CN215518591U - Water conservancy protection high strength dyke - Google Patents

Abstract

The utility model discloses a water conservancy protection high-strength dike, which comprises a dike main body, wherein the dike main body comprises a pouring dam, and the pouring dam is arranged at the junction of a water system and land; the device comprises a plurality of slow flow retaining columns, a plurality of water supply columns and a plurality of water supply columns, wherein the slow flow retaining columns are uniformly arranged and fixedly connected to the left end of a pouring dam; the buffer assemblies are arranged between the buffer flow blocking columns at intervals; and block the subassembly, block the subassembly and can dismantle and connect on buffering the subassembly, through setting up the buffering subassembly, when the water wave strikes the left end of pouring the dam perpendicularly, the baffle atress moves right, it makes the spring compression shorten to move the in-process drive piston section of thick bamboo right, spring force grow afterwards, bounce makes the baffle move left, keep off the water wave back, the direct washing dyke of water wave direction has been avoided, block the subassembly through the cooperation of buffering subassembly and use and carry out the shock attenuation buffering to powerful impact force, avoid pouring the dam atress too big, improve the overall structure intensity of dyke, strengthen its stability.

Description

Water conservancy protection high strength dyke

Technical Field

The utility model relates to a hydraulic engineering technical field specifically is a water conservancy protection high strength dyke.

Background

The water conservancy dike refers to a soil dike or a flood wall and the like built around the coasts or reservoir areas of rivers, seas, lakes and seas and the flood-divided areas. A water retaining structure built along the bank of a river, a lake or a sea is called a dike; a hydraulic structure constructed to intercept water flow in a valley or river is called a dam. "dikes that are water resistant" are collectively referred to as "dike" dikes, an important flood protection project that has been most widely adopted in the world. The embankment is a main measure for preventing flood and protecting the residential and industrial and agricultural production. After the river levee restrains flood, the flood is limited in the flood passage, so that the water depth of the same flow is increased, the flood flow speed is increased, and flood discharge and sand discharge are facilitated. The dike can also resist wind waves and sea tides. The dikes can be divided into river dikes, lake dikes, sea dikes, reservoir dikes in low-lying areas of stagnant and flooded areas and the like according to different building positions; according to the functions, the device can be divided into a dry dike, a branch dike, a sub dike, a remote dike, a bulkhead dike, a flood bank, a breakwater, a polder dike, a breakwater and the like; according to building materials, the building material can be divided into: earth dikes, stone dikes, earth and stone mixed dikes, concrete flood control walls and the like.

At present, the general masonry of using of current water conservancy dyke is piled up and is formed, simple structure and upstream face parallel and level, such structure only can block the buffering to horizontal water wave direction, can't block the buffering to the rivers direction, the water velocity is too fast, can accelerate with the wearing and tearing speed of dyke contact segment, reduce the life of dyke, and, the water wave direction directly erodees the dyke, can't carry out the shock attenuation buffering to powerful impact force, the dyke atress is direct and big, destroy the structural stability of dyke easily, cause the dyke to damage.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a water conservancy protection high strength dyke to solve the problem that proposes in the above-mentioned background art.

In order to achieve the above purpose, the utility model provides the following technical scheme: a water conservancy protective high strength levee comprising a levee body, said levee body comprising:

the pouring dam is arranged at the junction of a water system and land;

the device comprises a plurality of slow flow retaining columns, a plurality of water supply columns and a plurality of water supply columns, wherein the slow flow retaining columns are uniformly arranged and fixedly connected to the left end of a pouring dam;

the buffer assemblies are arranged between the buffer flow blocking columns at intervals; and

the blocking component is detachably connected to the buffering component.

Furthermore, the material of the pouring dam is concrete, and the lower part of the pouring dam extends to the inside of the soil layer.

Furthermore, a plurality of protective railings which are uniformly distributed are arranged on the left side of the top end of the pouring dam.

Furthermore, the slow flow bumping post evenly is provided with the multiunit along the fore-and-aft direction, the right-hand member fixed connection of slow flow bumping post is in the left end of pouring the dam, the left end front and back symmetry of slow flow bumping post is provided with the arc angle of unloading.

