Reservoir danger removing and reinforcing structure

Abstract

The utility model discloses a reservoir danger removing and reinforcing structure, which relates to the technical field of reservoir reinforcing structures and comprises a dam body, a reinforcing mechanism is arranged on the slope surface of the dam body and comprises a bottom beam, a plurality of T-shaped partition plates arrayed at equal intervals are arranged above the bottom beam, and T-shaped sliding blocks are arranged at the lower ends of the T-shaped partition plates. T-shaped sliding grooves allowing the T-shaped sliding blocks to slide are formed in the upper surface of the bottom beam, and reinforcing plates are arranged between the multiple T-shaped partition plates. According to the reservoir danger removing and reinforcing structure, through the arrangement of the reinforcing mechanism, the bottom beam is fixed to the slope face of the dam body through the mounting bolts and the mounting bases, after the bottom beam is mounted, an operator sequentially pushes the multiple reinforcing plates into the positions between the T-shaped partition plates above the dam body, then the fixed top plate is mounted above the dam body through the fixing bolts, and the reinforcing plates are fixed to the slope face of the dam body through the fixing bolts. The installation work of the reinforcing structure can be completed by screwing the reinforcing bolts to fasten the reinforcing plates into the T-shaped partition plates, operation is easy, and meanwhile workers do not need to stand on the slope face of the dam body for operation.

Description

TECHNICAL FIELD

[0001] The utility model relates to reservoir reinforcement structure technical field especially relates to a reservoir danger removal and reinforcement structure. BACKGROUND

[0002] The reservoir is the important facility of water conservancy industry, has the functions such as flood control, irrigation, power generation navigation, urban and rural water supply and aquaculture. The reservoir can be built to adjust and utilize water resources, resist flood disaster, do harm and benefit, promote national economic development and guarantee people's life and property safety.

[0003] The patent document with the publication number CN213061913U discloses a reservoir danger removal and reinforcement structure, relates to the field of hydraulic engineering technology, and comprises a fixed rod inserted into the dam body, a fixed plate and a reinforcement plate used to reinforce the dam body. The fixed plate is fixedly connected to one end of the fixed rod, and the reinforcement plate is fixedly connected to the side of the fixed plate away from the fixed rod. The application has the effect of facilitating reservoir dam reinforcement construction for operators.

[0004] In actual use, the above-mentioned scheme requires the staff to stand on the dam slope for a long time and install the reinforcement plates one by one, which is inconvenient to install, greatly increases the work burden of the staff and has a high risk of slope operation. UTILITY MODEL CONTENTS

[0005] The utility model discloses a reservoir danger removal and reinforcement structure, which aims to solve the technical problem of inconvenient installation of the existing reservoir reinforcement structure.

[0006] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme:

[0007] A reservoir danger removal and reinforcement structure comprises a dam body, and a reinforcement mechanism is arranged at the slope surface of the dam body.

[0008] The reinforcement mechanism comprises a bottom beam, a plurality of equidistantly arrayed T-shaped partitions are arranged above the bottom beam, the lower end of each T-shaped partition is provided with a T-shaped sliding block, the upper surface of the bottom beam is provided with a T-shaped sliding groove for the sliding of the T-shaped sliding block, and a reinforcement plate is arranged between the plurality of T-shaped partitions.

[0009] The upper surface of the dam body is provided with a fixed top plate, the upper surface of the fixed top plate is provided with a mounting groove, a flood control mechanism is arranged in the mounting groove, a plurality of equidistantly arrayed first threaded holes are arranged in the inner bottom wall of the mounting groove, and the inner wall of each first threaded hole is threadedly connected with a fixed bolt.

[0010] Preferably, the lower surface of the bottom beam is provided with a plurality of equidistantly arrayed mounting seats, the surface of each mounting seat is provided with a mounting opening, and the inner wall of each mounting opening is threadedly connected with a mounting bolt.

[0011] Preferably, the number of reinforcing plates is several, and the several reinforcing plates are arranged equidistantly between the several T-shaped partitions, and the reinforcing plates are provided with hand slots on surfaces.

[0012] Preferably, the upper surface of the fixed top plate is provided with a plurality of equidistantly arranged second threaded holes, and the inner walls of the second threaded holes are threadedly connected with reinforcing bolts.

