Dike reinforcing structure and construction method thereof

Abstract

The invention discloses an embankment reinforcing structure and a construction method thereof. The embankment reinforcing structure comprises a concrete base, and the concrete base is formed by pouring concrete; a reinforcing assembly is further included. An inclined face and a vertical face are arranged on one side of the concrete base, the reinforcing assembly comprises a plurality of reinforcing ribs and a plurality of protective sleeves, the reinforcing ribs are vertically arranged on the vertical face, and the protective sleeves are detachably installed on the reinforcing ribs. The reinforcing ribs are arranged on the vertical face of the concrete base, on one hand, the strength of the vertical face of the concrete base can be improved, on the other hand, the flow speed of water flow flowing through the vertical face of the concrete base can be reduced, and erosion of the water flow to the vertical face of the concrete base is reduced; and meanwhile, by arranging the replaceable protective sleeve, the reinforcing ribs can be protected, the protective sleeve can be replaced when damaged, and the service life of the concrete base is prolonged.

Description

Technical Field

[0001] The present invention relates to the technical field of levees, and in particular to a levee reinforcement structure and a construction method thereof. Background Art

[0002] Dikes are protective projects that prevent water from flowing indiscriminately. They include lake dikes, river dikes, sea dikes, river dikes, etc. In order to make water conservancy dikes have a more reliable protective effect, dikes are generally made of concrete.

[0003] However, since the river water has a certain flow rate, it will continuously wash the bottom of the embankment, causing erosion of the bottom of the embankment and affecting the service life of the embankment. Summary of the invention

[0004] The problem to be solved by the present invention is to provide a levee reinforcement structure and a construction method thereof, wherein reinforcing ribs are arranged on the vertical surface of a concrete base. The reinforcing ribs can, on the one hand, improve the strength of the vertical surface of the concrete base, and on the other hand, slow down the flow rate of water flowing through the vertical surface of the concrete base, thereby reducing the erosion of the vertical surface of the concrete base by the water flow; at the same time, by arranging a replaceable protective cover, the reinforcing ribs can be protected, and the protective cover can be replaced when damaged, thereby improving the service life of the concrete base.

[0005] The technical solution provided by the present invention to solve the above problems is: a dike reinforcement structure, including a concrete base, the concrete base is cast by concrete; and also includes a reinforcement component;

[0006] An inclined surface and a vertical surface are arranged on one side of the concrete base. The reinforcement assembly comprises a plurality of reinforcing ribs and a plurality of protective covers. The plurality of reinforcing ribs are arranged vertically on the vertical surface, and the plurality of protective covers are detachably mounted on the reinforcing ribs.

[0007] Preferably, the reinforcing ribs are integrally formed with the concrete base.

[0008] Preferably, a vertical limiting groove is provided on the reinforcing rib, and a limiting ridge cooperating with the limiting groove is provided on the protective sleeve.

[0009] Preferably, a limiting block for vertically limiting the protective cover is provided at the lower portion of the reinforcing rib.

[0010] Preferably, a plurality of ecological green plant planting areas are arranged on the inclined surface of the concrete base, planting soil is laid in the ecological green plant planting areas, a plurality of planting holes are arranged on the planting soil, and ecological green plants are planted in the planting holes.

[0011] Preferably, a covering component is also provided on the concrete base, and the covering component can cover the planting soil in the ecological green plant planting area in heavy rain weather to prevent the planting soil from being lost.

[0012] Preferably, the covering assembly includes a covering plate, a detection mechanism and a control mechanism, a plurality of mounting ridges are arranged on the inclined surface of the concrete base, and a movable groove cooperating with the covering plate is arranged on the mounting ridges. The detection mechanism is transmission-connected with the control mechanism, and the control mechanism can limit the movement of the covering plate. The detection mechanism is used to detect whether the external rainfall reaches a set value. When the external rainfall reaches the set value, the detection mechanism controls the control mechanism to cancel the limit on the covering plate, and the covering plate slides in the movable groove under the action of its own gravity to cover the planting soil in the ecological green plant planting area.

