Water seepage prevention structure for water conservancy and hydropower construction

Abstract

The utility model relates to the technical field of water conservancy and hydropower engineering, and discloses a water seepage prevention structure for water conservancy and hydropower construction. The mounting rails are fixedly mounted on the upstream face of the dam body, incline along the upstream face of the dam body and are arranged at intervals in the width direction of the dam body; a plurality of flood prevention sandbags are arranged between every two adjacent installation rails, a plurality of sealing covers are installed, the flood prevention sandbags and the sealing covers are arranged at intervals in the height direction of the upstream face of the dam body, and the sealing covers selectively buckle the flood prevention sandbags on the upstream face of the dam body. According to the flood prevention sandbag fixing device, the multiple sealing covers are arranged along the upstream face of the dam body, the effect of fixing flood prevention sandbags at different heights in a staged mode is achieved, the possibility that a large number of flood prevention sandbags are accumulated at the bottom is avoided, damaged sandbags at different positions can be replaced, and compared with the prior art, using is more flexible. Components such as a motor and an air cylinder are not used, so that the use cost of the device is reduced.

Description

Technical Field

[0001] This utility model relates to the field of water conservancy and hydropower engineering technology, and in particular to a seepage-proof structure for water conservancy and hydropower construction. Background Technology

[0002] In the construction of water conservancy and hydropower projects, seepage prevention is a crucial issue. Failure to effectively prevent seepage not only affects the quality and safety of the project but can also lead to water waste and environmental damage. The base of dams is often submerged for extended periods, and many dams are made of homogeneous clay, making them prone to seepage. Over time, excessive seepage at the base of the dam will compromise its quality, significantly reducing its waterproofing function and posing a serious threat to the lives and property of people downstream.

[0003] Patent CN222161102U discloses a seepage-proof and water-stopping structure for water conservancy and hydropower projects. This patent effectively protects the dam from seepage by adding flood control sandbags at the dam and using a flood control sandbag pressing mechanism, a pressing and guiding mechanism to press the sandbags more tightly.

[0004] However, this patent has the following drawbacks: Firstly, the water-facing side of a dam is usually high, and only one guide plate is set along the water-facing side. Sandbags tend to accumulate at the bottom of the guide plate, making it difficult to adjust the guide plate. Moreover, when a single sandbag is damaged, it is difficult to replace it. Secondly, the application involves components such as motors and cylinders. Neither motors nor cylinders can be kept in a fixed position for a long time. When applied to dams and other parts, they are prone to loosening and corrosion, which increases the cost of using the structure. Utility Model Content

[0005] The present invention aims to provide a seepage-proof structure for water conservancy and hydropower construction to overcome the shortcomings mentioned above.

[0006] In order to achieve the above objectives, the technical solution of this utility model is as follows:

[0007] A seepage-proof structure for hydraulic and hydropower construction includes:

[0008] Dam body;

[0009] Multiple mounting rails are fixedly installed on the water-facing surface of the dam body, the mounting rails being inclined along the water-facing surface of the dam body and spaced apart along the width direction of the dam body; and

[0010] Multiple flood control sandbags are set between two adjacent installation rails, and multiple covers are installed. The multiple flood control sandbags and covers are all spaced apart along the height direction of the water-facing side of the dam body. The covers selectively cover the flood control sandbags onto the water-facing side of the dam body.

[0011] Further, the section of the cover along the length direction of the mounting rail is a " " character-shaped section, and the cover is buckled on the water-facing surface of the dam body, comprising an integral top plate and two first side plates, and the upper end and the lower end of the two first side plates along the length direction of the mounting rail are correspondingly provided with a first protrusion and a second protrusion;

[0012] The first sliding groove is provided with a notch at one end, and the first protrusion selectively passes through the notch and slides into the first sliding groove.

[0013] Further, the first sliding groove is a circular arc, and the first sliding groove is convex to the dam body, and the other end of the first sliding groove is located on the extension line of the second sliding groove.

