CN113638365B - Dyke reinforcing structure - Google Patents
Dyke reinforcing structure Download PDFInfo
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- CN113638365B CN113638365B CN202110953957.8A CN202110953957A CN113638365B CN 113638365 B CN113638365 B CN 113638365B CN 202110953957 A CN202110953957 A CN 202110953957A CN 113638365 B CN113638365 B CN 113638365B
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- baffle
- board
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- rod
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/102—Permanently installed raisable dykes
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The application discloses dyke reinforced structure, including level setting and rigid coupling in the supporting baseplate on dyke board base, supporting baseplate keeps away from the vertical rigid coupling of dyke board side has the baffle, the baffle is located the dyke board is kept away from the extending direction of supporting baseplate side, the baffle top surface with the interval has between the topside of dyke board, the terminal surface of dyke board the terminal surface of supporting baseplate and the rigid coupling has the closing plate between the terminal surface of baffle, the baffle is kept away from one side of dyke board be provided with a plurality of with the raceway of baffle inner wall intercommunication. This application has the flood that reduces and crosses the dyke to guarantee the effect of the security of the outer people's property of dyke.
Description
Technical Field
The application relates to the field of hydraulic engineering, in particular to an embankment reinforcement structure.
Background
The water conservancy dike refers to an earth dike or a flood wall and the like built on the edge of a river, a sea, a lake, a sea or a reservoir area and the periphery of a flood-divided area, a water retaining structure built on the edge of the river, the lake and the sea is called a dike, a hydraulic structure built in a valley or a river for intercepting water flow is called a dam, and a waterproof dam is called a dike.
Under some emergency flood fighting conditions, a temporary dike is often required to be built, under normal conditions, the temporarily built dike only has the function of stopping flood, and when the flood is large, the dike can rush to the highest point of the dike, so that the flood crosses the dike, and the property of people outside the dike is damaged.
Disclosure of Invention
In order to reduce flood crossing over the dike and ensure the safety of the property of people outside the dike, the application provides a dike reinforcing structure.
The application provides a dyke reinforced structure adopts following technical scheme:
a dyke reinforcing structure comprises a supporting bottom plate which is horizontally arranged and fixedly connected to the bottom edge of a dyke plate, wherein a baffle is vertically and fixedly connected to the side edge of the supporting bottom plate, which is far away from the dyke plate, the baffle is located in the extending direction of the side edge of the dyke plate, which is far away from the supporting bottom plate, a distance is reserved between the top surface of the baffle and the top edge of the dyke plate, sealing plates are fixedly connected among the end surface of the dyke plate, the end surface of the supporting bottom plate and the end surface of the baffle, and a plurality of water conveying pipes communicated with the inner wall of the baffle are arranged on the side of the baffle, which is far away from the dyke plate.
Through adopting above-mentioned technical scheme, great and after crossing the dyke board when the flood, the flood can get into the cavity that encloses between baffle, supporting baseplate, dyke board and the closing plate four, then the flood can be discharged through the raceway, and then can cut off crossing the flood of dyke board, reduce the flood and cross the dyke to guarantee the security of the outer people property of dyke.
Preferably, a plurality of switching bars are fixedly connected to the top edge of the embankment plate along the length direction of the embankment plate, a plurality of cross rods uniformly distributed along the length direction of the switching bars are fixedly connected between the switching bars and the baffle, a plurality of vertical rods uniformly distributed along the length direction of the switching bars are fixedly connected between the switching bars and the support base plate, the vertical surfaces of the cross rods and the vertical rods are coplanar, vertical rods two are fixedly connected between the middle parts of the cross rods and the support base plate, vertical rods three fixedly connected between the embankment plate and the support base plate are arranged between the vertical rods one and the bottom edge of the embankment plate, and the vertical rods three are provided with a plurality of cross rods and uniformly distributed along the length direction of the switching bars.
Through adopting above-mentioned technical scheme, utilize the horizontal pole can be connected between dyke board and the baffle to improve the steadiness between dyke board and the baffle, and utilize pole setting one, pole setting two and pole setting three can be to carrying out joint support between backup pad, dyke and the horizontal pole, further improve dyke reinforced structure's steadiness.
