Dam device

Abstract

The utility model discloses a dam device, which relates to the technical field of hydraulic engineering, and comprises a plurality of dam plates and connecting devices, the plurality of dam plates comprise a plurality of detachable dam units, and the adjacent dam plates are spliced through the connecting devices. The connecting device comprises a straight connecting stand column, a steering connecting stand column, a vertical connecting stand column, a turning connecting stand column and a four-direction connecting stand column, and the outer wall of the connecting device is fixedly connected with a tenon joint structure. The tenon joint structure is fixedly connected to the outer wall of the connecting device, the tenon joint structure comprises the tenon and the mortise, the tenon is matched with the mortise of the dam plate, the mortise of the tenon joint structure is matched with the tenon of the dam plate, the tenon is inserted into the mortise and is fixed through the fastening bolt during installation, splicing between the dam plates can be achieved conveniently, and the assembly efficiency is improved. And the situation that when the connecting device is installed, the connecting dam plate is broken by means of mechanical power is avoided.

Description

Technical Field

[0001] This utility model relates to the field of water conservancy engineering technology, and in particular to a dam device. Background Technology

[0002] Dams are hydraulic structures used to block water flow, prevent flooding, or guide water flow. They play a crucial role in water conservancy projects, protecting people's lives and property and supporting economic and social development. They also provide a stable water source for agricultural irrigation, hydropower generation, and navigation. However, with the combined effects of climate change and human societal development, the hydrological characteristics of rivers are becoming increasingly complex, leading to frequent floods. Damage or breaches in dams can cause severe flooding, resulting in significant losses of life and property. Therefore, the safety and stability of dams are of paramount importance in water conservancy projects.

[0003] The applicant discovered through a search that a Chinese patent discloses "a dam structure" with publication number "CN220619954U". This patent mainly includes multiple dam units and connecting columns. The connecting columns are used to arrange the dam units in a straight line, curve, or polygonal shape to adapt to complex terrain. The dam unit includes several baffles and several connecting bolts. The baffles are provided with a fitting structure. The baffles are connected to each other in a straight line through the fitting structure. The patent also discloses that the front part of the baffle is provided with a front cavity, and the front sides of the front cavity are connected with connecting plates. The front end of the connecting plate is fixed to the front cavity, and the rear end is connected to a rear cavity or a rear plate. The fitting structure includes tongue and groove and tenon and tenon. The connecting plates provided on both sides of the front cavity of the baffle have a supporting function for the front cavity and the rear cavity or rear plate.

[0004] However, in the fitting structure of the baffle and the four types of connecting columns, the tongue and groove is a T-shaped tongue and groove, and the matching tenon is a T-shaped tenon. When the baffles are installed together or the dam unit is installed with the connecting columns, the tongue and groove or tenon of one baffle or connecting column must be inserted from one end to the other end of the tenon or tongue and groove of another baffle or connecting column. This is extremely inconvenient. If the tongue and groove or tenon are slightly deformed or the surface is rough, the insertion resistance is large, and mechanical power must be used for operation. During the operation, cracks or even breakage can easily occur on the front or rear end of the connecting plate of the baffle and the surface of the tongue and groove or tenon of the baffle or connecting column. The technical problem to be solved by this utility model is to provide a dam device that addresses the shortcomings of the above-mentioned prior art. Summary of the Invention

[0005] The purpose of this utility model is to provide a dam device to solve the problem mentioned in the background art that when the dam plate is installed, the tongue and groove and tenon have large penetration resistance, and mechanical power is required for operation. During the operation, cracks or even breakage can easily occur on the front or rear end of the connecting plate of the baffle and the tongue or groove or tenon surface of the baffle or connecting column.