[0014] Further, the first side plate is provided with a first connecting block on the side wall away from the first protrusion, and the mounting rail is provided with a second connecting block, and the first connecting block and the second connecting block are detachably connected through a fastener.

[0015] Further, the lower end of the top plate is vertically fixedly connected with a baffle, the baffle is located between two adjacent mounting rails, and the top plate is provided with a plurality of water permeable holes.

[0016] Further, the section of the mounting rail along the length direction of the mounting rail is a " " character-shaped section, comprising an integral bottom plate and two second side plates, and the bottom plate is fixedly connected with the water-facing surface of the dam body, and the first sliding groove and the second sliding groove are arranged on the two second side plates.

[0017] Further, the bottom plate is provided with a mounting hole, an anchor rod penetrates through the mounting hole, and one end of the anchor rod is fixedly connected with the dam body.

[0018] Further, a plurality of reinforcing rib plates are mounted along the length direction of the mounting rail, and the bottom plate and the second side plate are fixedly connected with the reinforcing rib plates.

[0019] Compared with the prior art, the utility model in possession has at least the following advantages:

[0020] The utility model discloses a plurality of covers are arranged along the water-facing surface of the dam body, realizes the effect of fixing the flood control sandbags at different heights in stages, avoids the possibility of accumulating a large number of flood control sandbags at the bottom, and can replace the damaged sandbags at different positions, and compared with the prior art, is more flexible. BRIEF DESCRIPTION OF DRAWINGS

[0021] In order to more clearly illustrate the technical solutions in the embodiments of the present application or the prior art, the drawings needed in the embodiments will be briefly introduced as follows. Obviously, the drawings described in the following embodiments are only some of the embodiments of the present application, and for those skilled in the art, other drawings can also be obtained without creative labor on the basis of these drawings.

[0022] Figure 1 It is a whole structure schematic view of the anti-seepage structure for water conservancy and hydropower construction of the present application.

[0023] Figure 2 It is a sectional view of the anti-seepage structure for water conservancy and hydropower construction of the present application.

[0024] Figure 3 It is a structure schematic view of the cover of the present application.

[0025] Figure 4 It is a structure schematic view of the mounting rail of the present application.

[0026] Figure 5 It is a structure schematic view of the mounting rail of the present application. Figure 1 It is a local enlarged view of the A area in the present application.

[0027] Reference signs: 1, dam body; 2, mounting rail; 3, flood control sand bag; 4, cover; 5, anchor rod; 6, fastener; 21, bottom plate; 22, second side plate; 23, first sliding groove; 24, second sliding groove; 25, second connecting block; 26, reinforcing rib plate; 41, top plate; 42, first side plate; 43, first protrusion; 44, second protrusion; 45, first connecting block; 46, baffle; 47, water permeable hole. DETAILED DESCRIPTION

[0028] The technical solutions in the embodiments of the present application will be described clearly and completely below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only some of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative labor are within the scope of protection of the present application.

[0029] In order to make the above-mentioned purposes, features and advantages of the present application more obvious and easy to understand, the present application will be further described in detail below with reference to the drawings and specific embodiments.

[0030] Reference is made to Figures 1-2The utility model provides a kind of water seepage prevention structure for water conservancy and hydropower construction, including dam body 1, installation rail 2, flood prevention sandbag 3 and cover 4. Among them, dam body 1 is as the basis support of entire water seepage prevention structure, dam body 1 needs to have enough strength and stability, to withstand the pressure from water flow and other external environmental factors influence. Installation rail 2 is fixedly installed on the water-facing surface of dam body 1, and it is inclined to be arranged along the water-facing surface of dam body 1, and multiple installation rails 2 are arranged along the width direction of dam body 1. The design of installation rail 2 facilitates the installation of subsequent flood prevention sandbag 3 and cover 4.

[0031] Multiple flood prevention sandbags 3 are arranged between adjacent two installation rails 2, and multiple covers 4 are installed. These flood prevention sandbags 3 are arranged along the height direction of the water-facing surface of dam body 1, and the cover 4 can selectively tightly close the flood prevention sandbag 3 on the surface of dam body 1, forming an effective waterproof barrier.