Further, the buffering subassembly includes the bolster, the bolster longitudinal symmetry is provided with two sets ofly, the bolster includes the buffer cylinder, the right-hand member fixed connection of buffer cylinder is in the left end of watering the dam, the left end of buffer cylinder is provided with smooth chamber, smooth intracavity portion is provided with the spring, the left end fixedly connected with piston cylinder of spring, piston cylinder sliding connection is in smooth chamber.

Further, the buffering assembly further comprises a sleeve joint part, the sleeve joint part comprises an installation ear, the installation ear is fixedly connected to the left end of the piston cylinder, and a sleeve hole is formed in the installation ear.

Further, the blocking assembly comprises a blocking piece, the blocking piece comprises a baffle, and bent handles extending leftwards are arranged at the upper end and the lower end of the baffle.

Further, block that the subassembly still includes the connecting piece, the connecting piece includes the extension rod, extension rod fixed connection is in the right-hand member upper portion of baffle, the right-hand member of extension rod is provided with the connecting rod downwards.

Compared with the prior art, this practical beneficial effect is:

by arranging the buffering flow blocking columns, the buffering flow blocking columns are uniformly provided with a plurality of buffering flow blocking columns which are fixedly connected to the left end of the pouring dam and are perpendicular to the direction of water flow, when water flows through the buffering flow blocking columns, a backflow area is formed between the buffering flow blocking columns, the water flow flowing rapidly is blocked by the backflow water flow, the speed of the water flow is reduced, the abrasion of the water flow flowing at high speed on the pouring dam can be effectively reduced, the service life of the dike is prolonged, the integral protection strength of the dike is improved, and force-unloading arc angles are symmetrically arranged at the front and back of the left end of each buffering flow blocking column, so that the buffering flow blocking columns can be prevented from being directly impacted by the water flow, the direct stress of the buffering flow blocking columns is reduced, the service life of the buffering flow blocking columns is prolonged, and the practicability of the device is effectively enhanced;

stop the subassembly through setting up the cooperation of buffering subassembly and use, when the water wave strikes the left end of pouring the dam perpendicularly, the baffle atress moves right, it moves right to move the in-process and drives a piston section of thick bamboo and make the spring compression shorten, spring force grow afterwards, bounce makes the baffle move left, keep off the water wave back, avoided the water wave direction directly to erode the dyke, it uses to carry out the shock attenuation buffering to powerful impact force to stop the subassembly through the cooperation of buffering subassembly, it is too big to avoid pouring the dam atress, improve the overall structure intensity of dyke, strengthen its stability.

Drawings

In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present application, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without creative efforts. Throughout the drawings, like elements or portions are generally identified by like reference numerals. In the drawings, elements or portions are not necessarily drawn to scale.

FIG. 1 is a schematic view of the overall appearance structure of the present invention;

FIG. 2 is a schematic top view of the present invention;

FIG. 3 is a front view of a half-section structure of the present invention;

FIG. 4 is a schematic view of the structure of the cushioning assembly and the blocking assembly of the present invention.

In the figure: 1. a bank main body; 2. pouring and building a dam; 21. protecting the fence; 3. a slow flow catch column; 31. force-unloading arc angle; 4. a buffer assembly; 41. a buffer member; 411. a buffer cylinder; 4111. a slide chamber; 412. a piston cylinder; 413. a spring; 42. a socket; 421. mounting lugs; 4211. trepanning; 5. a blocking component; 51. a blocking member; 511. a baffle plate; 512. bending a handle; 52. a connecting member; 521. an extension rod; 522. a connecting rod.

Detailed Description

In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front", "rear", "both ends", "one end", "the other end", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "disposed," "connected," and the like are to be construed broadly, such as "connected," which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.

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. All other embodiments obtained by persons skilled in the art based on the embodiments in the present application without any creative work belong to the protection scope of the present application.