[0006] To achieve the above objectives, this utility model provides the following technical solution: a dam device, comprising multiple dam panels and connecting devices, wherein the multiple dam panels include multiple detachable dam units, and adjacent dam panels are spliced ​​together by connecting devices. The connecting devices include straight connecting columns, turning connecting columns, vertical connecting columns, directional connecting columns, and four-way connecting columns. The outer wall of the connecting devices is fixedly connected with a tenon structure. Each dam panel has a row of crossbeams on both its inner and outer sides, and the two ends of the outer row of crossbeams extend to one side of the connecting devices at both ends of the dam panel. M-shaped fasteners are provided on opposite sides of the two rows of crossbeams. Double-headed bolts pass through the M-shaped fasteners, and a pad is provided near the M-shaped fastener of the double-headed bolt. The pad is attached to the outer side of the M-shaped fastener. One side of each dam unit has a mortise groove, and the other side of each dam unit has a tenon. The tenon extends into the mortise groove at one end of an adjacent dam unit. The tenon, mortise groove, and crossbeam are fixedly connected by fastening bolts.

[0007] Preferably, adjacent dam panels are spliced ​​together in a straight line, curve, or polygonal arrangement by a connecting device to adapt to different terrains.

[0008] Preferably, the dam unit includes six cavities. The upper two cavities are trapezoidal, and each of the two cavities is filled with a first column. Multiple double-headed bolts are provided between the inner and outer crossbeams, and the double-headed bolts penetrate the pad, M-shaped fastener, inner and outer crossbeams, and the first column. The bottom ends of the upper two cavities are fixedly connected to two rhomboid cavities, and the interiors of the two rhomboid cavities are filled with second columns. The opposite sides of the two rhomboid cavities are fixedly connected to inverted trapezoidal cavities, and the interiors of the inverted trapezoidal cavities are provided with third columns. The mortise and tenon structure includes tenon shoulder plates and connecting plates fixed to the opposite ends of the two inverted trapezoidal cavities. One side of the tenon shoulder plate is fixedly connected to a tenon, and one side of the connecting plate is fixedly connected to a tenon groove that matches the tenon. The included angle between the first column and the second column is β, and the value of β ranges from 95° to 135°.

[0009] Preferably, the vertical connecting column includes two parallel cavities, and the interior of both cavities is filled with core material.

[0010] Preferably, the steering connection column includes two cavities, and the interior of each cavity is filled with core material. The two cavities form an included angle γ, the value of which is in the range of 105°-165°.

[0011] Preferably, the vertical connecting column includes two cavities, and the interior of each cavity is filled with core material, with the two cavities forming an included angle of 90°.

[0012] Preferably, the reversing connecting column includes two upper triangular cavities, and two inverted trapezoidal cavities are fixedly connected to the lower part of the upper triangular cavities, and the interior of each cavity is filled with core material. Two tenons with an included angle of 90° are fixedly connected to the two inclined surfaces of the upper part of the reversing connecting column, and a mortise is fixedly connected to the lower part of the reversing connecting column. The mortise and the two tenons form an included angle of 135°.

[0013] Preferably, the four-way connecting column includes two longitudinally symmetrical cavities, and two transversely symmetrical cavities are fixedly connected below the two upper cavities, and the interior of each cavity is filled with core material. The outer wall of the four-way connecting column is fixedly connected with two sets of symmetrical tenon and mortise structures.

[0014] Preferably, the crossbeam includes two right-angled cavities at the top and two right-angled cavities at the bottom, and a rectangular cavity is formed between the two right-angled cavities at the top and the two right-angled cavities at the bottom. The interior of the crossbeam has a groove that is compatible with the M-type fastener.

[0015] Preferably, the upper part of the dam slab is fixedly connected to the dam eaves by fastening bolts, and the lower part of the dam slab is provided with concrete dam foundation piles for fixing the dam slab. The lower part of the dam slab is provided with two crossbeams on both the inner and outer sides, and the crossbeams are placed in the concrete dam foundation piles. One of the crossbeams on the bottom inner and outer sides is fixedly connected to the concrete dam foundation piles through the installation holes.

[0016] The technical effects and advantages of this utility model are as follows:

[0017] This utility model features a tenon-and-mortise structure fixedly connected to the outer wall of the connecting device. The tenon-and-mortise structure includes a tenon and a mortise groove. The tenon is adapted to the mortise groove of the dam plate, and the mortise groove of the tenon-and-mortise structure is adapted to the tenon of the dam plate. During installation, the tenon is inserted into the mortise groove and fixed by fastening bolts. This facilitates the splicing of dam plates and avoids the situation where the connecting device breaks due to mechanical power during installation.

