Anti-collapse reinforcing structure for water conservancy dam

Abstract

The utility model discloses a water conservancy dam anti-collapse reinforcing structure which comprises a plurality of concrete supporting columns installed on the inner side of a dam, an installation plate assembly is arranged between every two adjacent concrete supporting columns and comprises a concrete installation plate, and reinforcing steel bar layer assemblies are arranged in inner cavities of the concrete installation plates. Inserting blocks are fixedly connected to the left side and the right side of the concrete mounting plate, inserting grooves used in cooperation with the inserting blocks are formed in the left side and the right side of the concrete supporting column, a conical bottom insert is fixedly connected to the bottom of the concrete mounting plate, and the surfaces of the inserting blocks are sleeved with U-shaped sleeve assemblies. Through cooperation of the concrete supporting columns and the mounting plate assemblies, water and soil on the inner side of the dam body are protected, water and soil loss is reduced, meanwhile, the trapezoidal reinforcing supporting columns installed on the inner sides of the concrete supporting columns are used for supporting and reinforcing the concrete supporting columns, and therefore the stability of the reinforcing structure is improved.

Description

TECHNICAL FIELD

[0001] The utility model belongs to embankment technical field, especially, relate to a water conservancy embankment anti -collapse reinforcing structure. BACKGROUND

[0002] Summer is the high incidence of rain, will make the embankment water level rises, then with the flow of water body causes water level to drop, embankment soil loss, make this embankment shear strength reduces, withstands reverse seepage pressure effect, easily promotes the collapse danger, for this need to design a water conservancy embankment anti -collapse reinforcing structure, can reinforce the embankment. CONTENT OF UTILITY MODEL

[0003] The utility model aims at providing a water conservancy embankment anti -collapse reinforcing structure to solve the technical problem mentioned in the above background art.

[0004] The utility model solves the technical problem that the above -mentioned technical scheme is as follows: a water conservancy embankment anti -collapse reinforcing structure, it includes the multiple concrete support column of installation in the inside of embankment: the installation plate subassembly that is provided with between adjacent two concrete support columns, the installation plate subassembly includes concrete installation plate, the inner chamber of concrete installation plate is provided with reinforcing steel bar layer subassembly, the left and right sides of concrete installation plate are all fixedly connected with the plug -in block, the left and right sides of concrete support column are offered with the insertion slot of cooperation with plug -in block, the bottom of concrete installation plate is fixedly connected with conical bottom plug, the surface of plug -in block is equipped with U -shaped cover subassembly, the surface of U -shaped cover subassembly and insertion slot inner chamber contacts, the bottom of concrete installation plate left and right sides is provided with sand cleaning subassembly, the surface of concrete support column is provided with trapezoidal reinforcing support column, and there is a concrete support column between adjacent two trapezoidal reinforcing support columns.

[0005] Preferably, the bottom of the concrete support column is fixedly connected with a square conical bottom plug.

[0006] Preferably, the bottom of the trapezoidal reinforcing support column is also fixedly connected with a square conical bottom plug.

[0007] Preferably, the U-shaped cover subassembly includes a U-shaped installation plate, the U-shaped installation plate is fixedly connected to the surface of the plug-in block, a plurality of movable grooves are provided on the outer surface of the movable groove, a roller is rotatably connected to the inner cavity of the movable groove, and the roller rolls on the surface of the insertion slot inner cavity.

[0008] Preferably, the sand cleaning subassembly includes a mounting rod, the mounting rod is inserted into the bottom of the left and right sides of the concrete installation plate, brush hairs are installed on the front and back sides of the mounting rod and the side away from the concrete installation plate, and mounting grooves are provided on the bottom of the left and right sides of the concrete installation plate for cooperation with the mounting rod.

