An anti-seepage channel construction structure for a water-saving project of an irrigation district

Abstract

The utility model provides a kind of anti-seepage channel construction structure of irrigation area water-saving project, relate to water channel construction technical field.The anti-seepage channel construction structure of irrigation area water-saving project, including first laying channel block, the outer wall of first laying channel block is inserted with second laying channel block.The utility model in need improves the shielding protection effect of anti-collapse layer after construction, and improves the anti-seismic buffering effect of water channel under daily use, insert rod is inserted into the inner side wall of connecting block, and rotate bolt is limited by the limiting effect of mounting nut, so that bolt is inserted into the inner wall of clamping groove, so that baffle and anti-collapse layer surface are fixed closely, and when telescopic column is extruded, it will drive telescopic column to slide along the inner wall of fixed column synchronously, and reciprocating extrusion force is generated to extrusion ball, reach the effect of force relief to the force received by telescopic column, improve the daily use life of water channel of irrigation area water-saving construction.

Description

Technical Field

[0001] This application relates to the field of water channel construction technology, and in particular to a seepage-proof channel construction structure for water-saving irrigation projects. Background Technology

[0002] With the development of irrigated agriculture, water consumption has increased year by year, and the contradiction between agricultural irrigation supply and demand has become increasingly prominent. As a result, a large number of irrigation district projects have been added. As the most important part of irrigation district projects, water conservation in canals has become an important aspect of water-saving irrigation. At present, anti-seepage construction has been well applied to canal construction, especially the construction of large canals, which all use anti-seepage lining technology.

[0003] While existing water-saving irrigation canals can effectively divert water to the irrigation area during construction, the anti-collapse layer is often directly exposed during the laying of canal blocks. The protection provided to the anti-collapse layer after construction is inadequate, resulting in prolonged exposure to erosion and damage, thus reducing its lifespan. Furthermore, the canals lack adequate auxiliary support and buffering during daily use, reducing the scouring pressure on the canal surface and further shortening its lifespan. Utility Model Content

[0004] This application provides a construction structure for seepage-proof channels in irrigation area water-saving projects to solve the problems that the anti-collapse layer is often directly exposed to the outside, the anti-collapse layer surface protection effect after construction is not high, and the auxiliary support and buffering effect of the water channel is not good during daily use, thus reducing the scouring pressure of water flow on the surface of the water channel.

[0005] This application provides a seepage-proof channel construction structure for a water-saving irrigation project, including a first laying channel block, a second laying channel block inserted into the outer wall of the first laying channel block, a screw fixedly connected to the top of the first laying channel block, a support layer that fits against the surface of the first laying channel block inserted into the outer wall of the screw, an anti-collapse layer that fits against the surface of the support layer inserted into the outer wall of the screw, a fastening nut that fits against the surface of the anti-collapse layer threadedly connected to the outer wall of the screw, an insert block fixedly connected to the outer wall of the first laying channel block, a slot provided at the connection between the outer wall of the second laying channel block and the insert block, a connecting block fixedly connected to the outer wall of the first laying channel block, an insert rod inserted into the outer wall of the connecting block, and a baffle that fits against the surface of the anti-collapse layer fixedly connected to the outer wall of the insert rod.

[0006] Preferably, a first insertion hole is provided at the connection between the outer wall of the support layer and the screw, and a second insertion hole is provided at the connection between the outer wall of the anti-collapse layer and the screw.

[0007] Preferably, the inner wall of the connecting block is provided with a connecting groove at the connection point between it and the insertion rod.

[0008] Preferably, the outer wall of the connecting block is provided with a mounting nut, and the inner wall of the mounting nut is threaded with a bolt that is slidably connected to the outer wall of the insertion rod.

[0009] Preferably, a groove is provided at the connection point between the outer wall of the insertion rod and the bolt.

[0010] Preferably, a fixed column is provided inside the first paving block, and the inner wall of the fixed column is slidably connected to a telescopic column that fits against the bottom of the support layer.