[0013] Preferably, the detection mechanism comprises a mounting seat and a detection hole, the mounting seat is arranged on an inclined surface of a concrete base, the detection hole is vertically arranged on the mounting seat, and a water outlet hole is arranged at the bottom of the detection hole.

[0014] Preferably, the control mechanism includes a floating block, a traction rope, a pulley and a clamping piece, the floating block can be movably arranged in the detection hole, the pulley can be rotatably installed in the concrete base, one end of the traction rope is connected to the clamping piece, and the other end passes around the pulley and passes through the water outlet hole to be connected to the floating block, the clamping piece can be clamped with the cover plate, the clamping piece includes a locking rod of a spring, and a receiving groove for accommodating the spring and the locking rod is provided in the concrete base, one end of the spring is connected to the bottom of the receiving groove, and the other end is connected to the locking rod, the traction rope is fixedly connected to the locking rod, and a clamping groove that can cooperate with the locking rod is provided on the cover plate; a through groove whose shape is adapted to the planting area of ​​the ecological green plant is provided on the cover plate, and an avoidance groove that can cooperate with the root of the ecological green plant is provided on the upper side wall of the through groove.

[0015] The present invention also discloses a construction method for a dike reinforcement structure, the construction method comprising the following steps:

[0016] S1. During the dry season of the river, the original embankment of the river will be removed;

[0017] S2, pouring the main body of the embankment on both sides of the river;

[0018] S3, reinforcement of the ribs at the casting point on the vertical surface of the embankment;

[0019] S4, using concrete to cast a protective cover;

[0020] S5. Put the protective cover on the reinforcing rib.

[0021] Compared with the prior art, the advantages of the present invention are as follows: the present invention arranges reinforcing ribs on the vertical surface of the concrete base. The reinforcing ribs can, on the one hand, improve the strength of the vertical surface of the concrete base, and on the other hand, slow down the flow rate of water flowing through the vertical surface of the concrete base, thereby reducing the erosion of the vertical surface of the concrete base by the water flow; at the same time, by arranging a replaceable protective cover, the reinforcing ribs can be protected, and the protective cover can be replaced when it is damaged, thereby improving the service life of the concrete base. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] The drawings described herein are used to provide further understanding of the present invention and constitute a part of the present invention. The exemplary embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute improper limitations on the present invention.

[0023] Figure 1 It is a three-dimensional structural schematic diagram of the present invention;

[0024] Figure 2 is a cross-sectional view of the present invention;

[0025] Figure 3 The present invention Figure 2 An enlarged schematic diagram of A in FIG.

[0026] Figure 4 is a cross-sectional view of the reinforcing rib and the protective cover of the present invention;

[0027] Figure 5 It is a top view of the matching structure of the reinforcing rib and the protective cover of the present invention;

[0028] Figure 6 It is a top view of the cover plate of the present invention.

[0029] The attached drawings are marked with: 1. Concrete base, 2. Detection hole, 3. Mounting seat, 4. Mounting convex strip, 5. Cover plate, 6. Avoidance groove, 7. Ecological green plant planting area, 8. Planting hole, 9. Inclined surface, 10. Vertical surface, 11. Protective cover, 12. Floating block, 13. Through hole, 14. Traction rope, 15. Water outlet hole, 16. Pulley, 17. Spring, 18. Receiving groove, 19. Locking rod, 20. Card slot, 21. Reinforcing rib, 22. Limiting ridge, 23. Limiting block, 24. Through groove, 25. Movable groove. DETAILED DESCRIPTION

[0030] The following will describe the implementation methods of the present invention in detail with reference to the accompanying drawings and embodiments, so that the implementation process of how the present invention applies technical means to solve technical problems and achieve technical effects can be fully understood and implemented accordingly.

[0031] In the description of the present invention, it should be noted that directional words, such as the terms "center", "lateral", "longitudinal", "length", "width", "thickness", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "clockwise", "counterclockwise", etc., indicating directions and positional relationships are based on the directions or positional relationships shown in the accompanying drawings, which are only for the convenience of narrating the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and cannot be understood as limiting the specific scope of protection of the present invention.