[0009] Preferably, the reinforcing steel bar layer assembly is composed of two layers of transverse steel bar nets and two layers of longitudinal steel bar nets, the two layers of transverse steel bar nets are arranged between the two layers of longitudinal steel bar nets, the transverse steel bar nets and the longitudinal steel bar nets are fixedly connected through steel wires, left and right sides of the transverse steel bar nets extend to the inner cavity of the plug-in block, and the bottom of the longitudinal steel bar net extends to the inner cavity of the conical bottom plug.

[0010] 1、The utility model discloses a beneficial effect is: the utility model discloses a cooperation of concrete support column and mounting plate subassembly, the water and soil of dam body inside are protected, and water and soil loss is reduced, and simultaneously utilize the trapezoidal reinforcing support column of installation in the inside of concrete support column, support and reinforce the concrete support column to improve the stability of the reinforcing structure.

[0011] 2、The utility model discloses through the setting of U shape cover subassembly, when installing mounting plate subassembly between two concrete support columns, the surface of the inner chamber of the plug-in groove will roll over the drum, thereby reducing the sliding friction of the plug-in block and the inner chamber of the plug-in groove, and facilitating the installation of the mounting plate subassembly.

[0012] 3、The utility model discloses through the setting of sand cleaning subassembly, since when erecting the reinforcing structure, need first insert the concrete support column into the both sides of river channel, the surface of the inner chamber of the plug-in groove will adhere to the silt at this moment, thereby affecting the insertion of the plug-in block, the surface of sand cleaning subassembly is brushed to the surface of the inner chamber of the plug-in groove through the bristle, can clean the silt, further facilitate the insertion of the plug-in block in the inner chamber of the plug-in groove. BRIEF DESCRIPTION OF DRAWINGS

[0013] The above and / or other aspects of the present utility model will become more apparent and more readily appreciated, as the same becomes better understood by reference to the following detailed description, when taken in conjunction with the accompanying drawings, in which:

[0014] Figure 1 It is the installation perspective drawing of one embodiment of the utility model;

[0015] Figure 2 It is the partial three-dimensional split drawing of one embodiment of the utility model;

[0016] Figure 3 It is the reinforcing steel bar layer assembly perspective drawing of one embodiment of the utility model;

[0017] Figure 4 It is the partial three-dimensional drawing of U shape cover subassembly of one embodiment of the utility model;

[0018] Figure 5 It is the sand cleaning subassembly perspective drawing of one embodiment of the utility model.

[0019] In the drawings, the component list represented by each sign is as follows:

[0020] 1, concrete support column, 2, mounting plate assembly, 21, concrete mounting plate, 22, plug, 23, conical bottom plug, 24, mounting groove, 3, U-shaped sleeve assembly, 31, U-shaped mounting plate, 32, movable slot, 33, roller, 4, sand cleaning assembly, 41, mounting rod, 42, brush, 5, reinforcing steel layer assembly, 51, horizontal steel mesh, 52, longitudinal steel mesh, 6, trapezoidal reinforced support column, 7, square conical bottom plug, 8, plug groove. DETAILED DESCRIPTION

[0021] Hereinafter, the embodiments of the water conservancy dam anti-collapse reinforcing structure of the present application will be described with reference to the accompanying drawings.

[0022] The embodiments described herein are specific embodiments of the present application, which are used to illustrate the concept of the present application, and are explanatory and exemplary, and should not be interpreted as limiting the embodiments of the present application and the scope of the present application. In addition to the embodiments described herein, those skilled in the art can also employ other technical solutions that are obvious based on the content disclosed in the claims and the specification of the present application, which include technical solutions that make any obvious replacement and modification to the embodiments described herein.

[0023] The drawings of the present specification are schematic drawings that assist in explaining the concept of the present application, and schematically represent the shape of each part and its mutual relationship. Please note that in order to clearly show the structure of each component of the embodiments of the present application, the drawings are not drawn according to the same scale. The same reference signs are used to represent the same parts.

