CN212175674U

CN212175674U - Hydraulic engineering is with high-efficient durable flood bank

Info

Publication number: CN212175674U
Application number: CN202020825549.5U
Authority: CN
Inventors: 赵明
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-05-18
Filing date: 2020-05-18
Publication date: 2020-12-18
Anticipated expiration: 2030-05-18

Abstract

The utility model discloses a high-efficient durable flood bank for hydraulic engineering, including a main dike and No. two main dikes, correspond the slide card respectively in a main dike and No. two main dikes and be equipped with L type auxiliary dike and No. two L type auxiliary dikes, L type auxiliary dike and No. two L type auxiliary dikes upper portions correspond the cover respectively and are equipped with a dredging frame and No. two dredging frames, all fixedly insert in the dredging frame and No. two dredging frames and be equipped with the dredging pipe, the utility model discloses, utilize the fixed joint of sealed card dike and sealed draw-in groove, realize the sealing connection between adjacent main dike and No. two main dikes, prevent effectively that it causes the breach to leak between the adjacent main dikes, thereby strengthened the flood bank's flood control effect; set up multiunit buffer spring, utilize buffer spring to assist the cushioning effect of dyke to an L type, can effectively cushion the river and assist the impact force that the dyke brought to an L type to increased the life of dyke is assisted to an L type, and then further strengthened the flood control effect of flood control dyke.

Description

Hydraulic engineering is with high-efficient durable flood bank

Technical Field

The utility model relates to a hydraulic engineering technical field specifically is a hydraulic engineering is with high-efficient durable flood bank.

Background

The hydraulic engineering flood bank refers to the dykes and dams that hydraulic power worker built in order to prevent the river flood, the flood bank can effectively restrain the flood, the people who protects the river bank keeps away from the flood disaster, avoid loss of property, but if because do not have sealed fixed connection or the flood bank main part is unstable between the adjacent flood bank, all cause the breach easily, thereby, cause certain personal damage or economic loss, secondly, flood or river can carry out impact many times to the flood bank, because the flood bank lacks certain cushioning effect, very easily cause the breach of flood bank, for this reason, we propose a neotype high-efficient durable flood bank for hydraulic engineering and be used for solving above-mentioned problem.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a hydraulic engineering is with high-efficient durable dyke dam to solve the problem that proposes in the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme: a high-efficiency durable flood bank for hydraulic engineering comprises a first main bank and a second main bank, wherein a first L-shaped auxiliary bank and a second L-shaped auxiliary bank are respectively arranged in the first main bank and the second main bank correspondingly to a sliding clamp, the upper parts of the first L-shaped auxiliary bank and the second L-shaped auxiliary bank are respectively and correspondingly sleeved with a first dredging frame and a second dredging frame, dredging guide pipes are fixedly inserted in the first dredging frame and the second dredging frame, the first main bank and the second main bank are of right-angled triangle structures, one side, close to the outer wall of the second main bank, of the first main bank is provided with a sealing clamping groove, one side, close to the outer wall of the first main bank, of the second main bank is fixedly connected with a sealing clamping bank matched with the sealing clamping groove in use, the sealing clamping bank is fixedly clamped in the sealing clamping groove, the inclined end of the first main bank is provided with an L-shaped buffer groove, the first L-shaped auxiliary bank is slidably clamped in the L-shaped buffer groove, a convex frame which is symmetrically distributed up and down is arranged on the middle fixing clamp at one side of the outer wall of the first main embankment adjacent to the sealing clamping groove, and a buffer spring is jointly arranged between the convex frame and the L-shaped buffer groove.

As a preferred technical scheme of the utility model, it is the same with No. two mediation frame structures to dredge the frame one number, one side of dredging the pipe is fixed to be inserted and is equipped with the inlet tube that is linear array and distributes, and the free end of inlet tube all extends one number and dredges the frame.

As a preferred technical scheme of the utility model, No. two dredge outside the frame dredge pipe one side all weld have a connecting tube, connecting tube and the outer dredging pipe of dredging the frame of No. two dredging on the frame are fixed to be inserted and establish.

As a preferred technical scheme of the utility model, fixed the inserting is equipped with multiunit keel frame in the sealed embankment, No. one main embankment and No. two main embankments are extended in the both sides activity respectively of keel frame.