[0013] Preferably, the flood prevention mechanism comprises a rotating seat fixedly installed on the inner wall of the installation groove, and the surface of the rotating seat is rotatably connected with a baffle, and one side surface of the baffle is rotatably connected with a supporting rod through a rotating shaft.

[0014] Preferably, the inner bottom wall of the installation groove is provided with a clamping groove corresponding to the position of the supporting rod, and the end of the supporting rod away from the baffle is in abutment with the inner wall of the clamping groove.

[0015] Preferably, the upper end of the baffle is provided with a receiving groove, and the receiving groove is slidably connected with an unfolding plate, and the other side surface of the baffle away from the supporting rod is provided with a sliding slot, and the surface of the unfolding plate is fixedly connected with a screw rod slidably connected with the inner wall of the sliding slot, and the surface of the screw rod is threadedly connected with a fixing nut.

[0016] Preferably, the surface of the unfolding plate is provided with a guide sliding block, and the inner wall of the receiving groove is provided with a guide sliding groove for the guide sliding block to slide.

[0017] Compared with the prior art, the utility model has the advantages that:

[0018] 1. The bottom beam is fixed on the dam body slope through the installation bolt and the installation seat, and after the bottom beam is installed, the workers push the reinforcing plates into the T-shaped partitions in sequence from above the dam body, then install the fixed top plate on the dam body through the fixing bolt, and tighten the reinforcing bolt to fix the reinforcing plate in the T-shaped partition, so that the installation of the reinforcing structure is completed, and the operation is simple and the workers do not need to stand on the dam body slope.

[0019] 2. When the water level in the reservoir rises in heavy rain, the baffle is vertically rotated in the installation groove through the rotating seat, and the end of the supporting rod is inserted into the clamping groove of the installation groove through the rotating of the supporting rod, so that the baffle is supported, and the effect of water blocking and flood prevention is achieved under the action of the baffle, and the fixing nut on the surface of the screw rod is loosened, so that the unfolding plate is lifted up under the action of the unfolding plate, and the height range of the baffle for water blocking is increased, and the flood prevention effect of the reinforcing structure is further improved. BRIEF DESCRIPTION OF DRAWINGS

[0020] The drawings described herein are used to provide a further understanding of the utility model, and the schematic embodiments of the utility model and the description thereof are used to explain the utility model, and do not constitute improper limitation. In the drawings:

[0021] Figure 1A three-dimensional structure schematic diagram of the reservoir danger-removing and reinforcing structure is provided.

[0022] Figure 2 A three-dimensional structure schematic diagram of the T-shaped partition plate of the reservoir danger-removing and reinforcing structure is provided.

[0023] Figure 3 A reinforcing plate cross-section structure schematic diagram of the reservoir danger-removing and reinforcing structure is provided.

[0024] Figure 4 A baffle plate cross-section structure schematic diagram of the reservoir danger-removing and reinforcing structure is provided.

[0025] Figure 5 A three-dimensional structure schematic diagram of the reservoir danger-removing and reinforcing structure is provided. Figure 4 An enlarged structure schematic diagram of the middle A is provided.

[0026] Figure 6 A baffle plate cross-section structure schematic diagram of the reservoir danger-removing and reinforcing structure is provided.

[0027] In the drawings: 1, dam body; 2, reinforcing mechanism; 3, fixed top plate; 4, installation groove; 5, flood control mechanism; 6, fixed bolt; 7, reinforcing bolt; 201, bottom beam; 202, T-shaped partition plate; 203, T-shaped sliding block; 204, reinforcing plate; 205, installation bolt; 206, hand slot; 501, rotating seat; 502, baffle; 503, support rod; 504, display plate; 505, screw rod; 506, guide sliding block. DETAILED DESCRIPTION

[0028] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model.

[0029] Referring to Figures 1-6 A reservoir danger-removing and reinforcing structure, comprising a dam body 1, and a reinforcing mechanism 2 arranged at the slope surface of the dam body 1.