Preferably, the middle part of pole setting two with the rigid coupling has down tube one between the switching strip, the middle part of pole setting two with the rigid coupling has down tube two between the bottom of pole setting one, the middle part of pole setting two with the horizontal pole is close to the rigid coupling has down tube three between the baffle one end tip, the middle part of pole setting two with the rigid coupling has down tube four between the baffle base.
Through adopting above-mentioned technical scheme, can form the fork form between down tube one, down tube two, down tube three and the down tube four, can further improve the steadiness between horizontal pole, baffle, supporting baseplate and the dyke board.
Preferably, a first arc-shaped plate is fixedly connected to one side wall of the baffle plate, which is close to the four inclined rods, and protrudes towards the cross rod, and the side edge of the first arc-shaped plate, which is far away from one side of the baffle plate, is fixedly connected to the middle part of each four inclined rods; and an arc plate II is arranged between the second vertical rod I and the first vertical rod I, the arc plate II protrudes towards the first vertical rod I, one side edge of the arc plate II is fixedly connected to the middle part of each first inclined rod, and the other side edge of the arc plate II is fixedly connected to the middle part of each second inclined rod.
Through adopting above-mentioned technical scheme, after flood got into the cavity that encloses between baffle, supporting baseplate, dyke board and the closing plate four, flood can hit and beat on arc one or arc two, can decompose the rivers of flood, and then can reduce flood and lead to the fact great impact to dyke reinforced structure to guarantee dyke reinforced structure steadiness.
Preferably, the middle part of the concave surface in the first arc-shaped plate and the end, far away from the second vertical rod, of the fourth inclined rod are fixedly connected with a first supporting rod, and two side walls of the first supporting rod are fixedly connected with second supporting rods respectively between two side edges of the first arc-shaped plate.
Through adopting above-mentioned technical scheme, utilize bracing piece one and bracing piece two can support arc first, and then can reduce the arc and take place deformation.
Preferably, the water conveying pipe comprises a first pipe and a second pipe, the first pipe and the second pipe are evenly distributed along the length direction of the bottom edge of the baffle, the second pipe is located above the first pipe, and the side edge, close to one side of the baffle, of the first arc-shaped plate is located at the pipe orifice of the second pipe.
Through adopting above-mentioned technical scheme, after flood flowed to arc one, because the side that arc one is close to baffle one side is located the mouth of a pipe department of managing two, can utilize arc one to be in flood drainage to managing two, and then can accelerate the discharge of flood.
Preferably, the top surface of the baffle is hinged with a plurality of heightening plates which are uniformly distributed along the length direction of the baffle, the heightening plates are hinged with inclined supporting rods, the side wall of the cross rod, which is close to one end of the baffle, is provided with a first pin hole, one end of the inclined supporting rod, which is far away from the baffle, is provided with a second pin hole, and a pin shaft penetrates between the first pin hole and the second pin hole.
Through adopting above-mentioned technical scheme, after the flood is too big, can open heightening the board, then utilize the round pin axle to lock the bracing piece to the horizontal pole on for heightening the board and keeping open mode, and then can further hinder the flood to cross the dyke.
Preferably, the top surface of the switching strip is provided with a locking groove, and two parallel side walls of the locking groove are provided with side grooves with triangular sections; the edge of one side of the heightening plate, which is far away from the hinge joint, is provided with a vertical hole; increase the board with be provided with locking mechanical system between the switching strip, locking mechanical system include the rigid coupling in erect in the hole and be used for inserting installation pole in the locked groove, articulate in elastic lamina, rigid coupling on the wall of installation pole bottom both sides in the elastic lamina with spring between the installation pole, the elastic lamina include with the lamina membranacea one and lamina membranacea two of side inslot inner wall laminating, the low limit of lamina membranacea one articulate in on the installation pole, two rigid couplings of lamina membranacea in lamina membranacea one keeps away from on the side of installation pole one side.
Through adopting above-mentioned technical scheme, can transfer the board of increasing to contacting with the switching strip, then the mounting bar can insert the locked groove of switching strip, and the flexure strip on the mounting bar can tightly laminate to the side channel in, and then can lock the edge of increasing the board, therefore can make increase the board keep stable after keeping flat, also can make the security of pedestrian's walking on increasing the board.