[0032] Refer to Figure 3 Cover 4 along the length direction of installation rail 2 adopts the design of "H" shaped section, and the shape is conducive to improving sealing performance; meanwhile, cover 4 is composed of one-piece top plate 41 and two first side plates 42, wherein the upper and lower ends of the two first side plates 42 are respectively provided with first protrusion 43 and second protrusion 44, for realizing flexible connection with installation rail 2.

[0033] First sliding groove 23 for accommodating first protrusion 43 and second sliding groove 24 for allowing second protrusion 44 to slide freely are arranged on installation rail 2 along the length direction. In addition, the first sliding groove 23 is provided with a notch at one end, so that the first protrusion 43 can enter and be locked in the first sliding groove 23 through the notch; and the second sliding groove 24 directly penetrates through the entire bottom plate 21 until the other end, ensuring good guiding effect.

[0034] Preferably, the first sliding groove 23 is arc-shaped, and the first sliding groove 23 is convex to the dam body 1, the second sliding groove 24 is strip-shaped, and the other end of the first sliding groove 23 is located on the extension line of the second sliding groove 24.

[0035] Refer to Figure 5 In order to further enhance the connection strength between structures, a first connecting block 45 is additionally arranged on the first side plate 42 away from the first protrusion 43, which is connected with the corresponding second connecting block 25 on the installation rail 2 by using fastener 6, so as to realize more stable and reliable assembly effect.

[0036] A baffle 46 is vertically fixed at the lower end of the top plate 41, which is located between two adjacent installation rails 2, and plays a limiting role on the flood prevention sandbag 3. In addition, a plurality of water permeable holes 47 are formed in the top plate 41, which can ensure a certain degree of drainage function, and does not affect the overall sealing performance.

[0037] Refer toFigure 4 The section of the mounting rail 2 along the length direction of the mounting rail 2 is a "N" shape, comprising an integral bottom plate 21 and two second side plates 22, the bottom plate 21 is fixedly connected with the water surface of the dam body 1, and the first sliding groove 23 and the second sliding groove 24 are arranged on the two second side plates 22.

[0038] Preferably, the bottom plate 21 is provided with a mounting hole, and an anchor rod 5 penetrates through the mounting hole, and one end of the anchor rod 5 is fixedly connected with the dam body 1. A plurality of reinforcing rib plates 26 are arranged along the length direction of the mounting rail 2, and the bottom plate 21 and the second side plate 22 are fixedly connected with the reinforcing rib plate 26, which greatly improves the durability of the whole system.

[0039] The working principle of the utility model is as follows:

[0040] Firstly, a plurality of covers 4 are arranged on the adjacent two mounting rails 2 along the length direction thereof, so that the first protrusion 43 and the second protrusion 44 are respectively slid into the first sliding groove 23 and the second sliding groove 24.

[0041] Then, the anchor rod 5 penetrates through the mounting hole and is fixed with the dam body 1, so that the mounting rail 2 is fixed on the dam body 1.

[0042] Finally, the first protrusion 43 is slid out of the first sliding groove 23, the cover 4 is turned outward, the flood control sand bag 3 is stacked between the cover 4 and the dam body 1, then the cover 4 is turned towards the flood control sand bag 3, so that the first protrusion 43 is slid into the first sliding groove 23, and the first connecting block 45 and the second connecting block 25 are fastened by the fastener 6.

[0043] The above operation is repeated to complete the installation of the mounting rail 2, the flood control sand bag 3 and the cover 4 on the surface of the dam body 1.

[0044] When the flood control sand bag 3 needs to be replaced, the cover 4 is turned away from the flood control sand bag 3, and then the cover 4 is taken out and replaced, then the cover 4 is turned towards the flood control sand bag 3, so that the first protrusion 43 is slid into the first sliding groove 23, and the first connecting block 45 and the second connecting block 25 are fastened by the fastener 6.

[0045] The utility model discloses a plurality of covers 4 are arranged along the water surface of the dam body 1, realize the effect of the flood control sand bag 3 fixed in stages at different heights, avoid the possibility of a large number of flood control sand bags 3 in the bottom, and can replace the damaged sand bag at different positions, compared with the prior art, use more flexible.

