CN215629760U - Water channel capable of saving water delivery in arid area - Google Patents
Water channel capable of saving water delivery in arid area Download PDFInfo
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- CN215629760U CN215629760U CN202120748968.8U CN202120748968U CN215629760U CN 215629760 U CN215629760 U CN 215629760U CN 202120748968 U CN202120748968 U CN 202120748968U CN 215629760 U CN215629760 U CN 215629760U
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Abstract
A water channel capable of saving water delivery in arid areas belongs to the technical field of agricultural irrigation water channels and is used for preventing leakage and evaporation of the water channel. The technical scheme is as follows: the bottom surface and the side of the corrugated steel channel are respectively formed by connecting a plurality of corrugated steel plates, the directions of the wave crests and the wave troughs of the corrugated steel plates forming the bottom surface and the side surface of the corrugated steel channel are consistent with the length direction of the corrugated steel channel, the corrugated steel cover plate is positioned above the corrugated steel channel, the two ends of the corrugated steel cover plate are respectively connected with the two sides of the corrugated steel channel, the corrugated steel cover plate is in an arc shape which is bent upwards, and the directions of the wave crests and the wave troughs of the corrugated steel plates forming the corrugated steel cover plate are perpendicular to the length direction of the corrugated steel channel. The utility model has novel structure, convenient and quick construction and high water-saving efficiency, effectively avoids leakage and evaporation during water delivery, can reduce the loss of water delivery by 8-10 percent, saves valuable water resources, can be disassembled and reused, reduces construction cost and can quickly repair damaged cement channels.
Description
Technical Field
The utility model relates to a non-leakage and non-evaporation water-saving ditch applicable to arid regions, belonging to the technical field of agricultural irrigation ditches.
Background
The water delivery canal is an important infrastructure for agricultural production, particularly in arid areas, and the canal is a life line for the development of agricultural production. In the water delivery process of the traditional water channel, a large amount of water permeates into the underground of the water channel, so that the water delivery is seriously lost. At present, in order to save precious water resources, a leakage-free cement canal is vigorously constructed in arid areas, but cement pipelines need to be laid on the cement canal, the construction quantity is large, the cement canal cannot be dismantled after being laid, the path cannot be changed according to the production requirement, and irrigation channels cannot be increased temporarily. In addition, the cement canal is easy to break, leak and the like under natural conditions, water flow needs to be cut off and water delivery is stopped during repair, the water delivery is seriously affected, and no good solution exists at present. In view of the foregoing, there is a need in arid areas for improvements to existing conventional and cement channels.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem of providing a water channel capable of saving water in arid areas, which can avoid leakage and evaporation during water delivery, save valuable water resources, is convenient and quick to construct, can be disassembled and reused, reduces construction cost and can quickly repair damaged cement water channels.
The technical scheme for solving the technical problems is as follows:
a water channel capable of saving water delivery in arid areas comprises a corrugated steel channel and a corrugated steel cover plate, wherein the corrugated steel channel consists of a bottom surface and a side surface, the bottom surface and the side surface of the corrugated steel channel are respectively formed by connecting corrugated steel plates, the directions of wave crests and wave troughs of the corrugated steel plates forming the bottom surface and the side surface of the corrugated steel channel are consistent with the length direction of the corrugated steel channel, the bottom surface and the side surface of the corrugated steel channel are formed by continuously splicing a plurality of corrugated steel plates in the length direction, the bottom surface and the side surface of the corrugated steel channel are formed by bending one corrugated steel plate or connecting a plurality of corrugated steel plates in the direction vertical to the length direction, the corrugated steel cover plate is positioned above the corrugated steel channel, the two ends of the corrugated steel cover plate are respectively connected with the two sides of the corrugated steel channel, the corrugated steel cover plate is in an upward bent arc shape, and the directions of the wave crests and the wave troughs of the corrugated steel plates forming the corrugated steel cover plate are vertical to the length direction of the corrugated steel channel, the corrugated steel cover plate is formed by continuously splicing a plurality of corrugated steel plates along the length direction of the corrugated steel channel, and the corrugated steel cover plate is formed by bending one corrugated steel plate or connecting a plurality of corrugated steel plates in the length direction vertical to the corrugated steel channel.