Preferably, a third plate attached to the side wall of the lock groove is fixedly connected to the side edge of one side, far away from the first plate, of the second plate.
Through adopting above-mentioned technical scheme, after piece board one and piece board two and the side slot laminating, piece board three also can laminate with the lateral wall of locked groove to can increase the laminating area of flexure strip and locked groove, and then can increase the steadiness of flexure strip laminating.
Preferably, a through hole penetrating through the bottom surface and the top surface of the mounting rod is formed in the middle of the mounting rod, an unlocking bucket is arranged below the bottom surface of the mounting rod, a pull rope is fixedly connected to the bottom surface of an inner cavity of the unlocking bucket, and one end, far away from the unlocking bucket, of the pull rope penetrates through the through hole and is located above the top surface of the heightening plate.
Through adopting above-mentioned technical scheme, when needs carry out the unblock to locking mechanical system, upwards stimulate the stay cord, stay cord pulling unblock fill rebound, and the unblock is fought can draw close the flexure strip of both sides each other, and then can make the flexure strip break away from the side channel, therefore can realize carrying out the unblock to locking mechanical system.
To sum up, after the flood is large and crosses the dike board, the flood can enter the cavity enclosed by the baffle, the supporting bottom board, the dike board and the sealing board, and then the flood can be discharged through the water delivery pipe, so that the flood crossing the dike board can be intercepted, the flood crossing the dike is reduced, and the security of the property of people outside the dike is ensured.
Drawings
Fig. 1 is a schematic view of the overall structure of a bank reinforcing structure in an embodiment of the present application.
Fig. 2 is a side view of a portion of the structure of fig. 1, illustrating primarily the configuration of the arcuate plates.
Fig. 3 is an enlarged schematic view of a portion a in fig. 1, mainly illustrating the configuration of the diagonal brace.
Fig. 4 is a sectional view of a part of the structure of fig. 1, mainly illustrating the construction of a plurality of lock mechanisms.
Description of reference numerals:
100. an embankment plate; 1. a support base plate; 2. a baffle plate; 3. a sealing plate; 4. a water delivery pipe; 41. a first pipe; 42. a second pipe; 51. a switching strip; 511. locking the groove; 512. a side groove; 52. a cross bar; 521. a first pin hole; 53. a first vertical rod; 54. a second vertical rod; 55. a third vertical rod; 61. a first inclined rod; 62. a second diagonal rod; 63. a third diagonal rod; 64. a fourth diagonal rod; 71. a first arc plate; 711. a first supporting rod; 712. a second supporting rod; 72. a second arc-shaped plate; 8. heightening a plate; 800. a pin shaft; 81. a diagonal brace; 811. a pin hole II; 801. vertical holes; 802. a conical block; 9. a locking mechanism; 91. mounting a rod; 911. a through hole; 92. an elastic sheet; 921. a first plate; 922. a second plate; 923. a third plate; 93. a spring; 94. unlocking the bucket; 95. pulling a rope; 951. and (4) a pull ring.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
The embodiment of the application discloses dyke reinforced structure. Referring to fig. 1, the bank reinforcing structure is used for reinforcement of a bank 100, and the bank 100 is a long strip and is disposed obliquely. The embankment reinforcing structure comprises a supporting bottom plate 1, a baffle 2, a sealing plate 3 and a water conveying pipe 4, wherein the supporting bottom plate 1 is a long strip plate and is horizontally arranged, the length direction of the supporting bottom plate 1 is consistent with the length direction of the embankment plate 100, the side edge of one side of the supporting bottom plate 1 in the length direction is fixedly connected with the bottom edge of the embankment plate 100 in the length direction, and the side edge of the other side of the supporting bottom plate 1 is positioned on one side, close to the top edge of the embankment plate 100 in the length direction; the baffle 2 is a long strip plate and is vertically arranged, the bottom edge of the baffle 2 in the length direction is fixedly connected to the side edge of the supporting bottom plate 1 in the length direction far away from one side of the embankment plate 100, and a space is reserved between the baffle 2 and the top edge of the embankment plate 100; the sealing plate 3 is provided with two end faces which are respectively positioned at two ends of the dike board 100, the sealing plate 3 is vertically arranged, the side walls of the sealing plate 3 are fixedly connected to the end face of the dike board 100, the end face of the baffle 2 and the end face of the supporting bottom board 1, and the sealing plate 3 is used for sealing an opening which is enclosed among the dike board 100, the baffle 2 and the end face of the supporting bottom board 1; the water conveying pipe 4 comprises a plurality of first pipes 41 and a plurality of second pipes 42, the plurality of first pipes 41 are uniformly distributed along the length direction of the baffle 2, the first pipes 41 are close to the bottom edge of the baffle 2, and the plurality of second pipes 42 are positioned above the first pipes 41 and are uniformly distributed along the length direction of the baffle 2.