[0032] In addition, the terms "first" and "second" are used for descriptive purposes only and cannot be understood as indicating or implying relative importance or implicitly indicating the number of technical features. Therefore, the definition of "first" and "second" features can explicitly or implicitly include one or more of the features. In the description of the present invention, the meaning of "several" is two or more, unless otherwise clearly and specifically defined.

[0033] In the present invention, unless otherwise specified and limited, the terms "assemble", "connect", and "connection" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can also be a mechanical connection; it can be directly connected, or it can be connected through an intermediate medium, or the two elements can be internally connected. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0034] It should be understood that when used in this specification and the appended claims, the terms "include" and "comprises" indicate the presence of described features, integers, steps, operations, elements and / or components, but do not exclude the presence or addition of one or more other features, integers, steps, operations, elements, components and / or combinations thereof.

[0035] It should also be understood that the terms used in this description of the embodiments of the present invention are only for the purpose of describing specific embodiments and are not intended to limit the embodiments of the present invention. As used in the description of the embodiments of the present invention and the appended claims, unless the context clearly indicates otherwise, the singular forms of "a", "an" and "the" are intended to include plural forms.

[0036] Example 1

[0037] As shown in the accompanying drawings, the embodiment 1 of the present invention is a levee reinforcement structure, comprising a concrete base 1, wherein the concrete base 1 is cast by concrete; and further comprising a reinforcement assembly;

[0038] An inclined surface 9 and a vertical surface 10 are provided on one side of the concrete base 1 . The reinforcement assembly includes a plurality of reinforcing ribs 21 and a plurality of protective covers 11 . The plurality of reinforcing ribs 21 are vertically arranged on the vertical surface 10 , and the plurality of protective covers 11 are detachably installed on the reinforcing ribs 21 .

[0039] In the above scheme, by arranging reinforcing ribs on the vertical surface of the concrete base, the reinforcing ribs can, on the one hand, improve the strength of the vertical surface of the concrete base, and on the other hand, slow down the flow rate of water flowing through the vertical surface of the concrete base, thereby reducing the erosion of the vertical surface of the concrete base by the water flow; at the same time, by arranging a replaceable protective cover, the reinforcing ribs can be protected, and the protective cover can be replaced when it is damaged, thereby improving the service life of the concrete base.

[0040] Specifically, in order to improve the processing efficiency and the stability of the connection between the reinforcing rib 21 and the concrete base, the reinforcing rib 21 and the concrete base 1 are processed by an integrated molding method, that is, they are cast in one piece during processing.

[0041] Specifically, the detachable manner between the reinforcing rib and the protective cover is as follows: a vertical limiting groove is provided on the reinforcing rib 21, and a limiting convex ridge 22 cooperating with the limiting groove is provided on the protective cover 11; a limiting block 23 for vertically limiting the protective cover 11 is provided at the lower part of the reinforcing rib 21. The protective cover is installed as follows: the limiting convex ridge of the protective cover is aligned with the limiting groove on the reinforcing rib and inserted from top to bottom.

[0042] In this embodiment, a plurality of ecological green plant planting areas 7 are arranged on the inclined surface 9 of the concrete base 1, and planting soil is laid in the ecological green plant planting areas 7. A plurality of planting holes 8 are arranged on the planting soil, and ecological green plants are planted in the planting holes 8. The ecological green plant planting areas are arranged at intervals, and multiple rows are evenly spaced on the inclined surface of the concrete base.

[0043] Among them, a covering component is also provided on the concrete base 1, and the covering component can cover the planting soil in the ecological green plant planting area 7 in heavy rain weather to prevent the planting soil from being lost.