[0018] The dam unit is equipped with multi-directional columns, which have stronger mechanical properties compared to the single-plate structure baffle design. Through the design of multi-directional columns, the dam plate has a better effect of reducing water pressure, mitigating water velocity, and diverting water flow, forcing the water pressure and velocity of the water flow to gradually decrease, thereby enhancing the dam plate's ability to resist the impact of strong water flow.

[0019] The dam panels can be easily combined into various shapes using connecting devices according to the geographical environment on both sides of the waterway, and can adapt well to complex water terrain environments. Attached Figure Description

[0020] Figure 1 This is a three-dimensional structural diagram of the dam slab of this utility model.

[0021] Figure 2 This is a schematic diagram of the installation position of the dam panel of this utility model.

[0022] Figure 3 This is a top view schematic diagram of the dam slab structure of this utility model.

[0023] Figure 4 This is a top view schematic diagram of the dam slab and crossbeam structure of this utility model.

[0024] Figure 5 This is a top view cross-sectional structural diagram of the dam unit of this utility model.

[0025] Figure 6 This is a top view cross-sectional structural diagram of the straight connection column of this utility model.

[0026] Figure 7 This is a top view cross-sectional structural diagram of the steering connection column of this utility model.

[0027] Figure 8 This is a top view sectional diagram of the vertical connecting column of this utility model.

[0028] Figure 9 This is a top view sectional diagram of the reversible connecting column of this utility model.

[0029] Figure 10 This is a top view sectional diagram of the four-way connecting column structure of this utility model.

[0030] Figure 11 This is a top view cross-sectional structural diagram of the crossbeam of this utility model.

[0031] Figure 12 This is a top view cross-sectional structural diagram of the M-type fastener of this utility model.

[0032] Figure 13 This is a schematic diagram of the top view of the dam eaves structure of this utility model.

[0033] Figure 14 This is a top view cross-sectional structural diagram of the dam slab and the vertically connected column of this utility model.

[0034] Figure 15 This is a top-view cross-sectional structural diagram of the dam slab and vertically connected columns of this utility model.

[0035] Figure 16 This is a top view cross-sectional structural diagram of the dam slab and the turning connection column of this utility model.

[0036] Figure 17 This is a top-view cross-sectional structural diagram of the dam slab and vertical connecting columns, turning connecting columns, and reversing connecting columns of this utility model.

[0037] Figure 18 This is a top-view cross-sectional structural diagram of the dam slab and four-way connecting columns of this utility model.

[0038] Figure 19 This is a top-view cross-sectional structural diagram of the dam panel of this utility model and its straight connecting columns, vertical connecting columns, turning connecting columns, changing direction connecting columns, and four-way connecting columns.

[0039] In the diagram: 1. Dam unit; 11. Core material; 12. First column; 13. Second column; 15. Connecting plate; 16. Mortise and tenon; 18. Third column; 19. Tenon shoulder plate; 191. Tenon; 2. Crossbeam; 21. Right-angle cavity; 22. Rectangular cavity; 23. Groove; 5. M-type fastener; 6. Dam eaves; 7. Pad plate; 8. Concrete dam foundation pile; 9. Fastening bolt; 91. Double-ended bolt; 10. Connecting device; 101. Straight connecting column; 102. Turning connecting column; 103. Vertical connecting column; 104. Changing direction connecting column; 105. Four-way connecting column; 1011. Cavity. Detailed Implementation

