CN111549736A

CN111549736A - Hidden and anti-overflow vegetable planting is with irrigating auxiliary device

Info

Publication number: CN111549736A
Application number: CN202010425298.6A
Authority: CN
Inventors: 肖永贵; 吴光金; 王庆宝; 龚小红
Original assignee: Jiaxing Huahuihong Garden Co ltd
Current assignee: Jiaxing Huahuihong Garden Co ltd
Priority date: 2020-05-19
Filing date: 2020-05-19
Publication date: 2020-08-18

Abstract

The utility model provides a hidden and overflow-preventing's vegetable planting is with irrigating auxiliary device, relates to vegetable planting technical field, including the dam body, the inside fixedly connected with cement canal of dam body, the overflow hole has been seted up to the inside of cement canal, the outside fixedly connected with reinforcement block in cement canal, the outside of reinforcement block is provided with the transition region, the top swing joint in transition region has the apron, the outside in transition region is provided with anti-overflow mechanism. The hidden and overflow-preventing irrigation auxiliary device for vegetable planting can reduce the obstruction to the planting user during working to the maximum extent through the hidden design, and improve the working smoothness; through the design of automatically increasing the ditch height, can be when the water level increases in the ditch, automatically improve the height of ditch, prevent the overflow, very big improvement among the prior art because of the rivers excessive problem that the ditch highly fixed probably leads to, avoided certain loss of property, indirect improvement the income of planting the family.

Description

Hidden and anti-overflow vegetable planting is with irrigating auxiliary device

Technical Field

The invention relates to the technical field of vegetable planting, in particular to a hidden and anti-overflow irrigation auxiliary device for vegetable planting.

Background

Vegetable planting is one kind of agriculture, which not only provides food for people in production and life, improves the agricultural output value, but also brings considerable income for people engaged in the planting industry.

During the planting process of vegetables, certain requirements are provided for irrigation water, the growth of the vegetables is slow, the development is poor and the vegetables die easily due to insufficient water, and the root rot of the vegetables is easily caused due to excessive water, so that the yield of the vegetables is also influenced. When a grower irrigates vegetables planted in a large area, the area of the grower is wide, and an irrigation channel is often paved to conduct flow division irrigation. Although the irrigation method can effectively improve the efficiency, the water amount is not suitable during irrigation, and the water absorption of the soil is limited, so that the connection between the structural tissues of the soil is tight along with the increase of the water amount, so that the water cannot rapidly permeate, the waterlogging condition of part of the irrigation area is often caused, the normal growth of vegetables is seriously influenced, and certain economic loss can be brought. However, due to the fact that no corresponding auxiliary device is provided, the growers cannot find the condition of the area in time, and the same problem is likely to occur in the next irrigation.

In addition, the depth of the existing irrigation canal is fixed, and fallen vegetable leaves can fall into the irrigation canal, so that the irrigation canal is blocked. At the moment, the water flow in the irrigation ditch is not smooth, and the water level in the ditch is continuously increased along with the increase of time, so that water possibly overflows the ditch and the normal growth of vegetables is also influenced.

In order to solve the above problems, the inventor proposes a hidden and overflow-proof irrigation auxiliary device for vegetable planting, which has the advantages of being hidden, automatically increasing the height of a water channel and having a prompt function, and through the hidden design, the obstruction to the growers during working can be reduced to the maximum extent, and the working smoothness is improved; through the design of automatically increasing the ditch height, can be when the water level increases in the ditch, automatically improve the height of ditch, prevent the overflow, very big improvement among the prior art because of the rivers excessive problem that the ditch highly fixed probably leads to, avoided certain loss of property, indirect improvement the income of planting the family.

Disclosure of Invention

In order to realize the purposes of hidden type, automatic increase of the height of the ditch and prompt function, the invention provides the following technical scheme: the utility model provides a hidden and overflow-preventing's vegetable planting is with irrigating auxiliary device, includes dam body, cement canal, overflow hole, reinforcement piece, transition district, apron, anti-overflow mechanism, insulating shell, overflow pipe, anti-overflow board, ejector pad, water sealing piece, barricade, landing leg, anticreep piece.