Referring to fig. 2, the top edge of the bank 100 near the side wall of the baffle 2 is fixedly connected with the adapting strip 51, the length direction of the adapting strip 51 is consistent with the length direction of the bank 100, and the top surface of the adapting strip 51 is coplanar with the top surface of the baffle 2. A cross bar 52 is fixedly connected between the switching strip 51 and the baffle 2, the cross bar 52 is a square bar, the top surface of the cross bar 52 is coplanar with the top surface of the switching strip 51, and the cross bar 52 is provided with a plurality of bars which are uniformly distributed along the length direction of the switching strip 51. A first vertical rod 53 is fixedly connected between the bottom surface of the switching strip 51 and the support base plate 1, the first vertical rod 53 is vertically arranged, a plurality of first vertical rods 53 are uniformly distributed along the length direction of the switching strip 51, and the vertical surfaces of the central lines of the cross rods 52 and the first vertical rods 53 are coplanar.
Referring to fig. 2, a second vertical rod 54 is fixedly connected between the bottom surface of the middle part of each cross rod 52 and the support base plate 1, and the second vertical rod 54 is vertically arranged. A plurality of upright posts three 55 are arranged between the upright post one 53 and the bottom edge of the embankment board 100, the upright posts three 55 are vertically arranged, the upright posts three 55 are uniformly distributed along the length direction of the embankment board 100, and the upright posts three 55 are fixedly connected between the embankment board 100 and the supporting base plate 1.
Referring to fig. 2, a first diagonal rod 61 is disposed between the middle portion of each second vertical rod 54 and the switching bar 51, one end of the first diagonal rod 61 is fixedly connected to the middle portion of the second vertical rod 54, and the other end is fixedly connected to the joint of the switching bar 51, the cross bar 52 and the first vertical rod 53. A second inclined rod 62 is arranged between the middle part of the second vertical rod 54 and the bottom of the first vertical rod 53, one end of the second inclined rod 62 is fixedly connected to the middle part of the second vertical rod 54, and the other end of the second inclined rod 62 is fixedly connected to the first vertical rod 53 and the corner of the supporting base plate 1 close to the side of the first vertical rod 53. And a third diagonal rod 63 is arranged between the middle part of the second vertical rod 54 and the end part of the cross rod 52 close to the baffle 2, one end of the third diagonal rod 63 is fixedly connected to the middle part of the second vertical rod 54, and the other end of the third diagonal rod 63 is fixedly connected to the corner between the cross rod 52 and the baffle 2. And a diagonal rod IV 64 is arranged between the middle part of the second vertical rod 54 and the bottom edge of the baffle plate 2, one end of the diagonal rod IV 64 is fixedly connected to the middle part of the second vertical rod 54, and the other end of the diagonal rod IV is fixedly connected to a corner between the support base plate 1 and the baffle plate 2.