[0040] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0041] This utility model provides, for example Figure 1-19The diagram illustrates a dam device comprising multiple dam panels and connecting devices 10. Each dam panel includes multiple detachable dam units 1. Adjacent dam panels are joined together via the connecting devices 10. Each connecting device 10 includes a straight connecting column 101, a turning connecting column 102, a vertical connecting column 103, a changing-direction connecting column 104, and a four-way connecting column 105. The outer wall of the connecting device 10 is fixedly connected with a mortise and tenon structure. A row of crossbeams 2 is provided on both the inner and outer surfaces of the dam panels, with the ends of the outer row of crossbeams 2 extending to… On one side of the connecting device 10 at both ends of the dam plate, and on the opposite side of the two rows of crossbeams 2, there are M-type fasteners 5. Double-headed bolts 91 pass through between the M-type fasteners 5, and a pad 7 is provided near the M-type fasteners 5. The pad 7 is attached to the outside of the M-type fasteners 5. One side of the dam unit 1 is provided with a tenon 16, and the other side of the dam unit 1 is provided with a tenon 191. The tenon 191 extends into the tenon 16 at one end of the adjacent dam unit 1. The tenon 191, the tenon 16 and the crossbeam 2 are fixedly connected by fastening bolts 9.

[0042] When the dam unit 1 is assembled into a dam slab, the first column of the dam unit faces the water area to resist the impact of strong water flow, reduce water pressure and divert water flow, and enhance the dam device's resistance to water flow impact. Next, the tenon 191 of the dam unit 1 is inserted into the mortise 16 of the adjacent dam unit 1 and fixed by fastening bolts 9. After splicing a certain length, a row of horizontal beams 2 are placed on both the inner and outer sides of the dam slab, and M-type fasteners 5 and pads 7 are snapped onto the outer wall of the beams 2. Finally, it is fixed by double-headed bolts 91 and fastening bolts 9. According to the terrain, two adjacent dam slabs are connected by a connecting device 10. The tenon 191 or mortise 16 of the connecting device 10 is inserted into the mortise 16 or tenon 191 of the adjacent dam slab. The fastening bolts 9 pass through the tenon 191 and mortise 16 and the outer row of beams 2, so that the beams 2 are fixed to the dam slab and the connecting device 10. The dam panel can be installed without the need for external machinery, thus avoiding damage to the dam unit 1 during splicing. At the same time, the crossbeam 2 clamps and fixes the dam panel, improving its stability and resistance to water flow impact.

[0043] like Figure 14 , Figure 15 , Figure 16 , Figure 17 , Figure 18 and Figure 19 As shown, adjacent dam panels are spliced ​​together by connecting devices 10 into straight lines, curves, or polygonal arrangements to adapt to different terrains.

[0044] like Figure 5As shown, the dam unit 1 includes six cavities 1011. The two upper cavities 1011 are trapezoidal, and each of the two cavities 1011 is filled with a first column 12. Multiple double-ended bolts 91 are also provided between the inner and outer crossbeams 2, and the double-ended bolts 91 penetrate the pad 7, the M-shaped fastener 5, the inner and outer crossbeams 2, and the first column 12. The bottom ends of the two upper cavities 1011 are fixedly connected to two rhomboid cavities 1011, and the interior of each of the two rhomboid cavities 1011 is filled with a second column 13. Each of the opposite sides of the cavity 1011 is fixedly connected to an inverted trapezoidal cavity 1011, and a third column 18 is provided inside the inverted trapezoidal cavity 1011. The mortise and tenon structure includes a tenon shoulder plate 19 and a connecting plate 15 fixed to the opposite ends of the two inverted trapezoidal cavities 1011. One side of the tenon shoulder plate 19 is fixedly connected to a tenon 191, and one side of the connecting plate 15 is fixedly connected to a tenon groove 16 that matches the tenon 191. The included angle between the first column 12 and the second column 13 is β, and the value of β is in the range of 95° to 135°.

[0045] To address the problem that the connecting plates in existing baffles are single-layer plates with poor strength, frequently resulting in cracks and fractures during installation and use, the dam unit 1 of this invention comprises six cavities, each containing a column. This not only increases the strength of the dam unit 1, but the column material is also a closed-cell long-fiber reinforced rigid polyurethane composite material, further enhancing the structural stability and corrosion resistance of the dam unit 1. This not only reduces the weight of the dam unit 1, but also improves the water flow impact resistance of the cavities 1011. Furthermore, the angle β between two cavities 1011 further increases the impact resistance of the dam unit 1 and reduces water pressure and diverts water flow.

