide ecological restoration |
| CN114922207B (en) * | 2022-06-29 | 2023-01-13 | 张以晨 | Drainage system for landslide ecological restoration |
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Application publication date: 20201009 |