[0030] The reinforcing mechanism 2 comprises a bottom beam 201, a plurality of equidistantly arranged T-shaped partition plates 202 arranged above the bottom beam 201, T-shaped sliding blocks 203 arranged at the lower ends of the T-shaped partition plates 202, T-shaped sliding grooves formed in the upper surface of the bottom beam 201 and used for the T-shaped sliding blocks 203 to slide, and reinforcing plates 204 arranged between the plurality of T-shaped partition plates 202.

[0031] The upper surface of the dam body 1 is provided with a fixed top plate 3, the upper surface of the fixed top plate 3 is provided with an installation groove 4, the inside of the installation groove 4 is provided with a flood control mechanism 5, the inner bottom wall of the installation groove 4 is provided with a plurality of equidistantly arranged first threaded holes, and the inner wall of the first threaded holes is threadedly connected with fixed bolts 6.

[0032] The lower surface of the bottom beam 201 is provided with a plurality of equidistantly arranged mounting seats, the surface of the mounting seat is provided with a mounting opening, and the inner wall of the mounting opening is threadedly connected with a mounting bolt 205.

[0033] Through the arrangement of the mounting bolt 205 and the mounting seat, the bottom beam 201 can be fixedly installed at the slope surface of the dam body 1.

[0034] The number of the reinforcing plates 204 is several, and the several reinforcing plates 204 are equidistantly arranged between the several T-shaped partitions 202, respectively. The surface of the reinforcing plate 204 is provided with a hand placing groove 206. Through the arrangement of the hand placing groove 206, the reinforcing plate 204 can be conveniently pushed out of the T-shaped partition 202 when it is disassembled.

[0035] The upper surface of the fixed top plate 3 is provided with a plurality of equidistantly arranged second threaded holes, and the inner wall of the second threaded hole is threadedly connected with a reinforcing bolt 7. Through the arrangement of the reinforcing bolt 7, the reinforcing plate 204 can be tightly fixed in the T-shaped partition 202.

[0036] Referring to Figure 4 , Figure 5 and Figure 6 , in a preferred embodiment, the flood control mechanism 5 comprises a rotating seat 501 fixedly installed on the inner wall of the mounting groove 4, the surface of the rotating seat 501 is rotationally connected with a baffle plate 502, one side surface of the baffle plate 502 is rotationally connected with a supporting rod 503 through a rotating shaft, and through the arrangement of the supporting rod 503 and the baffle plate 502, the effect of water blocking and flood control can be achieved when the water level in the reservoir rises.

[0037] The inner bottom wall of the mounting groove 4 is provided with a clamping groove corresponding in position to the supporting rod 503, and the end of the supporting rod 503 away from the baffle plate 502 is in abutment with the inner wall of the clamping groove. Through the arrangement of the clamping groove, the supporting rod 503 is more stable when supporting the baffle plate 502.

[0038] The upper end of the baffle plate 502 is provided with a receiving groove, the inside of the receiving groove is slidably connected with an unfolding plate 504, the other side surface of the baffle plate 502 away from the supporting rod 503 is provided with a sliding bar opening, the surface of the unfolding plate 504 is fixedly connected with a screw rod 505 slidably connected with the inner wall of the sliding bar opening, and the surface of the screw rod 505 is threadedly connected with a fixing nut. Through the arrangement of the unfolding plate 504, the height range of the baffle plate 502 for water blocking can be adjusted according to the water blocking needs.

[0039] The surface of the unfolding plate 504 is provided with a guide sliding block 506, and the inner wall of the receiving groove is provided with a guide sliding groove for the sliding of the guide sliding block 506. Under the sliding assistance of the guide sliding block 506, the unfolding plate 504 can smoothly move up and down in the receiving groove.