[0046] like Figure 6 As shown, the vertically connected column 101 includes two parallel cavities 1011, and the interior of both cavities 1011 is filled with core material 11.

[0047] like Figure 7 As shown, the steering connection column 102 includes two cavities 1011, and the interior of each cavity 1011 is filled with core material 11. The two cavities 1011 form an included angle γ, and the value of γ ranges from 105° to 165°.

[0048] like Figure 8 As shown, the vertically connected column 103 includes two cavities 1011, and the interior of both cavities 1011 is filled with core material 11, and the two cavities 1011 form an included angle of 90°.

[0049] like Figure 9As shown, the reversing connecting column 104 includes two upper triangular cavities 1011. Two inverted trapezoidal cavities 1011 are fixedly connected to the lower part of the upper triangular cavities 1011, and the interior of each cavity 1011 is filled with core material 11. Two tenons 191 with an included angle of 90° are fixedly connected to the two inclined surfaces of the upper part of the reversing connecting column 104. A mortise 16 is fixedly connected to the lower part of the reversing connecting column 104. The mortise 16 and the two tenons 191 form an included angle of 135°.

[0050] like Figure 10 As shown, the four-way connecting column 105 includes two longitudinally symmetrical cavities 1011. The two upper cavities 1011 are fixedly connected to two transversely symmetrical cavities 1011 below them, and the interior of each cavity 1011 is filled with core material 11. The outer wall of the four-way connecting column 105 is fixedly connected with two sets of symmetrical tenon and mortise structures.

[0051] It should be noted that the core material 11 filling the cavity 1011 in the connecting device 10 is the same as the column material in the dam unit 1.

[0052] like Figure 11 and Figure 12 As shown, the crossbeam 2 includes two right-angled cavities 21 at the top and two right-angled cavities 21 at the bottom, and a rectangular cavity 22 is provided between the two right-angled cavities 21 at the top and the two right-angled cavities 21 at the bottom. The interior of the crossbeam 2 is provided with a groove 23 that is compatible with the M-type fastener 5.

[0053] like Figure 2 and Figure 13 As shown, the upper part of the dam slab is fixedly connected to the eaves 6 by fastening bolts 9. Concrete dam foundation piles 8 for fixing the dam slab are provided below the dam slab. Two crossbeams 2 are provided on both the inner and outer sides of the lower part of the dam slab, and the crossbeams 2 are placed within the concrete dam foundation piles 8. One of the bottom inner and outer crossbeams 2 is fixedly connected to the concrete dam foundation pile 8 through mounting holes. Concrete is poured into the concrete dam foundation piles 8, making the crossbeams 2 and the concrete dam foundation piles 8 a single unit. Excess soil is backfilled and compacted in the area away from the water, forming a complete dam device. This device has the advantages of a robust and compact structure, convenient installation, time and labor saving, and high strength.

[0054] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A bank arrangement comprising a plurality of bank plates and a connecting arrangement (10), characterised in that: A plurality of said dam plates include a plurality of detachable dam units (1), adjacent said dam plates are spliced by connecting devices (10), the connecting devices (10) include straight connecting columns (101), turning connecting columns (102), vertical connecting columns (103), changing direction connecting columns (104), four-way connecting columns (105), the outer wall of the connecting device (10) is fixedly connected with a mortise and tenon structure, the inner and outer two sides of the dam plate are both provided with a row of cross beams (2), and the two ends of the outer row of cross beams (2) extend to one side of the connecting device (10) at the two ends of the dam plate, the opposite side of the two rows of cross beams (2) is provided with an M-shaped fastener (5), double-headed bolts (91) penetrate between the M-shaped fasteners (5), and the double-headed bolts (91) are provided with spacers (7) close to the M-shaped fasteners (5), the spacers (7) are attached to the outer side of the M-shaped fasteners (5), one side of the dam unit (1) is provided with a mortise (16), the other side of the dam unit (1) is provided with a tenon (191), the tenon (191) extends into the mortise (16) at one end of the adjacent dam unit (1), fastening bolts (9) penetrate between the tenon (191), the mortise (16) and the cross beam (2) to be fixedly connected.