As a preferred technical scheme of the utility model, the slope end of a main embankment is equipped with the prevention of seepage frame, the equal fixed mounting of a main embankment lower extreme has the multiunit to support protrudingly, and the multiunit supports protrudingly and all extends into in the main embankment.

Compared with the prior art, the beneficial effects of the utility model are that:

1. the utility model discloses, utilize sealed card dyke and sealed draw-in groove's fixed joint, realize the sealing connection between adjacent main embankment and No. two main embankments, effectively prevent to leak between the adjacent main embankment and cause the breach to the flood control effect of flood control dyke has been strengthened.

2. Set up multiunit buffer spring, utilize buffer spring to assist the cushioning effect of dyke to an L type, can effectively cushion the river and assist the impact force that the dyke brought to an L type to increased the life of dyke is assisted to an L type, and then further strengthened the flood control effect of flood control dyke.

3. The multiple groups of supporting protrusions are arranged, wherein the upper parts and the lower parts of the supporting protrusions respectively extend into the first main embankment and the soil foundation correspondingly, and the connection stability between the first main embankment 1 and the foundation is further enhanced.

Drawings

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic connection diagram of a middle part structure of the present invention;

fig. 3 is a side sectional view of a part of the structure of the present invention.

In the figure: 1. a first main dike; 101. sealing the clamping groove; 102. an anti-seepage frame; 103. an L-shaped buffer tank; 2. a second main dike; 201. sealing the card dike; 3. a support boss; 4. a second L-shaped auxiliary dike; 5. an L-shaped auxiliary dike; 6. a first leading frame; 61. a dredging pipe; 62. a water inlet pipe; 7. a second guide frame; 701. connecting the inner pipes; 8. a keel frame; 11. a convex frame; 12. a buffer spring.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-3, the present invention provides a technical solution: the utility model provides a hydraulic engineering is with high-efficient durable dyke of preventing floodwater, includes No. 1 main embankment and No. 2 main embankment, correspond the slide card respectively in No. 1 main embankment and No. 2 main embankment and be equipped with No. 5 and No. 4 auxiliary embankments of No. two L types of L type, wherein 5 auxiliary embankments of No. one L type and No. 4 auxiliary embankments of No. two L types are the same in the structure, and correspond the connected mode the same with No. 1 main embankment and No. 2 main embankment, 5 auxiliary embankment of No. one L type and No. 4 upper portions of No. two L types auxiliary embankments correspond the cover respectively and are equipped with No. 6 and.

Referring to fig. 1-3, the first main bank 1 and the second main bank 2 are both of a right triangle structure, a sealing slot 101 is formed at one side of the first main bank 1, which is close to the outer wall of the second main bank 2, a sealing card bank 201 matched with the sealing slot 101 is fixedly connected to one side of the second main bank 2, which is close to the outer wall of the first main bank 1, and the sealing card bank 201 is fixedly clamped in the sealing slot 101 to realize the sealing connection between the first main bank 1 and the second main bank 2, thereby effectively preventing the water leakage between the adjacent main banks from causing the breach, and further enhancing the flood control effect of the flood control bank, the L-shaped buffer slot 103 is formed at the inclined end of the first main bank 1, the first L-shaped auxiliary bank 5 is slidably clamped in the L-shaped buffer slot 103, the first L-shaped auxiliary bank 5 can slide in the L-shaped buffer slot 103, the middle portion of the outer wall of the first main bank 1, which is adjacent to the sealing slot 101, is fixedly clamped with the convex frames 11 which, protruding frame 11 can set up the multiunit, installs buffer spring 12 between protruding frame 11 and the L type dashpot 103 jointly, utilizes multiunit buffer spring 12 to the cushioning effect of levee 5 is assisted to an L type, can effectively cushion the river and assist the impact force that levee 5 brought to an L type to increased the life of levee 5 is assisted to an L type, and then further strengthened the flood control effect of flood control levee.

Referring to fig. 1-3, the first dredging frame 6 and the second dredging frame 7 have the same structure, the first dredging frame 6 and the second dredging frame 7 are fixedly inserted with a dredging pipe 61, one side of the dredging pipe 61 is fixedly inserted with water inlet pipes 62 distributed in a linear array, and the free ends of the water inlet pipes 62 extend out of the first dredging frame 6, when in use, when river reaches the water level of the water inlet pipes 62, the river enters the dredging pipe 61 through the water inlet pipes 62 and is collected into other places through the dredging function of the dredging pipe 61 on the river, so that the speed of the river overflowing the wall is effectively reduced; the connecting inner pipe 701 is welded on one side of the dredging pipe 61 outside the second dredging frame 7, the connecting inner pipe 701 on the second dredging frame 7 and the dredging pipe 61 outside the first dredging frame 6 are fixedly inserted, and the connecting inner pipe 701 is sealed and inserted to facilitate the connection and installation between the adjacent dredging pipes 61.