The positions and the connection relations of the structures are as follows:

a cement channel is fixedly connected to the interior of the dam body, an overflow hole is formed in the cement channel, a reinforcing block is fixedly connected to the outer side of the cement channel, a transition area is arranged on the outer side of the reinforcing block, a cover plate is movably connected to the top of the transition area, and an anti-overflow mechanism is arranged on the outer side of the transition area;

the anti-overflow mechanism includes the shell that insulates against water, the outside fixedly connected with overflow pipe of the shell that insulates against water, this active link in the inside of the shell that insulates against water has the anti-overflow board, the outside regulation of anti-overflow board is connected with the ejector pad, the inside fixedly connected with water sealing block of the shell that insulates against water, the outside swing joint of anti-overflow board has the barricade, the outside swing joint of barricade has the landing leg, the anticreep piece has been seted up at the back of barricade.

Preferably, the supporting leg comprises a rod-shaped structure and a return spring, the rod-shaped structure is movably hinged with the retaining wall, and the return spring is positioned between the retaining wall and the rod-shaped structure and is connected with the retaining wall and the rod-shaped structure.

Preferably, a cavity is arranged outside the retaining wall and inside the dam body, and the width of the cavity is smaller than the fully-unfolded width of the supporting legs.

Preferably, the maximum stroke of the spill plate is the same as the maximum stroke of the retaining wall.

Compared with the prior art and products, the invention has the beneficial effects that:

1. this hidden and prevent overflow vegetable planting is with irrigating auxiliary device, through setting up the landing leg, and make it keep in its position after the expansion, need manual the recovery, can remind the user of which regional irrigation water yield goes wrong, the effectual effect of reminding, warning that plays, the convenient user of planting adjusts the irrigation water yield in corresponding region, the vegetables death problem that the too much of the water yield that has avoided the repetition leads to has avoided unnecessary to a certain extent to lose, the income of planting the user has been improved.

2. The hidden and overflow-preventing irrigation auxiliary device for vegetable planting can reduce the obstruction to the planting user during working to the maximum extent through the hidden design, and improve the working smoothness; through the design of automatically increasing the ditch height, can be when the water level increases in the ditch, automatically improve the height of ditch, prevent the overflow, very big improvement among the prior art because of the rivers excessive problem that the ditch highly fixed probably leads to, avoided certain loss of property, indirect improvement the income of planting the family.

Drawings

FIG. 1 is a cross-sectional view of a connection structure according to the present invention;

FIG. 2 is a schematic diagram of the movement traces of the structures in FIG. 1 according to the present invention;

FIG. 3 is an enlarged view of a portion of FIG. 1 in accordance with the present invention;

FIG. 4 is a schematic diagram of the movement traces of the structures shown in FIG. 3 according to the present invention;

FIG. 5 is a schematic view of the connection structure of the anti-overflow mechanism of the present invention;

fig. 6 is a schematic diagram of the motion trajectory of each structure in fig. 5 according to the present invention.

In the figure: 1. a dam body; 2. a cement channel; 3. an overflow aperture; 4. a reinforcing block; 5. a transition zone; 6. a cover plate; 7. an anti-overflow mechanism; 71. a water-insulating shell; 72. an overflow pipe; 73. an anti-overflow plate; 74. a push block; 75. a water sealing block; 76. retaining walls; 77. a support leg; 78. an anti-drop block;

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

Please refer to fig. 1-6:

this hidden and overflow-preventing's vegetable planting is with irrigating auxiliary device includes dam body 1, cement canal 2, overflow hole 3, reinforcing block 4, transition zone 5, apron 6, anti-overflow mechanism 7.

The overflow preventing mechanism 7 includes a water insulating casing 71, an overflow pipe 72, an overflow preventing plate 73, a pushing block 74, a water sealing block 75, a retaining wall 76, a leg 77, and an anti-falling block 78.

The positions and the connection relations of the structures are as follows:

the inside fixedly connected with cement canal 2 of dam body 1, overflow hole 3 has been seted up to the inside of cement canal 2, and the outside fixedly connected with anchor block 4 of cement canal 2, the outside of anchor block 4 are provided with transition zone 5, and the top swing joint of transition zone 5 has apron 6, and the outside of transition zone 5 is provided with anti-overflow mechanism 7.

The spill-proof mechanism 7 comprises a water-proof shell 71, a spill pipe 72 is fixedly connected to the outer side of the water-proof shell 71, a spill plate 73 is movably connected to the inner side of the water-proof shell 71, a pushing block 74 is fixedly connected to the outer side of the spill plate 73, a water-sealing block 75 is fixedly connected to the inner side of the water-proof shell 71, a retaining wall 76 is movably connected to the outer side of the spill plate 73, supporting legs 77 are movably connected to the outer side of the retaining wall 76, and a drop-proof block 78 is arranged on the back of the retaining.