2. A damming device according to claim 1, characterised in that: Adjacent said dam plates are spliced by connecting devices (10) to form a linear, curved or polygonal arrangement to adapt to different terrains.

3. A damming device according to claim 1, characterised in that: The dam unit (1) includes six cavities (1011), two cavities (1011) at the upper part are trapezoidal, the interiors of the two cavities (1011) are both filled with first columns (12), a plurality of double-headed bolts (91) are further arranged between the cross beams (2) on the inner and outer sides, and the double-headed bolts (91) penetrate the spacers (7), the M-shaped fasteners (5), the cross beams (2) on the inner and outer sides and the first columns (12), the bottom ends of the two cavities (1011) at the upper part are both fixedly connected with two rhombic cavities (1011), the interiors of the two rhombic cavities (1011) are both filled with second columns (13), the opposite sides of the two rhombic cavities (1011) are both fixedly connected with inverted trapezoidal cavities (1011), and the interiors of the inverted trapezoidal cavities (1011) are provided with third columns (18), the mortise and tenon structure includes tenon shoulder plates (19) and connecting plates (15) fixed at the opposite ends of the two inverted trapezoidal cavities (1011), one side of the tenon shoulder plate (19) is fixedly connected with a tenon (191), one side of the connecting plate (15) is fixedly connected with a mortise (16) matched with the tenon (191), the included angle between the first column (12) and the second column (13) is β, and the value of β ranges from 95° to 135°.

4. A damming device according to claim 1, characterised in that: The straight connecting column (101) includes two parallel cavities (1011), and the interiors of the two cavities (1011) are both filled with core materials (11).

5. A damming device according to claim 1, characterised in that: The turning connecting column (102) comprises two cavities (1011), and the interiors of the two cavities (1011) are filled with core materials (11), and the two cavities (1011) form an included angle γ, and the value range of γ is 105°-165°.

6. A damming device according to claim 1, wherein: The vertical connecting column (103) comprises two cavities (1011), and the interiors of the two cavities (1011) are filled with core materials (11), and the two cavities (1011) form an included angle 90°.

7. A damming device according to claim 1, wherein: The turning connecting column (104) comprises two upper triangular cavities (1011), and two inverted trapezoidal cavities (1011) are fixedly connected below the upper triangular cavities (1011), and the interiors of the cavities (1011) are filled with core materials (11), two bevels of the turning connecting column (104) are fixedly connected with two tenons (191) with an included angle 90°, and a mortise (16) is fixedly connected below the turning connecting column (104), and the mortise (16) forms an included angle 135° with the two tenons (191).

8. A damming device according to claim 1, wherein: The four-way connecting column (105) comprises two longitudinally symmetrical cavities (1011), and two transversely symmetrical cavities (1011) are fixedly connected below the two upper cavities (1011), and the interiors of the cavities (1011) are filled with core materials (11), and two groups of symmetrical mortise and tenon structures are fixedly connected to the outer wall of the four-way connecting column (105).

9. A damming device according to claim 1, wherein: The cross beam (2) comprises two upper right-angle cavities (21) and two lower right-angle cavities (21), and a rectangular cavity (22) is arranged between the two upper right-angle cavities (21) and the two lower right-angle cavities (21), and a groove (23) is arranged in the cross beam (2) and matched with the M-shaped fastener (5).

10. The damming device of claim 1, wherein: The upper part of the dam plate is fixedly connected with a dam eave (6) through a fastening bolt (9), the lower part of the dam plate is provided with a concrete dam foundation pile (8) for fixing the dam plate, two cross beams (2) are arranged on the inner and outer surfaces of the lower part of the dam plate, and the cross beams (2) are arranged in the concrete dam foundation pile (8), and one of the cross beams (2) on the inner and outer surfaces of the bottom part is fixedly connected with the concrete dam foundation pile (8) through a mounting hole.

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