[0024] Figures 1-5The utility model discloses a water conservancy dam anti-collapse reinforcing structure which comprises a plurality of concrete support columns 1 installed on the inner side of the dam: the bottom of the concrete support column 1 is fixedly connected with a square conical bottom plug 7; an installation plate assembly 2 is arranged between the two adjacent concrete support columns 1; the installation plate assembly 2 comprises a concrete installation plate 21; a reinforcing steel bar layer assembly 5 is arranged in the inner cavity of the concrete installation plate 21; the reinforcing steel bar layer assembly 5 is composed of two layers of horizontal steel mesh 51 and two layers of longitudinal steel mesh 52; the two layers of horizontal steel mesh 51 are arranged between the two layers of longitudinal steel mesh 52; the horizontal steel mesh 51 and the longitudinal steel mesh 52 are fixedly connected by steel wires; the left and right sides of the horizontal steel mesh 51 extend into the inner cavity of the plug 22; the bottom of the longitudinal steel mesh 52 extends into the inner cavity of the conical bottom plug 23; the left and right sides of the concrete installation plate 21 are fixedly connected with the plug 22; the left and right sides of the concrete support column 1 are provided with plug slots 8 matched with the plug 22; the bottom of the concrete installation plate 21 is fixedly connected with the conical bottom plug 23; the surface of the plug 22 is sleeved with a U-shaped sleeve assembly 3; the surface of the inner cavity of the plug slot 8 is in contact with the U-shaped sleeve assembly 3; the U-shaped sleeve assembly 3 comprises a U-shaped installation plate 31 fixedly connected to the surface of the plug 22; a plurality of movable grooves 32 are formed on the outer surface of the movable groove 32; a roller 33 is rotatably connected to the inner cavity of the movable groove 32; the roller 33 rolls on the surface of the inner cavity of the plug slot 8; when the installation plate assembly 2 is installed between the two concrete support columns 1, the roller 33 rolls on the surface of the inner cavity of the plug slot 8, thereby reducing the sliding friction between the plug 22 and the inner cavity of the plug slot 8, facilitating the installation of the installation plate assembly 2; the bottom of the left and right sides of the concrete installation plate 21 is provided with a sand cleaning assembly 4; the sand cleaning assembly 4 comprises an installation rod 41 inserted into the bottom of the left and right sides of the concrete installation plate 21; bristles 42 are arranged on the front and back sides of the installation rod 41 and the side away from the concrete installation plate 21; the bottom of the left and right sides of the concrete installation plate 21 is provided with an installation groove 24 matched with the installation rod 41; the bristles 42 on the surface of the sand cleaning assembly 4 can clean the surface of the inner cavity of the plug slot 8, thereby facilitating the insertion of the plug 22 into the inner cavity of the plug slot 8; the surface of the concrete support column 1 is provided with a trapezoidal reinforcing support column 6; the bottom of the trapezoidal reinforcing support column 6 is also fixedly connected with a square conical bottom plug 7; one concrete support column 1 is arranged between the two adjacent trapezoidal reinforcing support columns 6.

[0025] Working principle: the utility model for use, the user through first using spiral drill to the soil layer in the river channel drilling, on the basis of hole pile, use pile driver again concrete support column 1 installation design requirement inserts into the water body in the dam, then U-shaped mounting plate 31 fixed installation is installed on the surface of the plug 22, and the installation rod 41 is inserted into the inner chamber of the installation groove 24, then the plug 22 is aligned with the inner chamber of the insertion slot 8 in the concrete support column 1 and installs the mounting plate assembly 2 between two concrete support columns 1, through the cooperation of concrete support column 1 and mounting plate assembly 2, the water and soil inside the dam body are protected, and the soil erosion is reduced, finally the inside installation trapezoidal reinforcing support column 6 of concrete support column 1, the concrete support column 1 is supported and reinforced, thereby the stability of the reinforcing structure is improved, through the cooperation of conical bottom plug 23 and square conical bottom plug 7, the resistance of concrete support column 1, mounting plate assembly 2 and trapezoidal reinforcing support column 6 can be reduced, and concrete support column 1, mounting plate assembly 2 and trapezoidal reinforcing support column 6 are inserted into the soil in the river channel dam inside the dam.

