Reservoir danger removing and reinforcing structure

Abstract

The utility model discloses a reservoir danger removing and reinforcing structure in the technical field of reservoir reinforcing structures, which comprises two groups of reinforcing beams arranged in parallel, a plurality of groups of reinforcing rods arranged in parallel are detachably mounted at the tops of the two groups of reinforcing beams, and a plurality of groups of mounting through holes arranged at equal intervals are formed in the reinforcing rods; a plurality of groups of reinforcing rods are arranged on the reinforcing beam, a plurality of groups of reinforcing plates parallel to the reinforcing beam are arranged below the plurality of groups of reinforcing rods, movable connecting pieces are arranged between the reinforcing plates and each group of reinforcing rods, and the movable connecting pieces are detachably mounted on two sides of one group of mounting through holes in the reinforcing rods. The problems that due to the fact that the slope of the reservoir is usually uneven, the splicing position of a reinforcing structure is inconvenient to adjust according to the actual terrain, and when anchor rods for reinforcing are installed, the connecting position between the anchor rods and a reinforcing frame is inconvenient to adjust according to the actual situation, and the danger removing and reinforcing structure is difficult to construct are solved.

Description

Technical Field

[0001] The utility model relates to the technical field of reservoir reinforcement structures, in particular to a reservoir risk elimination reinforcement structure. Background Art

[0002] At present, reservoirs are important facilities in the water conservancy industry, with functions such as flood control, irrigation, power generation and shipping, urban and rural water supply and aquaculture. The construction of reservoirs can regulate and utilize water resources, resist floods and waterlogging disasters, eliminate harm and promote benefits, promote national economic development and protect people's lives and property. Some existing reservoirs were built a long time ago. In order to ensure the stability of the dam, the dam is usually reinforced on the water side.

[0003] When assembling the existing reservoir hazard removal and reinforcement structure, it is not convenient to adjust the assembly position according to the actual terrain because the slope of the reservoir is usually uneven. When installing the anchor rods for reinforcement, it is not convenient to adjust the connection position between the anchor rods and the reinforcement frame according to the actual situation, which makes the hazard removal and reinforcement structure more difficult to construct. Therefore, those skilled in the art provide a reservoir hazard removal and reinforcement structure to solve the problems raised in the above background technology. Utility Model Content

[0004] The purpose of the utility model is to provide a reservoir risk removal and reinforcement structure to solve the problems raised in the above background technology.

[0005] To achieve the above object, the utility model provides the following technical solutions: a reservoir hazard removal reinforcement structure, comprising two sets of parallel reinforcement beams, the tops of the two sets of reinforcement beams are detachably mounted with multiple sets of parallel reinforcement rods, and the interiors of the reinforcement rods are provided with multiple sets of equidistantly arranged installation through holes;

[0006] A plurality of reinforcement plates parallel to the reinforcement beams are provided below the plurality of reinforcement rods, and a movable connection piece is provided between the reinforcement plate and each group of reinforcement rods. The movable connection piece can be detachably installed on both sides of a group of mounting through holes in the reinforcement rods, and a reinforcement anchor rod penetrating the reinforcement plate is provided between two adjacent groups of reinforcement rods.

[0007] Preferably: the tops of the two groups of reinforcement beams are provided with positioning plates clamped on both sides of the reinforcement rods, and the positioning plates are fixedly connected to the reinforcement rods by first bolts.

[0008] Preferably: the movable connecting member includes a U-shaped mounting plate snapped onto the bottom of the reinforcement rod, the U-shaped mounting plate and the reinforcement rod are fixedly connected by a second bolt passing through the mounting through hole, and a movable connecting plate is provided between the bottom of the U-shaped mounting plate and the top of the reinforcement plate.

[0009] Preferably: two groups of first fixing blocks hingedly connected to the top of the movable connecting plate are symmetrically installed at the bottom of the U-shaped mounting plate, and two groups of second fixing blocks hingedly connected to the bottom of the movable connecting plate are installed on the top of the reinforcement plate.

[0010] Preferably, the reinforcing plate has a plurality of groups of long connecting grooves for the fixing anchor rods to pass through, the fixing anchor rods include rods passing through the connecting grooves, and the ends of the rods are welded with blocks abutting against the surface of the reinforcing plate.