[0011] Preferably, the bottom of the telescopic column is fixedly connected to an extrusion ball that is fixedly connected to the inner wall of the fixed column, and the fixed columns are distributed in a straight line inside the first paving block.

[0012] Beneficial effects:

[0013] While existing water-saving irrigation canals can effectively divert water to the irrigation area during construction, the anti-collapse layer is often directly exposed during canal construction. This results in poor surface protection of the anti-collapse layer after construction, leading to erosion damage during prolonged exposure and reduced lifespan. Furthermore, the canals lack adequate auxiliary support and buffering during daily use, reducing the scouring pressure on the canal surface and further shortening their lifespan.

[0014] To improve the shielding and protection effect of the anti-collapse layer after construction and to enhance the seismic buffering effect of the irrigation channel during daily use, the insertion rod is inserted into the inner wall of the connecting block, and the bolt is rotated. Through the limiting action of the installation nut, the bolt is inserted into the inner wall of the slot, so that the baffle is tightly attached to the surface of the anti-collapse layer. When the expansion column is squeezed, it will drive the expansion column to slide synchronously along the inner wall of the fixed column, and generate a reciprocating squeezing force on the compression ball, thereby achieving the effect of relieving the force on the expansion column and improving the daily service life of the irrigation channel constructed for water conservation in the irrigation area.

[0015] The above description is merely an overview of the technical solutions of the embodiments of this application. In order to better understand the technical means of the embodiments of this application and to implement them in accordance with the contents of the specification, and to make the above and other objects, features and advantages of the embodiments of this application more obvious and understandable, specific implementation methods of this application are described below. Attached Figure Description

[0016] To more clearly illustrate the technical solutions of the embodiments of this application, the drawings used in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are some embodiments of this application. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0017] Figure 1 This is a schematic diagram of the overall structure of a seepage-proof channel construction structure for a water-saving irrigation project according to this utility model.

[0018] Figure 2 This is a schematic diagram showing the distribution of the insertion blocks and slots in the construction structure of an anti-seepage channel for a water-saving irrigation project according to this utility model.

[0019] Figure 3 This is a schematic diagram of the slot distribution structure of the anti-seepage channel construction structure for a water-saving irrigation project according to this utility model.

[0020] Figure 4 This is a schematic diagram showing the distribution of the first and second insertion holes in the construction structure of an anti-seepage channel for a water-saving irrigation project according to this utility model.

[0021] Figure 5 This is a schematic diagram of the fixed column location distribution structure of the seepage prevention channel construction structure for a water-saving irrigation project according to this utility model.

[0022] Figure 6 This utility model relates to a construction structure for an anti-seepage channel in an irrigation area water-saving project. Figure 5 A magnified structural diagram at point A in the diagram.

[0023] Explanation of reference numerals in the attached figures:

[0024] 1. First laying block; 2. Second laying block; 3. Support layer; 4. Anti-collapse layer; 5. Screw; 6. Fastening nut; 7. First insertion hole; 8. Second insertion hole; 9. Connecting block; 10. Insert rod; 11. Mounting nut; 12. Bolt; 13. Slot; 14. Baffle; 15. Fixing post; 16. Telescopic post; 17. Extrusion ball; 18. Insert block; 19. Slot. Detailed Implementation

[0025] To make the objectives, technical solutions, and advantages of the embodiments of this application clearer, the technical solutions of the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, not all embodiments. Based on the embodiments of this application, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this application.

[0026] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application pertains; the terminology used herein in the specification of the application is for the purpose of describing particular embodiments only and is not intended to limit the application; the terms “comprising” and “having”, and any variations thereof, in the specification, claims and drawings of this application are intended to cover non-exclusive inclusion.