Wherein:

a. as long as the material of cement canal 2 is waterproof cement, its inside reinforcing bar net that is provided with, whole cross-sectional shape is isosceles trapezoid, and the top height flushes with the top of dam body 1. The maximum travel of spill plate 73 is the same as the maximum travel of retaining wall 76.

b. The transition area 5 is of a hollow structure, and the height of the transition area is flush with the tops of the dam body 1 and the cement channel 2; the reinforcing blocks 4 are provided with two groups, each group is of two blocky structures, four water passing grooves which are symmetrically distributed are arranged between the transition area 5 and the reinforcing blocks 4, and the positions of the four water passing grooves correspond to the positions of the four overflow holes 3 respectively and are communicated with each other.

c. The number of the overflow holes 3 is four, the four overflow holes are respectively and uniformly and symmetrically distributed on the left side wall and the right side wall of the cement channel 2, and the number of the overflow holes 3 on each side wall is two; the overflow aperture 3 has an oblique upward angle of inclination.

Wherein:

d. the main material of the water insulation shell 71 is hydrophobic material, and the shape is U-shaped; the overflow pipe 72 has an S-shaped tubular structure with a top level with the inner top of the transition area 5 and a bottom penetrating and extending to the bottom of the water-insulating case 71. Outside the wall 76 and inside the dam 1 is a cavity having a width less than the fully deployed width of the legs 77.

e. The spill plate 73 is made of hydrophobic and buoyant material, and has a trapezoidal bottom; the water sealing block 75 has a trapezoidal shape and is located at the inner top of the water insulating case 71 with its inclined surface corresponding to that of the spill plate 73.

f. The width of the push block 74 is greater than the distance between the spill plate 73 and the retaining wall 76. The leg 77 includes two parts, a rod-like structure which is movably hinged to the retaining wall 76, and a return spring which is located between the retaining wall 76 and the rod-like structure and is connected to each other.

When the overflow device is used, water is drained into the cement channel 2 in an initial state, and as the four overflow holes 3 are arranged, the four overflow holes are respectively uniformly and symmetrically distributed on the left side wall and the right side wall of the cement channel 2, and the number of the overflow holes 3 on each side wall is two; the overflow aperture 3 has an oblique upward angle of inclination. The transition area 5 is of a hollow structure, and the height of the transition area is flush with the tops of the dam body 1 and the cement channel 2; the reinforcing blocks 4 are provided with two groups, each group is of two blocky structures, four water passing grooves which are symmetrically distributed are arranged between the transition area 5 and the reinforcing blocks 4, the positions of the four water passing grooves correspond to the positions of the four overflow holes 3 respectively and are communicated with each other, and therefore water can enter the transition area 5 through the overflow holes 3 along with the rise of the water level.

The main material of the water insulation shell 71 is hydrophobic material, and the shape is U-shaped; the overflow pipe 72 has an S-shaped tubular structure, the height of the top of the overflow pipe is equal to the height of the inner top of the transition area 5, and the bottom of the overflow pipe penetrates and extends to the bottom of the water-proof shell 71, so that the water level in the transition area 5 and the cement canal 2 is increased synchronously in the initial state and the continuous drainage process, and when the water level is increased to be level with the top of the overflow pipe 72, the water enters the water-proof shell 71 through the overflow pipe 72.

The spill plate 73 is made of hydrophobic and buoyant material, and the bottom of the spill plate is trapezoidal; the water sealing block 75 is trapezoidal and located at the inner top of the water-proof shell 71, and the inclined surface of the water sealing block corresponds to the inclined surface of the spill plate 73, so that the spill plate 73 moves back upwards under the buoyancy of water and drives the push block 74 to move synchronously and in the same direction. Since the maximum stroke of the spill plate 73 is the same as that of the retaining wall 76, and a cavity having a width smaller than the fully expanded width of the leg 77 is provided outside the retaining wall 76 and inside the dam 1, the leg 77 is contracted in an initial state and has a height lower than the top height of the dam 1 and the cement channel 2. With the upward movement of the spill plate 73 and the push block 74, the push block 74 moves into contact with the retaining wall 76 and then brings the retaining wall 76 into synchronous upward movement.