[0011] Compared with the prior art, the beneficial effects of the utility model are:

[0012] 1. In the utility model, the reinforcement plate is connected to the reinforcement beam through a movable connecting piece. A plurality of installation through holes for connecting the movable connecting piece are provided on the reinforcement beam, so that the installation position of the reinforcement plate can be conveniently adjusted according to actual conditions. Before the reinforcement plate is positioned by the fixed anchor rod, it is easy to rotate to improve the fit between the reinforcement plate and the hazard removal position, thereby improving the overall stability of the reservoir hazard removal reinforcement structure.

[0013] 2. In the utility model, the fixed anchor rod is composed of a rod and a block, and a long connecting groove for adjusting the installation position of the rod is opened inside the reinforcement plate, which can facilitate the adjustment of the installation position of the fixed anchor rod, thereby reducing the overall construction difficulty of the reservoir hazard removal and reinforcement structure. The installation method of the reservoir hazard removal and reinforcement structure is simple and convenient for actual construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0015] Figure 2 It is a bottom view of the overall structure of the utility model;

[0016] Figure 3 For this utility model Figure 1 A is an enlarged view of the middle image.

[0017] In the figure: 1. reinforcement beam; 2. reinforcement rod; 3. mounting through hole; 4. reinforcement plate; 5. positioning plate; 6. first bolt; 7. U-shaped mounting plate; 8. second bolt; 9. movable connecting plate; 10. first fixing block; 11. second fixing block; 12. connecting groove; 13. rod; 14. stopper. DETAILED DESCRIPTION

[0018] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0019] See also Figure 1 to Figure 3 In an embodiment of the utility model, a reservoir hazard removal and reinforcement structure includes two groups of parallel reinforcement beams 1, and multiple groups of parallel reinforcement rods 2 are detachably installed on the top of the two groups of reinforcement beams 1. Multiple groups of equidistantly arranged mounting through holes 3 are opened inside the reinforcement rods 2. Multiple groups of reinforcement plates 4 parallel to the reinforcement beams 1 are arranged below the multiple groups of reinforcement rods 2. Active connecting parts are provided between the reinforcement plates 4 and each group of reinforcement rods 2. The active connecting parts are detachably installed on both sides of one group of mounting through holes 3 in the reinforcement rods 2, and a reinforcement anchor rod penetrating the reinforcement plate 4 is provided between the two adjacent groups of reinforcement rods 2.

[0020] When installing the reservoir hazard removal and reinforcement structure, two groups of reinforcement beams 1 are fixed at the top and bottom of the position that needs to be reinforced, and the reinforcement rods 2 are installed one by one on the top of the reinforcement beams 1. After all the reinforcement rods 2 are fixed, multiple groups of reinforcement plates 4 can be arranged one by one perpendicular to the direction of the reinforcement rods 2 underneath them, and then the movable connecting parts on the reinforcement plates 4 are connected and fixed to the reinforcement rods 2 one by one. After the connection between the reinforcement plates 4 and the reinforcement rods 2 is installed, the fixed anchor rods are used to penetrate the reinforcement plates 4 and then inserted into the slope protection and other parts of the reservoir that need to be reinforced. The overall reinforcement structure can be fixed to the position where the reservoir needs to be removed from the hazard, and can provide efficient auxiliary reinforcement for the reservoir.

[0021] In one embodiment, the tops of the two groups of reinforcement beams 1 are provided with positioning plates 5 clamped on both sides of the reinforcement rods 2. The positioning plates 5 are fixedly connected to the reinforcement rods 2 by first bolts 6, which can facilitate the fastening connection between the reinforcement rods 2 and the positioning plates 5.