[0027] The term "embodiment" as used herein means that a particular feature, structure, or characteristic described in connection with an embodiment may be included in at least one embodiment of this application. The appearance of the phrase "embodiment" in various places throughout the specification does not necessarily refer to the same embodiment, nor is it a separate or alternative embodiment mutually exclusive with other embodiments. It will be explicitly and implicitly understood by those skilled in the art that the embodiments described herein can be combined with other embodiments.

[0028] The directional terms appearing in the following description refer to the directions shown in the figures and are not intended to limit the specific structure of this application. For example, in the description of this application, terms such as "center," "longitudinal," "lateral," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," and "circumferential" indicate the orientation or positional relationship based on the orientation or positional relationship shown in the figures. They are used only for the convenience of describing this application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this application.

[0029] In the description of this application, it should be noted that, unless otherwise expressly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, "connection" or "joining" in mechanical structures can refer to a physical connection, such as a fixed connection, for example, a connection fixed by fasteners, such as a connection fixed by screws, bolts, or other fasteners; a physical connection can also be a detachable connection, such as a snap-fit ​​or interlocking connection; a physical connection can also be an integral connection, such as a connection formed by welding, bonding, or integral molding. Those skilled in the art can understand the specific meaning of the above terms in this application based on the specific circumstances.

[0030] To enable those skilled in the art to better understand the present application, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings.

[0031] This utility model provides, for example Figure 1-6The diagram illustrates a seepage-proof channel construction structure for a water-saving irrigation project, comprising a first laying channel block 1, a second laying channel block 2 inserted into the outer wall of the first laying channel block 1, a screw rod 5 fixedly connected to the top of the first laying channel block 1, a support layer 3 inserted into the outer wall of the screw rod 5 and conforming to the surface of the first laying channel block 1, an anti-collapse layer 4 inserted into the outer wall of the screw rod 5 and conforming to the surface of the support layer 3, a fastening nut 6 threadedly connected to the outer wall of the screw rod 5 and conforming to the surface of the anti-collapse layer 4, an insert block 18 fixedly connected to the outer wall of the first laying channel block 1, a slot 19 provided at the connection between the outer wall of the second laying channel block 2 and the insert block 18, a connecting block 9 fixedly connected to the outer wall of the first laying channel block 1, an insert rod 10 inserted into the outer wall of the connecting block 9, and a baffle 14 fixedly connected to the outer wall of the insert rod 10 and conforming to the surface of the anti-collapse layer 4.

[0032] The outer wall of the support layer 3 is provided with a first insertion hole 7 at the connection between it and the screw 5, and the outer wall of the anti-collapse layer 4 is provided with a second insertion hole 8 at the connection between it and the screw 5.

[0033] This facilitates the pre-installation of the support layer 3 and the anti-collapse layer 4 through the setting of the first socket 7 and the second socket 8.

[0034] The inner wall of the connecting block 9 and the connection part of the insertion rod 10 are provided with a connecting groove.

[0035] This facilitates the pre-installation of the connecting block 9 and the insertion rod 10 by opening the connecting groove.

[0036] The outer wall of the connecting block 9 is provided with a mounting nut 11, and the inner wall of the mounting nut 11 is threaded with a bolt 12 that is slidably connected to the outer wall of the insertion rod 10.

[0037] The use of bolts 12 and mounting nuts 11 facilitates the tightening of the insertion rod 10 after pre-installation.

[0038] The outer wall of the insertion rod 10 is provided with a slot 13 at the connection between it and the bolt 12.

[0039] The groove 13 is provided at the connection point between the outer wall of the insert rod 10 and the bolt 12, which helps to improve the stability of the baffle 14 in shielding and protecting the anti-collapse layer 4.

[0040] Among them, the first paving block 1 is provided with a fixed column 15 inside, and the inner wall of the fixed column 15 is slidably connected with a telescopic column 16 that fits against the bottom of the support layer 3.

[0041] The installation of the telescopic column 16 helps to buffer and support the force on the first paved channel block 1.