[0046] In the description of the utility model, need understanding is, the term "longitudinal", "transverse", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer" and so on indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawing, just for the convenience of describing the utility model, and not indicate or imply that the indicated device or element must have a particular orientation, construct and operate in a particular orientation, therefore can not be understood as limiting the utility model.

[0047] The above-described embodiments are merely preferred modes of the utility model, and do not limit the scope of the utility model, and various modifications and improvements to the technical solutions of the utility model made by those skilled in the art without departing from the design spirit of the utility model shall fall within the protection scope defined by the claims of the utility model.

Claims

1. A water-impermeable structure for water conservancy and hydropower construction, characterized by The dam body (1) is provided with a plurality of installation rails (2) fixedly installed on the water-facing surface of the dam body (1), the installation rails (2) are inclined along the water-facing surface of the dam body (1) and are arranged at intervals along the width direction of the dam body (1); and a plurality of flood prevention sandbags (3) and a plurality of covers (4) are arranged between adjacent installation rails (2), the plurality of flood prevention sandbags (3) and the covers (4) are arranged at intervals along the height direction of the water-facing surface of the dam body (1), and the covers (4) selectively buckle the flood prevention sandbags (3) on the water-facing surface of the dam body (1). The cross section of the cover (4) along the length direction of the installation rail (2) is a "H" character, the cover (4) buckles on the water-facing surface of the dam body (1), and includes a top plate (41) and two first side plates (42), the upper end and the lower end of the two first side plates (42) along the length direction of the installation rail (2) are respectively provided with a first protrusion (43) and a second protrusion (44). The installation rail (2) is provided with a first sliding groove (23) and a second sliding groove (24), one end of the first sliding groove (23) is provided with a notch, the first protrusion (43) selectively passes through the notch and slides into the first sliding groove, and the second sliding groove (24) is a strip-shaped groove arranged along the length direction of the dam body (1), and the second protrusion (44) is slidably connected with the second sliding groove (24). The first sliding groove (23) is a circular arc, and the first sliding groove (23) is convex to the dam body (1), and the other end of the first sliding groove (23) is located on the extension line of the second sliding groove (24). The first side plate (42) is provided with a first connecting block (45) on the side wall away from the first protrusion (43), the installation rail (2) is provided with a second connecting block (25), and the first connecting block (45) and the second connecting block (25) are detachably connected through a fastener (6).

2. The water leakage preventing structure for water conservancy and hydropower construction according to claim 1, characterized by The lower end of the top plate (41) is vertically and fixedly connected with a baffle (46), the baffle (46) is located between two adjacent installation rails (2), and a plurality of water permeable holes (47) are arranged on the top plate (41). The cross section of the installation rail (2) along the length direction of the installation rail (2) is a "N" character, including a bottom plate (21) and two second side plates (22), the bottom plate (21) is fixedly connected with the water-facing surface of the dam body (1), and the first sliding groove (23) and the second sliding groove (24) are arranged on the two second side plates (22).

3. The water leakage preventing structure for water conservancy and hydropower construction according to claim 2, characterized by The bottom plate (21) is provided with a mounting hole, an anchor rod (5) penetrates through the mounting hole, and one end of the anchor rod (5) is fixedly connected with the dam body (1).

4. The water leakage preventing structure for water conservancy and hydropower construction according to claim 3, characterized by A plurality of reinforcing rib plates (26) are arranged along the length direction of the installation rail (2), and the bottom plate (21) and the second side plate (22) are fixedly connected with the reinforcing rib plate (26).

5. The water leakage preventing structure for water conservancy and hydropower construction according to claim 3, characterized by ​ 6. The water leakage preventing structure for water conservancy and hydropower construction according to claim 3, characterized by ​ 7. The water leakage preventing structure for water conservancy and hydropower construction according to claim 6, characterized by ​ 8. The water leakage preventing structure for water conservancy and hydropower construction according to claim 6, characterized by ​

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