[0026] In summary: the water conservancy dam anti-collapse reinforcing structure, through the cooperation of concrete support column 1 and mounting plate assembly 2, the water and soil inside the dam body are protected, and the soil erosion is reduced, and simultaneously, the trapezoidal reinforcing support column 6 installed in the inside of concrete support column 1 is used to support and reinforce the concrete support column 1, thereby the stability of the reinforcing structure is improved.

[0027] The above disclosed technical features are not limited to the disclosed combinations with other features, and other combinations between technical features can be made by those skilled in the art according to the purpose of the utility model, and the purpose of the utility model is achieved.

Claims

1. A structure for reinforcing and preventing the collapse of hydraulic dikes, characterized in that, The structure includes multiple concrete support columns (1) installed on the inner side of the dam: an installation plate assembly (2) is provided between two adjacent concrete support columns (1), the installation plate assembly (2) includes a concrete installation plate (21), the inner cavity of the concrete installation plate (21) is provided with a reinforcing steel layer assembly (5), the left and right sides of the concrete installation plate (21) are fixedly connected with inserts (22), the left and right sides of the concrete support column (1) are provided with slots (8) that cooperate with the inserts (22), the bottom of the concrete installation plate (21) is fixedly connected with a conical bottom insert (23), the surface of the insert (22) is fitted with a U-shaped sleeve assembly (3), the U-shaped sleeve assembly (3) and the inner cavity of the slot (8) are in contact, the bottom of the left and right sides of the concrete installation plate (21) is provided with a sand-clearing assembly (4), the surface of the concrete support column (1) is provided with a trapezoidal reinforcing support column (6), and there is a concrete support column (1) between two adjacent trapezoidal reinforcing support columns (6).

2. The anti-collapse reinforcement structure for hydraulic dikes according to claim 1, characterized in that, The bottom of the concrete support column (1) is fixedly connected with a square pyramidal bottom insert (7).

3. The anti-collapse reinforcement structure for hydraulic dams according to claim 2, characterized in that, The bottom of the trapezoidal reinforced support column (6) is also fixedly connected to a square pyramidal bottom plug (7).

4. The anti-collapse reinforcement structure for hydraulic dams according to claim 3, characterized in that, The U-shaped sleeve assembly (3) includes a U-shaped mounting plate (31), which is fixedly connected to the surface of the insert (22). The outer surface of the U-shaped mounting plate (31) is provided with multiple movable grooves (32), and the inner cavity of the movable groove (32) is rotatably connected to a roller (33). The roller (33) rolls on the surface of the inner cavity of the slot (8).

5. The anti-collapse reinforcement structure for hydraulic dams according to claim 4, characterized in that, The sand-clearing component (4) includes an installation rod (41), which is inserted into the bottom of the left and right sides of the concrete mounting plate (21). The front and rear sides of the installation rod (41) and the side away from the concrete mounting plate (21) are all equipped with bristles (42). The bottom of the left and right sides of the concrete mounting plate (21) is provided with an installation groove (24) that works with the installation rod (41).

6. The anti-collapse reinforcement structure for hydraulic dams according to claim 5, characterized in that, The reinforced steel layer assembly (5) consists of two layers of transverse steel mesh (51) and two layers of longitudinal steel mesh (52). The two layers of transverse steel mesh (51) are arranged between the two layers of longitudinal steel mesh (52). The transverse steel mesh (51) and the longitudinal steel mesh (52) are fixedly connected by steel wire. The left and right sides of the transverse steel mesh (51) extend to the inner cavity of the insert (22), and the bottom of the longitudinal steel mesh (52) extends to the inner cavity of the conical bottom insert (23).

Images