[0044] Specifically, the covering assembly includes a covering plate 5, a detection mechanism and a control mechanism. A plurality of mounting ridges 4 are provided on the inclined surface 9 of the concrete base 1. The mounting ridges 4 are provided with movable grooves 25 that cooperate with the covering plate 5. The detection mechanism is transmission-connected to the control mechanism. The control mechanism can limit the movement of the covering plate 5. The detection mechanism is used to detect whether the external rainfall reaches the set value. When the external rainfall reaches the set value, the detection mechanism controls the control mechanism to cancel the limit on the covering plate 5. The covering plate 5 slides in the movable groove 25 under the action of its own gravity to cover the planting soil in the ecological green plant planting area 7.

[0045] In this embodiment, further, the detection mechanism includes a mounting seat 3 and a detection hole 2, the mounting seat 3 is arranged on the inclined surface 9 of the concrete base 1, the detection hole 2 is vertically arranged on the mounting seat 3, and a water outlet hole 15 is arranged at the bottom of the detection hole 2.

[0046] Specifically, the control mechanism includes a floating block 12, a traction rope 14, a pulley 16 and a clamping member, the floating block 12 can be movably arranged in the detection hole 2, the pulley 16 can be rotatably installed in the concrete base 1, one end of the traction rope 14 is connected to the clamping member, and the other end bypasses the pulley 16 and passes through the water outlet 15 to connect with the floating block 12, the clamping member can be clamped with the cover plate 5, the clamping member includes a locking rod 19 of the spring 17, and the concrete base 1 is provided with A receiving groove 18 is used to accommodate a spring 17 and a locking rod 19, one end of the spring 17 is connected to the bottom of the receiving groove 18, and the other end is connected to the locking rod 19, the traction rope 14 is fixedly connected to the locking rod 19, and the cover plate 5 is provided with a slot 20 that can cooperate with the locking rod 19; the cover plate 5 is provided with a through groove 24 that is adapted to the shape of the ecological green plant planting area 7, and the upper side wall of the through groove 24 is provided with an avoidance groove 6 that can cooperate with the roots of the ecological green plants.

[0047] In the above scheme, rainfall from the outside is collected through the detection hole. When the rainfall from the outside is small, the rainfall entering the detection hole is less than or equal to the water output of the water outlet hole at the bottom of the detection hole, and water will not accumulate in the detection hole; when the rainfall from the outside is large, the rainfall entering the detection hole is greater than the water output of the water outlet hole at the bottom of the detection hole, and the water in the detection hole accumulates more and more, which lifts up the floating block. During the upward movement of the floating block, the traction rope pulls the locking rod compression spring back into the accommodation hole, and the limit of the cover plate disappears. The cover plate moves downward along the inclined movable groove under the action of its own gravity to cover the ecological green plant planting area. At the same time, the roots of the ecological green plants enter the avoidance groove. When the rain stops, the staff can pull the cover plate up so that the locking rod re-enters the card slot to lock the cover plate. The present invention can timely block the ecological green plant planting area when the external rainfall is heavy, thereby preventing the loss of planting soil in the ecological green plant planting area. When the rainfall is small, the control mechanism does not work, thereby being able to provide sufficient moisture to the planting soil in the ecological green plant planting area and improving the survival probability of the ecological green plants in the ecological green plant planting area.

[0048] Example 2

[0049] This embodiment discloses a construction method for a dike reinforcement structure. Specifically, the construction method comprises the following steps:

[0050] S1. During the dry season of the river, the original embankment of the river will be removed;

[0051] S2, pouring the main body of the embankment on both sides of the river;

[0052] S3, reinforcement of the ribs at the casting point on the vertical surface of the embankment;

[0053] S4, using concrete to cast a protective cover;

[0054] S5. Put the protective cover on the reinforcing rib.

[0055] The above description is only for the best embodiment of the present invention, but it should not be understood as limiting the claims. The present invention is not limited to the above embodiments, and its specific structure is allowed to be changed. All changes made within the scope of protection of the independent claims of the present invention are within the scope of protection of the present invention.

Claims

1. A dike reinforcement structure, comprising a concrete base (1), wherein the concrete base (1) is cast by concrete; characterized in that: Also included are reinforcement components; An inclined surface (9) and a vertical surface (10) are provided on one side of the concrete base (1); the reinforcement assembly comprises a plurality of reinforcing ribs (21) and a plurality of protective covers (11); the plurality of reinforcing ribs (21) are vertically arranged on the vertical surface (10); and the plurality of protective covers (11) are detachably mounted on the reinforcing ribs (21).