[0040] Working principle: when installing, the bottom beam 201 is fixed at the slope surface of the dam body 1 through the installation bolt 205 and the installation base, since the T-shaped partition plate 202 is installed in the T-shaped sliding groove of the bottom beam 201 through the T-shaped sliding block 203, the number of the T-shaped partition plates 202 can be set according to the width of the dam body 1, and the spacing between the T-shaped partition plates 202 can be adjusted according to the width and model of the reinforcing plates 204, after the bottom beam 201 is installed, the workers push the reinforcing plates 204 into the T-shaped partition plates 202 in sequence above the dam body 1, then the fixed top plate 3 is installed above the dam body 1 through the fixing bolt 6, and the reinforcing plates 204 are fixed in the T-shaped partition plates 202 by tightening the reinforcing bolt 7, so the installation work of the reinforcing structure is completed, when the water level in the reservoir rises in the rainstorm, the baffle 502 is rotated in the installation groove 4 through the rotating base 501 to make it vertical, and the supporting rod 503 is rotated to insert the end thereof into the clamping groove of the installation groove 4, so the baffle 502 is supported, under the action of the baffle 502, the effect of water blocking and flood prevention can be achieved, at the same time, the fixed nut on the surface of the screw rod 505 is loosened, the expansion plate 504 is lifted up without the restriction of the fixed nut, and the height range of the baffle 502 for water blocking is increased under the action of the expansion plate 504.

[0041] The above merely describes a preferred embodiment of the present application, but the protection scope of the present application is not limited to this, any person skilled in the art can make equivalent replacement or change according to the technical scheme and concept of the present application, which should be covered in the protection scope of the present application.

Claims

1. A reservoir reinforcement structure, characterized by, The dam body (1) is provided with a reinforcing mechanism (2) on the slope surface of the dam body (1); The reinforcing mechanism (2) comprises a bottom beam (201), a plurality of equidistantly arranged T-shaped partitions (202) are arranged above the bottom beam (201), T-shaped sliders (203) are arranged at the lower ends of the T-shaped partitions (202), T-shaped sliding grooves are formed in the upper surface of the bottom beam (201) for the T-shaped sliders (203) to slide, and reinforcing plates (204) are arranged between the plurality of T-shaped partitions (202). The upper surface of the dam body (1) is provided with a fixed top plate (3), the upper surface of the fixed top plate (3) is provided with a mounting groove (4), the inside of the mounting groove (4) is provided with a flood prevention mechanism (5), the inner bottom wall of the mounting groove (4) is provided with a plurality of equidistantly arranged first threaded holes, and the inner wall of the first threaded hole is threadedly connected with a fixing bolt (6).

2. The reservoir reinforcement structure according to claim 1, wherein The lower surface of the bottom beam (201) is provided with a plurality of equidistantly arranged mounting seats, the surface of the mounting seat is provided with a mounting opening, and the inner wall of the mounting opening is threadedly connected with a mounting bolt (205).

3. The reservoir reinforcement structure according to claim 1, wherein The number of reinforcing plates (204) is several, and the reinforcing plates (204) are equidistantly arranged between the plurality of T-shaped partitions (202), respectively.

4. The reservoir reinforcement structure according to claim 1, wherein The upper surface of the fixed top plate (3) is provided with a plurality of equidistantly arranged second threaded holes, and the inner wall of the second threaded hole is threadedly connected with a reinforcing bolt (7).

5. The reservoir reinforcement structure according to claim 1, wherein The flood prevention mechanism (5) comprises a rotating seat (501) fixedly arranged on the inner wall of the mounting groove (4), the surface of the rotating seat (501) is rotatably connected with a baffle (502), and one side surface of the baffle (502) is rotatably connected with a supporting rod (503) through a rotating shaft.

6. The reservoir reinforcement structure according to claim 5, wherein The inner bottom wall of the mounting groove (4) is provided with a clamping groove corresponding to the position of the supporting rod (503), and one end of the supporting rod (503) away from the baffle (502) is in abutment with the inner wall of the clamping groove.

7. The reservoir reinforcement structure according to claim 5, wherein The upper end of the baffle (502) is provided with a receiving groove, the inside of the receiving groove is slidably connected with an unfolding plate (504), the other side surface of the baffle (502) away from the supporting rod (503) is provided with a sliding slot, the surface of the unfolding plate (504) is fixedly connected with a screw rod (505) slidably connected with the inner wall of the sliding slot, and the surface of the screw rod (505) is threadedly connected with a fixing nut.

8. The reservoir reinforcement structure according to claim 7, wherein The surface of the unfolding plate (504) is provided with a guide sliding block (506), and the inner wall of the receiving groove is provided with a guide sliding groove for the guide sliding block (506) to slide.

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