Above-mentioned arid area can practice thrift the ditch of water delivery, the side upper end of corrugated steel channel both sides is connected with the last plane that the level was placed respectively, goes up the plane and for laying the canal ridge or the subaerial corrugated steel board in corrugated steel channel both sides, goes up to be fixed with anti-skidding stake on the planar corrugated steel board, and a plurality of anti-skidding stakes distribute along the length direction of corrugated steel channel, and a plurality of anti-skidding stakes pass the planar corrugated steel board perpendicularly downwards and squeeze into canal ridge or ground.
The channel for water delivery in arid areas can be saved, the corrugated steel plates forming the bottom surface and the side surfaces of the corrugated steel channel adopt a connection mode that the front end of the corrugated steel plate at the back is pressed at the back end of the corrugated steel plate at the splicing part, the corrugated steel plates are connected by using bolts, and the connection gaps between the adjacent corrugated steel plates are sealed by using sealing materials.
The channel capable of saving water in the arid area is characterized in that flanges are respectively welded at the ends of the two connecting steel plates at the splicing part of the corrugated steel plates forming the bottom surface and the side surface of the corrugated steel channel, the connecting flanges of the two connecting steel plates are relatively connected by bolts, and the connecting gap after connection is sealed by using a sealing material.
The utility model has the beneficial effects that:
the bottom surface and the side surface of the water channel are assembled by adopting the corrugated steel plate combination, and the assembled joint is sealed, so that the flowing water leakage can be effectively prevented; the corrugated steel cover plate covers the upper part of the water channel, so that the evaporation capacity of water can be greatly reduced in arid and hot areas; the assembled structure of the corrugated steel plates can be manufactured in a workshop and transported to a construction site for on-site assembly, the construction speed is high, the working efficiency is high, the construction can be carried out in winter, and the problem that the construction of a cement channel is difficult in winter is solved; the corrugated steel plate has smooth surface, good water flow passing performance, remarkably reduced silt retention, and convenient maintenance work such as maintenance, desilting and the like; the surface of the corrugated steel plate is galvanized, other non-metal coatings can be added, and the service life is long; the corrugated steel plate structure can be quickly installed and disassembled, is suitable for changing the laying position of a water channel and temporarily laying a water delivery channel, and is beneficial to reducing the construction cost; the old cement channel can be repaired, the water supply of the channel is not influenced, and the construction is simple and convenient.
The utility model has novel structure, convenient and quick construction and high water-saving efficiency, effectively avoids leakage and evaporation during water delivery, can reduce the loss of water delivery by 8-10 percent, can greatly improve the problems of low utilization rate of canal water, large change of irrigation diversion flow, frost heaving, silt siltation and the like at present, and provides technical support for agricultural development in arid regions and urban long-distance water delivery.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic structural view of the restoration of an old cement canal.
The figures are labeled as follows: the anti-skid concrete ditch comprises a corrugated steel ditch 1, a corrugated steel cover plate 2, a bottom surface 3, a side surface 4, an upper plane 5, an anti-skid pile 6 and a cement ditch 7.
Detailed Description
The utility model consists of a corrugated steel channel 1, a corrugated steel cover plate 2 and an anti-skid pile 6.