2. A dike reinforcement structure according to claim 1, characterized in that: The reinforcing rib (21) and the concrete base (1) are integrally formed.

3. The embankment reinforcement structure according to claim 1, characterized in that: The reinforcing rib (21) is provided with a vertical limiting groove, and the protective sleeve (11) is provided with a limiting convex ridge (22) that cooperates with the limiting groove.

4. A dike reinforcement structure according to claim 3, characterized in that: A limiting block (23) for vertically limiting the protective cover (11) is provided at the lower part of the reinforcing rib (21).

5. The embankment reinforcement structure according to claim 1, characterized in that: A plurality of ecological green plant planting areas (7) are arranged on the inclined surface (9) of the concrete base (1), planting soil is laid in the ecological green plant planting areas (7), a plurality of planting holes (8) are arranged on the planting soil, and ecological green plants are planted in the planting holes (8).

6. A dike reinforcement structure according to claim 5, characterized in that: The concrete base (1) is also provided with a covering component, which can cover the planting soil in the ecological green plant planting area (7) in heavy rain weather to prevent the planting soil from being lost.

7. A dike reinforcement structure according to claim 6, characterized in that: The covering assembly comprises a covering plate (5), a detection mechanism and a control mechanism. A plurality of mounting convex strips (4) are arranged on the inclined surface (9) of the concrete base (1). The mounting convex strips (4) are provided with movable grooves (25) cooperating with the covering plate (5). The detection mechanism is in transmission connection with the control mechanism. The control mechanism can limit the movement of the covering plate (5). The detection mechanism is used to detect whether the external rainfall reaches a set value. When the external rainfall reaches the set value, the detection mechanism controls the control mechanism to cancel the limit on the covering plate (5). The covering plate (5) slides in the movable groove (25) under the action of its own gravity to cover the planting soil in the ecological green plant planting area (7).

8. A dike reinforcement structure according to claim 7, characterized in that: The detection mechanism comprises a mounting seat (3) and a detection hole (2); the mounting seat (3) is arranged on an inclined surface (9) of a concrete base (1); the detection hole (2) is vertically arranged on the mounting seat (3); and a water outlet hole (15) is arranged at the bottom of the detection hole (2).

9. A dike reinforcement structure according to claim 8, characterized in that: The control mechanism comprises a floating block (12), a traction rope (14), a pulley (16) and a clamping member. The floating block (12) is movably arranged in the detection hole (2). The pulley (16) is rotatably installed in the concrete base (1). One end of the traction rope (14) is connected to the clamping member, and the other end of the traction rope (14) passes through the pulley (16) and passes through the water outlet (15) to connect with the floating block (12). The clamping member can be clamped with the cover plate (5). The clamping member comprises a locking rod (19) of a spring (17). The concrete base (1) is provided with a spring (17) for accommodating the locking rod (19). A receiving groove (18) for a spring (17) and a locking rod (19), one end of the spring (17) is connected to the groove bottom of the receiving groove (18), and the other end is connected to the locking rod (19), the traction rope (14) is fixedly connected to the locking rod (19), and the cover plate (5) is provided with a clamping groove (20) that can cooperate with the locking rod (19); the cover plate (5) is provided with a through groove (24) whose shape is matched with the inside of the ecological green plant planting area (7), and the upper side wall of the through groove (24) is provided with an avoidance groove (6) that can cooperate with the root of the ecological green plant.

10. A construction method for a dike reinforcement structure according to any one of claims 1 to 5, characterized in that: The construction method comprises the following steps: S1. During the dry season of the river, the original embankment of the river will be removed; S2, pouring the main body of the embankment on both sides of the river; S3, reinforcement of the ribs at the casting point on the vertical surface of the embankment; S4, using concrete to cast a protective cover; S5. Put the protective cover on the reinforcing rib.

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