Because the maximum stroke of the spill plate 73 is the same as that of the retaining wall 76, the water sealing block 75 is trapezoidal and is located at the inner top of the water-proof shell 71, and the inclined surface of the water sealing block corresponds to that of the spill plate 73, when the spill plate 73 moves to contact with the water sealing block 75, the movement is stopped, at this time, the retaining wall 76 moves until the supporting leg 77 is separated from the dam body 1, and the supporting leg 77 is completely unfolded under the action of the return spring, so that the spill plate 73 can be supported and stabilized. At this time, the overflow preventing plate 73 is completely unfolded and higher than the dam body 1 and the cement canal 2, and the overflow preventing effect is achieved.

When the water level in the cement canal 2 drops and disappears completely, the water in the water-insulating housing 71 starts to evaporate gradually as time goes up, i.e., the water level inside the water-insulating housing 71 decreases gradually, and at this time the spill plate 73 falls gradually. At this time, the supporting leg 77 is still at the original position and needs to be manually restored, so that the grower can be reminded of which area has a problem in the irrigation water amount.

The structure and process are described with reference to FIGS. 1-6.

The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.

Claims

1. The utility model provides a hidden and anti-overflow's vegetable planting is with irrigating auxiliary device, includes dam body (1), its characterized in that: a cement channel (2) is fixedly connected to the interior of the dam body (1), an overflow hole (3) is formed in the cement channel (2), a reinforcing block (4) is fixedly connected to the outer side of the cement channel (2), a transition area (5) is arranged on the outer side of the reinforcing block (4), a cover plate (6) is movably connected to the top of the transition area (5), and an anti-overflow mechanism (7) is arranged on the outer side of the transition area (5);

anti-overflow mechanism (7) are including water proof shell (71), outside fixedly connected with overflow pipe (72) of water proof shell (71), this swing joint in the inside of water proof shell (71) has anti-overflow board (73), the outside regulation of anti-overflow board (73) is connected with ejector pad (74), the inside fixedly connected with of water proof shell (71) seals water piece (75), the outside swing joint of anti-overflow board (73) has barricade (76), the outside swing joint of barricade (76) has landing leg (77), anti-disengaging piece (78) have been seted up at the back of barricade (76).

2. The concealed and overflow-proof irrigation assisting device for vegetable planting according to claim 1, wherein: the cement channel (2) is made of waterproof cement, a reinforcing steel bar reinforcing net is arranged in the cement channel, the whole cross section is in an isosceles trapezoid shape, and the top height of the cement channel is flush with the top of the dam body (1).

3. The concealed and overflow-proof irrigation assisting device for vegetable planting according to claim 1, wherein: the number of the overflow holes (3) is four, the four overflow holes are uniformly and symmetrically distributed on the left side wall and the right side wall of the cement channel (2), and the number of the overflow holes (3) on each side wall is two; the overflow holes (3) have an obliquely upward inclination angle.

4. The concealed and overflow-proof irrigation assisting device for vegetable planting according to claim 1, wherein: the transition area (5) is of a hollow structure, and the height of the transition area is flush with the tops of the dam body (1) and the cement channel (2); the reinforcing blocks (4) are provided with two groups, each group is of two blocky structures, four water passing grooves which are symmetrically distributed are arranged between the transition area (5) and the reinforcing blocks (4), and the positions of the four water passing grooves correspond to the positions of the four overflow holes (3) respectively and are communicated with each other.

5. The concealed and overflow-proof irrigation assisting device for vegetable planting according to claim 1, wherein: the main material of the water insulation shell (71) is hydrophobic material, and the shape of the water insulation shell is U-shaped; the overflow pipe (72) is in an S-shaped tubular structure, the height of the top of the overflow pipe is equal to that of the inner top of the transition area (5), and the bottom of the overflow pipe penetrates through the bottom of the water insulation shell (71) and extends to the bottom of the water insulation shell.

6. The concealed and overflow-proof irrigation assisting device for vegetable planting according to claim 1, wherein: the spill plate (73) is mainly made of hydrophobic materials and provided with buoyancy materials, and the bottom of the spill plate is trapezoidal; the water sealing block (75) is trapezoidal and is positioned at the inner top of the water insulation shell (71), and the inclined surface of the water sealing block corresponds to the inclined surface of the spill plate (73).

7. The concealed and overflow-proof irrigation assisting device for vegetable planting according to claim 1, wherein: the width of the push block (74) is larger than the distance between the spill plate (73) and the retaining wall (76).