Fig. 1 shows that the corrugated steel channel 1 consists of a floor 3 and side surfaces 4. The bottom surface 3 and the side surface 4 of the corrugated steel channel 1 are respectively formed by connecting corrugated steel plates, and the directions of wave crests and wave troughs of the corrugated steel plates forming the bottom surface 3 and the side surface 4 of the corrugated steel channel 1 are consistent with the length direction of the corrugated steel channel 1, so that the water flow passing performance can be improved, and the sand retention is obviously reduced. Fig. 1 shows that the bottom surface 3 and the side surface 4 of the corrugated steel canal 1 are formed by continuously splicing a plurality of corrugated steel plates in the length direction. The bottom surface 3 and the side surface 4 of the corrugated steel channel 1 are formed by bending a corrugated steel plate in the direction vertical to the length direction, and are suitable for a water channel with smaller width, or are formed by connecting a plurality of corrugated steel plates and are suitable for a water channel with larger width.
Fig. 1 shows that the corrugated steel plates of the bottom surface 3 and the side surfaces 4 are connected at the splicing position by adopting a connection mode that the front end of the corrugated steel plate at the back is pressed against the rear end of the corrugated steel plate at the front, a bolt connection structure is used between the corrugated steel plates, and the connection gap between the adjacent corrugated steel plates is sealed by using a sealing material, so that the leakage of moisture can be effectively prevented.
In another structure of the corrugated steel plates of the bottom surface 3 and the side surface 4 at the splicing position, flanges are respectively welded at the ends of two connecting steel plates of the corrugated steel plates of the bottom surface 3 and the side surface 4 at the splicing position, the connecting flanges of the two connecting steel plates are relatively connected by bolts during field construction, and a connecting gap after connection is sealed by using a sealing material.
Fig. 1 shows that the upper ends of the side surfaces 4 at the two sides of the corrugated steel channel 1 are respectively connected with an upper plane 5 which is horizontally placed, the upper plane 5 is a channel ridge or an above-ground corrugated steel plate which is laid at the two sides of the corrugated steel channel 1, anti-skid piles 6 are fixed on the corrugated steel plate of the upper plane 5, the anti-skid piles 6 are distributed along the length direction of the corrugated steel channel 1, and the anti-skid piles 6 vertically penetrate through the corrugated steel plate of the upper plane 5 downwards to be driven into the channel ridge or the ground. The anti-slip piles 6 can fix the corrugated steel plates to prevent the corrugated steel plates from sliding.
Fig. 1 shows that corrugated steel apron 2 is located the top of corrugated steel channel 1, corrugated steel apron 2's both ends are connected with corrugated steel channel 1's both sides respectively, corrugated steel apron 2 is the arc of kickup, the direction that constitutes corrugated steel plate's of corrugated steel apron 2 crest and trough is perpendicular with corrugated steel channel 1's length direction, corrugated steel apron 2 is being spliced in succession by the polylith corrugated steel plate along corrugated steel channel 1's length direction and is constituting, corrugated steel apron 2 is buckled by a corrugated steel plate on the length direction of perpendicular to corrugated steel channel 1 and is constituteed, or is connected by the polylith corrugated steel plate and constitutes, these two kinds of circumstances are applicable to the ditch that the width is less and the great ditch of width respectively.
Fig. 2 shows that when the old cement canal 7 needs to be repaired, the assembled corrugated steel canal 1 can be directly placed above the cement canal 7 for fixing, and then the corrugated steel cover plate 2 is covered on the corrugated steel canal 1, so that the old cement canal 7 can be repaired. In the process, water flow does not need to be cut off, the water delivery is not influenced, but parameters such as the area, the angle and the like of the bottom surface and the side surface of the old cement ditch 7 need to be accurately calculated, so that the assembled corrugated steel ditch 1 can be well covered above the cement ditch 7.
One embodiment of the utility model is as follows:
the width of the bottom 3 of the corrugated steel channel 1 is 1360mm, the width of the side surface 4 is 1360mm, the included angle between the bottom 3 and the side surface 4 is 45 degrees, the width of the bottom 3 is spliced by 1 corrugated steel plate, the width of the side surface 4 is spliced by 1 corrugated steel plate, and the width of the upper plane 5 is 300-500 mm;
the width of the corrugated steel cover plate 2 is 3600mm, and the width direction of the corrugated steel cover plate 2 is connected by 2 corrugated steel plates;
the diameter of the anti-slip pile 6 is 20-50 mm, and the length is 2-5 m.