Referring to fig. 1-4, the present invention provides a water conservancy protection high-strength embankment technical solution: a water conservancy protection high strength dyke, includes dyke main part 1, and dyke main part 1 includes:

the pouring dam 2 is arranged at the junction of a water system and land, the pouring dam 2 is made of concrete, the lower portion of the pouring dam 2 extends into the soil layer, and the left side of the top end of the pouring dam 2 is provided with a plurality of protective railings 21 which are uniformly distributed and used for effectively protecting people and vehicles and enhancing the use safety of the device;

the flow-slowing retaining columns 3 are uniformly provided with a plurality of flow-slowing retaining columns 3, the flow-slowing retaining columns 3 are fixedly connected to the left end of the pouring dam 2, the flow-slowing retaining columns 3 are uniformly provided with a plurality of groups along the front-back direction, the right ends of the flow-slowing retaining columns 3 are fixedly connected to the left end of the pouring dam 2, the front and back of the left end of the flow-slowing retaining columns 3 are symmetrically provided with force-unloading arc angles 31, the flow-slowing retaining columns 3 are uniformly provided with a plurality of flow-slowing retaining columns 3 and are fixedly connected to the left end of the pouring dam 2 and are perpendicular to the water flow direction, when water flows through the positions, a backflow area is formed between the flow-slowing retaining columns 3, the water flows flowing through quickly are resisted by the backflow water flows, the water flows are slowed down, the abrasion of the high-speed flowing water flows to the pouring dam 2 can be effectively reduced, the service life of the dike is prolonged, the overall protection strength of the dike is improved, and the force-unloading arc angles 31 are symmetrically arranged at the front and back of the left ends of the flow-slowing retaining columns 3, the water flow can be prevented from directly impacting the slow flow retaining column 3, the direct stress of the slow flow retaining column 3 is reduced, the service life of the slow flow retaining column 3 is prolonged, and the practicability of the device is effectively enhanced;

the buffer assembly 4 is arranged between the slow flow retaining columns 3 at intervals, the buffer assembly 4 comprises buffer members 41, two groups of buffer members 41 are symmetrically arranged up and down, each buffer member 41 comprises a buffer cylinder 411, the right end of each buffer cylinder 411 is fixedly connected to the left end of the pouring dam 2, the left end of each buffer cylinder 411 is provided with a sliding cavity 4111, a spring 413 is arranged in each sliding cavity 4111, the left end of each spring 413 is fixedly connected with a piston cylinder 412, each piston cylinder 412 is slidably connected to the corresponding sliding cavity 4111, the buffer assembly 4 further comprises a sleeving piece 42, each sleeving piece 42 comprises a mounting lug 421, each mounting lug 421 is fixedly connected to the left end of each piston cylinder 412, and each mounting lug 421 is provided with a sleeve hole 4211; and

block subassembly 5, block subassembly 5 and can dismantle and connect on buffer unit 4, block subassembly 5 including blockking 51, it includes baffle 511 to block 51, the upper and lower both ends of baffle 511 all are provided with the curved handle 512 that extends left, block subassembly 5 still includes connecting piece 52, connecting piece 52 includes extension rod 521, extension rod 521 fixed connection is in the right-hand member upper portion of baffle 511, the right-hand member of extension rod 521 is provided with connecting rod 522 downwards, connecting rod 522 cup joints in trepanning 4211.

Stop subassembly 5 and use through setting up the cooperation of buffer subassembly 4, when the unrestrained left end of watering dam 2 that strikes perpendicularly, baffle 511 atress moves right, it moves right to drive piston cylinder 412 in the removal process and makes the compression of spring 413 shorten, spring 413 elasticity grow afterwards, bounce forces baffle 511 to move left, keep off the water wave back, the direct scour dyke of water wave direction has been avoided, it uses to carry out the shock attenuation buffering to powerful impact force to stop subassembly 5 through the cooperation of buffer subassembly 4, avoid pouring dam 2 atress too big, improve the overall structure intensity of dyke, strengthen its stability, and stop subassembly 5 through setting up and cup joint on buffer subassembly 4 through connecting rod 522, after the long-time use wearing and tearing of baffle 511 are serious, but the user of service person is quick convenient maintains or changes it, effectively strengthen the practicality of device.