[0022] The movable connecting part includes a U-shaped mounting plate 7 snapped on the bottom of the reinforcement rod 2, and the U-shaped mounting plate 7 is fixedly connected to the reinforcement rod 2 by a second bolt 8 penetrating the mounting through hole 3. A movable connecting plate 9 is provided between the bottom of the U-shaped mounting plate 7 and the top of the reinforcement plate 4. The U-shaped mounting plate 7 is snapped on both sides of the mounting through hole 3 to be installed, and the second bolt 8 is used to penetrate the mounting through hole 3 and the U-shaped mounting plate 7 to achieve fixation of the two. The reinforcement plate 4 can be moved under the reinforcement rod 2 through the connection of the movable connecting plate 9. After the reinforcement plate 4 is attached to the surface to be fixed, it can be fixed with the reinforcement anchor rod, thereby achieving the overall stability of the reinforced structure.

[0023] Among them, two groups of first fixed blocks 10 hingedly connected to the top of the movable connecting plate 9 are symmetrically installed at the bottom of the U-shaped mounting plate 7, and two groups of second fixed blocks 11 hingedly connected to the bottom of the movable connecting plate 9 are installed on the top of the reinforcement plate 4, which can facilitate the connection and assembly between the components and improve the rotation flexibility of the reinforcement plate 4.

[0024] The interior of the reinforcement plate 4 is provided with a plurality of groups of long connecting grooves 12 for the fixed anchor rods to pass through. The fixed anchor rods include rod members 13 passing through the connecting grooves 12. The ends of the rod members 13 are welded with blocks 14 abutting against the surface of the reinforcement plate 4, which can facilitate the clamping and positioning of the reinforcement plate 4 by the fixed anchor rods. When the fixed anchor rods are installed, the tips of the fixed anchor rods inserted into the foundation, slope protection, etc. are prone to encounter rocks, which is not conducive to actual installation. The interior of the reinforcement plate 4 is provided with long connecting grooves 12, which can facilitate the adjustment of the installation position of the fixed anchor rods inside the reinforcement plate 4.

[0025] The above description is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes within the technical scope disclosed by the present invention according to the technical scheme and the utility model concept of the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A reservoir risk prevention and reinforcement structure, characterized in that: It comprises two groups of reinforcing beams (1) arranged in parallel, and a plurality of groups of reinforcing rods (2) arranged in parallel are detachably mounted on the tops of the two groups of reinforcing beams (1), and a plurality of groups of mounting through holes (3) arranged at equal distances are provided inside the reinforcing rods (2); A plurality of reinforcing plates (4) parallel to the reinforcing beams (1) are provided below the plurality of reinforcing rods (2); a movable connecting piece is provided between the reinforcing plate (4) and each group of reinforcing rods (2); the movable connecting piece is detachably mounted on both sides of a group of mounting through holes (3) in the reinforcing rods (2); and a reinforcing anchor rod penetrating the reinforcing plate (4) is provided between two adjacent groups of reinforcing rods (2).

2. A reservoir risk prevention and reinforcement structure according to claim 1, characterized in that: The tops of the two groups of reinforcement beams (1) are each provided with a positioning plate (5) clamped on both sides of the reinforcement rod (2); the positioning plate (5) and the reinforcement rod (2) are fixedly connected via a first bolt (6).

3. A reservoir risk prevention and reinforcement structure according to claim 1, characterized in that: The movable connecting member comprises a U-shaped mounting plate (7) snapped onto the bottom of the reinforcing rod (2); the U-shaped mounting plate (7) and the reinforcing rod (2) are fixedly connected via a second bolt (8) penetrating the mounting through hole (3); and a movable connecting plate (9) is provided between the bottom of the U-shaped mounting plate (7) and the top of the reinforcing plate (4).

4. A reservoir risk prevention and reinforcement structure according to claim 3, characterized in that: Two groups of first fixing blocks (10) hingedly connected to the top of the movable connecting plate (9) are symmetrically installed at the bottom of the U-shaped mounting plate (7), and two groups of second fixing blocks (11) hingedly connected to the bottom of the movable connecting plate (9) are installed on the top of the reinforcing plate (4).

5. A reservoir risk prevention and reinforcement structure according to claim 1, characterized in that: The reinforcing plate (4) is provided with a plurality of groups of long connecting grooves (12) for the fixing anchor rods to pass through, the fixing anchor rods comprising rods (13) passing through the connecting grooves (12), and the ends of the rods (13) are welded with stoppers (14) that abut against the surface of the reinforcing plate (4).

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