Claims (4)
1. The utility model provides a drought area can practice thrift canal of water delivery which characterized in that: the corrugated steel channel comprises a corrugated steel channel (1) and a corrugated steel cover plate (2), wherein the corrugated steel channel (1) consists of a bottom surface (3) and a side surface (4), the bottom surface (3) and the side surface (4) of the corrugated steel channel (1) are respectively formed by connecting corrugated steel plates, the directions of wave crests and wave troughs of the corrugated steel plates forming the bottom surface (3) and the side surface (4) of the corrugated steel channel (1) are consistent with the length direction of the corrugated steel channel (1), the bottom surface (3) and the side surface (4) of the corrugated steel channel (1) are formed by continuously splicing a plurality of corrugated steel plates in the length direction, the bottom surface (3) and the side surface (4) of the corrugated steel channel (1) are formed by bending one corrugated steel plate in the direction perpendicular to the length direction or are formed by connecting a plurality of corrugated steel plates, the corrugated steel cover plate (2) is positioned above the corrugated steel channel (1), and two ends of the corrugated steel cover plate (2) are respectively connected with two sides of the corrugated steel channel (1), corrugated steel apron (2) are the arc of kickup, and the direction that constitutes corrugated steel plate's of corrugated steel apron (2) crest and trough is perpendicular with the length direction of corrugated steel channel (1), and corrugated steel apron (2) are being spliced in succession by the polylith corrugated steel plate along the length direction of corrugated steel channel (1) and are constituting, and corrugated steel apron (2) are buckled by a corrugated steel plate and are constituteed on the length direction of perpendicular to corrugated steel channel (1), or are connected by the polylith corrugated steel plate and constitute.
2. The water channel capable of saving water in the arid region according to claim 1, wherein: the utility model discloses a corrugated steel channel, including corrugated steel channel (1), it is fixed with anti-skidding stake (6) on the corrugated steel plate of going up plane (5) for laying the canal ridge or the subaerial corrugated steel plate in corrugated steel channel (1) both sides respectively to be connected with last plane (5) that the level was placed on side (4) the both sides of corrugated steel channel (1), go up plane (5), a plurality of anti-skidding stakes (6) distribute along the length direction of corrugated steel channel (1), and the corrugated steel plate that a plurality of anti-skidding stakes (6) passed plane (5) perpendicularly downwards squeezes into canal ridge or ground.
3. The water channel capable of saving water in the arid region according to claim 1, wherein: the corrugated steel plates forming the bottom surface (3) and the side surfaces (4) of the corrugated steel channel (1) adopt a connection mode that the front end of the corrugated steel plate at the back is pressed at the back end of the corrugated steel plate at the splicing part, the corrugated steel plates are connected by bolts, and the connection gaps between the adjacent corrugated steel plates are sealed by sealing materials.
4. The water channel capable of saving water in the arid region according to claim 1, wherein: flanges are respectively welded at the ends of the two connecting steel plates at the splicing position of the corrugated steel plates forming the bottom surface (3) and the side surface (4) of the corrugated steel channel (1), the connecting flanges of the two connecting steel plates are relatively connected by bolts, and the connecting gap after connection is sealed by using a sealing material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120748968.8U CN215629760U (en) | 2021-04-13 | 2021-04-13 | Water channel capable of saving water delivery in arid area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120748968.8U CN215629760U (en) | 2021-04-13 | 2021-04-13 | Water channel capable of saving water delivery in arid area |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215629760U true CN215629760U (en) | 2022-01-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120748968.8U Active CN215629760U (en) | 2021-04-13 | 2021-04-13 | Water channel capable of saving water delivery in arid area |
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| Country | Link |
|---|---|
| CN (1) | CN215629760U (en) |
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2021
- 2021-04-13 CN CN202120748968.8U patent/CN215629760U/en active Active
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