Referring to fig. 1-3, a plurality of keel frames 8 are fixedly inserted into the sealed embankment 201, a first main embankment 1 and a second main embankment 2 are respectively and movably extended from two sides of the keel frame 8, and the arrangement of the plurality of keel frames 8 enhances the firmness of the first main embankment 1 and the second main embankment 2, thereby improving the flood control efficiency of the flood control embankment body.

Referring to fig. 1-3, the seepage-proofing frame 102 is disposed at the inclined end of the first main bank 1, and by using the reverse seepage-proofing frame 102, the seepage erosion of flood to the first main bank 1 can be effectively prevented, a plurality of sets of supporting protrusions 3 are fixedly mounted at the lower end of the first main bank 1, the plurality of sets of supporting protrusions 3 extend into the first main bank 1, and the plurality of sets of supporting protrusions 3 are disposed to connect the first main bank 1 with the ground, wherein the upper and lower portions of the plurality of sets of supporting protrusions 3 respectively extend into the first main bank 1 and the soil foundation, and are plugged by cement, so that the stability of connection between the first main bank 1 and the foundation is further enhanced.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a hydraulic engineering is with high-efficient durable dyke, includes a main embankment (1) and No. two main embankments (2), its characterized in that: a first L-shaped auxiliary dike (5) and a second L-shaped auxiliary dike (4) are respectively arranged in the first main dike (1) and the second main dike (2) correspondingly to the sliding clamps, a first dredging frame (6) and a second dredging frame (7) are respectively sleeved on the upper parts of the first L-shaped auxiliary dike (5) and the second L-shaped auxiliary dike (4) correspondingly, and dredging pipes (61) are fixedly inserted in the first dredging frame (6) and the second dredging frame (7);

the first main embankment (1) and the second main embankment (2) are both in right-angled triangle structures, a sealing clamping groove (101) is arranged on one side of the outer wall of the first main embankment (1) close to the second main embankment (2), one side of the second main embankment (2) close to the outer wall of the first main embankment (1) is fixedly connected with a sealing card embankment (201) matched with the sealing card slot (101), and the sealing card dike (201) is fixedly clamped in the sealing card slot (101), the inclined end of the first main dike (1) is provided with an L-shaped buffer slot (103), the first L-shaped auxiliary dike (5) is slidably clamped in the L-shaped buffer groove (103), the middle part of one side of the outer wall of the first main embankment (1) adjacent to the sealing clamping groove (101) is fixedly clamped with convex frames (11) which are symmetrically distributed up and down, and a buffer spring (12) is arranged between the convex frame (11) and the L-shaped buffer groove (103) together.

2. The efficient durable flood bank for the hydraulic engineering according to claim 1, wherein: the first dredging frame (6) and the second dredging frame (7) are identical in structure, water inlet pipes (62) distributed in a linear array are fixedly inserted into one side of the dredging pipe (61), and the free ends of the water inlet pipes (62) extend out of the first dredging frame (6).

3. The efficient durable flood bank for the hydraulic engineering according to claim 1, wherein: the connecting inner pipe (701) is welded on one side of the dredging pipe (61) outside the second dredging frame (7), and the connecting inner pipe (701) on the second dredging frame (7) and the dredging pipe (61) outside the first dredging frame (6) are fixedly inserted.

4. The efficient durable flood bank for the hydraulic engineering according to claim 1, wherein: a plurality of groups of keel frames (8) are fixedly inserted into the sealing clamp embankment (201), and a first main embankment (1) and a second main embankment (2) are movably extended from two sides of each keel frame (8) respectively.

5. The efficient durable flood bank for the hydraulic engineering according to claim 1, wherein: the anti-seepage frame (102) is arranged at the inclined end of the first main dike (1), a plurality of groups of supporting bulges (3) are fixedly arranged at the lower end of the first main dike (1), and the plurality of groups of supporting bulges (3) extend into the first main dike (1).