[0042] The bottom of the telescopic column 16 is fixedly connected to an extrusion ball 17 which is fixedly connected to the inner wall of the fixed column 15. The fixed columns 15 are distributed in a straight line inside the first paving block 1.

[0043] The setting of the extrusion ball 17 facilitates the reciprocating extrusion of the telescopic column 16.

[0044] Working principle: When using this anti-seepage channel construction structure for water-saving irrigation projects, to improve the shielding and protection effect of the anti-collapse layer 4 after construction and to improve the seismic buffering effect of the water channel in daily use, the insertion rod 10 is inserted into the inner wall of the connecting block 9, and the bolt 12 is rotated. Through the limiting action of the mounting nut 11, the bolt 12 is inserted into the inner wall of the slot 13, so that the baffle 14 is tightly attached and fixed to the surface of the anti-collapse layer 4. When the telescopic column 16 is squeezed, it will drive the telescopic column 16 to slide synchronously along the inner wall of the fixed column 15, and generate a reciprocating squeezing force on the squeezing ball 17, thereby achieving the effect of relieving the force on the telescopic column 16 and improving the daily service life of the water channel in the water-saving irrigation project.

[0045] The above-described embodiments are only used to illustrate the technical solutions of this application, and are not intended to limit them. Although this application has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some of the technical features. Such modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the spirit and scope of the technical solutions of the embodiments of this application.

Claims

1. A seepage-proof channel construction structure for a water-saving irrigation project, comprising a first laying channel block (1), characterized in that: A second paving block (2) is inserted into the outer wall of the first paving block (1). A screw (5) is fixedly connected to the top of the first paving block (1). A support layer (3) that fits against the surface of the first paving block (1) is inserted into the outer wall of the screw (5). An anti-collapse layer (4) that fits against the surface of the support layer (3) is inserted into the outer wall of the screw (5). A fastener that fits against the surface of the anti-collapse layer (4) is threaded onto the outer wall of the screw (5). Nut (6), the outer wall of the first paving block (1) is fixedly connected to the insert (18), the outer wall of the second paving block (2) and the insert (18) are provided with a slot (19), the outer wall of the first paving block (1) is fixedly connected to the connecting block (9), the outer wall of the connecting block (9) is inserted with a rod (10), and the outer wall of the rod (10) is fixedly connected to a baffle (14) that fits against the surface of the anti-collapse layer (4).

2. The seepage-proof channel construction structure for a water-saving irrigation project according to claim 1, characterized in that: The outer wall of the support layer (3) is provided with a first insertion hole (7) at the connection between it and the screw (5), and the outer wall of the anti-collapse layer (4) is provided with a second insertion hole (8) at the connection between it and the screw (5).

3. The seepage-proof channel construction structure for a water-saving irrigation project according to claim 1, characterized in that: A connecting groove is provided at the connection point between the inner wall of the connecting block (9) and the insertion rod (10).

4. The seepage-proof channel construction structure for a water-saving irrigation project according to claim 1, characterized in that: The outer wall of the connecting block (9) is provided with a mounting nut (11), and the inner wall of the mounting nut (11) is threaded with a bolt (12) that is slidably connected to the outer wall of the insert rod (10).

5. The seepage-proof channel construction structure for a water-saving irrigation project according to claim 4, characterized in that: A slot (13) is provided at the connection between the outer wall of the insertion rod (10) and the bolt (12).

6. The seepage-proof channel construction structure for a water-saving irrigation project according to claim 1, characterized in that: The first paving block (1) is provided with a fixed column (15) inside, and the inner wall of the fixed column (15) is slidably connected with a telescopic column (16) that fits against the bottom of the support layer (3).

7. The seepage-proof channel construction structure for a water-saving irrigation project according to claim 6, characterized in that: The bottom of the telescopic column (16) is fixedly connected to an extrusion ball (17) which is fixedly connected to the inner wall of the fixed column (15). The fixed column (15) is distributed in a straight line inside the first paving block (1).

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