In the use process, the flow-slowing retaining columns 3 are uniformly provided with a plurality of flow-slowing retaining columns which are fixedly connected with the left end of the pouring dam 2 and are perpendicular to the direction of water flow, when water flows through the positions, a backflow area is formed between the flow-slowing retaining columns 3, the water flow which flows through rapidly is retained by the backflow water flow, the flow speed of the water flow is reduced, the abrasion of the water flow which flows at high speed on the pouring dam 2 can be effectively reduced, the service life of the dike is prolonged, the integral protection strength of the dike is improved, the front and the back of the left end of the flow-slowing retaining column 3 are symmetrically provided with the force-unloading arc angles 31, the water flow can be prevented from directly impacting the flow-slowing retaining columns 3, the direct stress of the flow-slowing retaining columns 3 is reduced, the service life of the flow-slowing retaining columns 3 is prolonged, the practicability of the device is effectively enhanced, when water waves vertically impact the left end of the pouring dam 2, the baffle 511 bears the force, the piston barrel 412 is driven to move rightwards in the moving process, so that the spring 413 is compressed and shortened, spring 413 elasticity grow afterwards, bounce makes baffle 511 remove left, keep off the water wave back, the direct dyke that erodees of water wave direction has been avoided, it uses to carry out the shock attenuation buffering to powerful impact force to stop subassembly 5 cooperation through buffer assembly 4, avoid pouring dam 2 atress too big, improve the overall structure intensity of dyke, strengthen its stability, and stop subassembly 5 through the setting and cup joint on buffer assembly 4 through connecting rod 522, after baffle 511 uses wearing and tearing seriously for a long time, the user of service can be fast convenient maintain or change it, effectively strengthen the practicality of device.

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 utility model, the scope of which is defined in the appended claims and their equivalents.

Claims (8)

1. A water conservancy protection high strength dyke, includes dyke main part (1), its characterized in that: the dike body (1) comprises:

the pouring dam (2) is arranged at the junction of a water system and land;

the device comprises a plurality of slow flow retaining columns (3), wherein the slow flow retaining columns (3) are uniformly arranged, and the slow flow retaining columns (3) are fixedly connected to the left end of a pouring dam (2);

the buffer assemblies (4), the buffer assemblies (4) are arranged between the buffer posts (3) at intervals; and

the blocking component (5), the blocking component (5) is detachably connected to the buffering component (4).

2. A water conservancy protective high-strength embankment according to claim 1, wherein: the material of the pouring dam (2) is concrete, and the lower part of the pouring dam (2) extends to the inside of the soil layer.

3. A water conservancy protective high-strength embankment according to claim 1, wherein: a plurality of protective railings (21) which are uniformly distributed are arranged on the left side of the top end of the pouring dam (2).

4. A water conservancy protective high-strength embankment according to claim 1, wherein: the slow flow bumping post (3) evenly is provided with the multiunit along the fore-and-aft direction, the right-hand member fixed connection of slow flow bumping post (3) is in the left end of pouring dam (2), the left end front and back symmetry of slow flow bumping post (3) is provided with unloads power arc angle (31).

5. A water conservancy protective high-strength embankment according to claim 1, wherein: buffer unit (4) include bolster (41), bolster (41) longitudinal symmetry is provided with two sets ofly, bolster (41) are including buffer cylinder (411), the right-hand member fixed connection of buffer cylinder (411) waters the left end of dam (2), the left end of buffer cylinder (411) is provided with sliding chamber (4111), sliding chamber (4111) inside is provided with spring (413), the left end fixedly connected with piston barrel (412) of spring (413), piston barrel (412) sliding connection is in sliding chamber (4111).

6. The water conservancy protective high-strength embankment according to claim 5, wherein: buffer unit (4) still includes socket joint spare (42), socket joint spare (42) are including installation ear (421), installation ear (421) fixed connection is in the left end of piston cylinder (412), be provided with trepanning (4211) on installation ear (421).

7. A water conservancy protective high-strength embankment according to claim 1, wherein: the blocking component (5) comprises a blocking piece (51), the blocking piece (51) comprises a baffle (511), and bent handles (512) extending leftwards are arranged at the upper end and the lower end of the baffle (511).

8. A water conservancy protective high-strength embankment according to claim 7, wherein: block subassembly (5) and still include connecting piece (52), connecting piece (52) include extension rod (521), extension rod (521) fixed connection is in the right-hand member upper portion of baffle (511), the right-hand member of extension rod (521) is provided with connecting rod (522) downwards.

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