Referring to fig. 2, a first arc-shaped plate 71 is arranged between the baffle 2 and the four diagonal rods 64, the first arc-shaped plate 71 is in a strip shape, the length direction of the first arc-shaped plate 71 is consistent with the length direction of the baffle 2, one side edge of the first arc-shaped plate 71 is fixedly connected to the side wall of the baffle 2 close to one side of the two vertical rods 54 and is positioned at the pipe orifice of the second pipe 42, the other side edge of the first arc-shaped plate 71 is fixedly connected to the middle part of each four diagonal rod 64, and the first arc-shaped plate 71 protrudes to one side of the cross rod 52; a plurality of first support rods 711 are arranged between the bottom edges of the inner concave baffle 2 of the first arc-shaped plate 71, the plurality of first support rods 711 are uniformly distributed along the length direction of the first arc-shaped plate 71, one end of each first support rod 711 is fixedly connected to the inner concave surface of the first arc-shaped plate 71, the other end of each first support rod 711 is fixedly connected to a corner between the four diagonal rods 64 and the baffle 2, and two sides of the middle of each first support rod 711 are fixedly connected to the second support rods 712 with the side edges of two sides of the first arc-shaped plate 71 in the length direction. The first arc-shaped plate 71 can be supported by the first support rod 711 and the second support rod 712, so that deformation of the first arc-shaped plate 71 can be reduced. In addition, a second arc-shaped plate 72 is arranged between the second vertical rod 54 and the first vertical rod 53, the second arc-shaped plate 72 is a strip-shaped plate, the length direction of the second arc-shaped plate is consistent with the length direction of the supporting base plate 1, the second arc-shaped plate 72 protrudes towards the first vertical rod 53, the side edge of the first arc-shaped plate 71 is fixedly connected to the middle part of each first diagonal rod 61, and the other side edge of the first arc-shaped plate is fixedly connected to the middle part of each second diagonal rod 62.
After the great and dyke board 100 that crosses of flood, the flood can get into baffle 2, supporting baseplate 1, in the cavity of enclosing between dyke board 100 and the closing plate 3 four, the flood can be beaten and beat on arc 71 or arc two 72, can decompose the rivers of flood, and then can reduce the flood and lead to the fact great impact to dyke reinforced structure, then the flood can be discharged through raceway 4, and then can cut off the flood crossing dyke board 100, it crosses the dyke to reduce the flood, with the security of guaranteeing the outer people's property of dyke.
Referring to fig. 1 and 3, the top surface of the baffle 2 is hinged with a plurality of heightening plates 8, the heightening plates 8 are uniformly distributed along the length direction of the baffle 2, and when the heightening plates 8 are covered on the cross bar 52, the bottom surface of one side edge of the heightening plate 8 far away from the hinged side is abutted against the top surface of the switching strip 51. The bottom surface of the heightening plate 8 is fixedly connected with a plurality of conical blocks 802 which are uniformly distributed, and when flood hits the heightening plate 8, the energy of the flood can be dissipated by utilizing the conical blocks 802. In addition, the side edge of the heightening plate 8 close to one side of the vertical hinge axis is hinged with the inclined strut 81, the position of the inclined strut 81 hinged with the heightening plate 8 is located in the middle of the edge of the heightening plate 8, one end of the inclined strut 81 far away from the heightening plate 8 is provided with a second pin hole 811, the side wall of the cross bar 52 close to one end of the baffle plate 2 is provided with a first pin hole 521, a pin shaft 800 is inserted into the first pin hole 521, and after the pin shaft 800 is inserted into the first pin hole 521 and the second pin hole 811, the inclined strut 81 can be fixed to ensure that the heightening plate 8 is in a stable state.
Referring to fig. 4, a vertical hole 801 is formed in the middle of one side edge of the heightening plate 8 away from the hinge shaft, the vertical hole 801 penetrates through the top surface and the bottom surface of the heightening plate 8, a locking groove 511 is formed in the top surface of the switching strip 51, side grooves 512 are formed in the side walls of the locking groove 511, which are perpendicular to the length direction of the switching strip 51, the side grooves 512 are symmetrically arranged, and the cross sections of the side grooves 512 are triangular. When the raised plate 8 is closed onto the transition strip 51, the locking slot 511 is located directly below the vertical hole 801.
Referring to fig. 4, a locking mechanism 9 is provided in the vertical hole 801, and the locking mechanism 9 includes a mounting rod 91, an elastic piece 92, a spring 93, an unlocking bucket 94, and a pull rope 95. The length of the installation rod 91 is larger than that of the vertical hole 801, the installation rod 91 is fixedly connected in the vertical hole 801, the end face of one end of the installation rod 91 is coplanar with the top face of the heightening plate 8, the other end of the installation rod 91 is positioned below the bottom face of the heightening plate 8, and a through hole 911 penetrating through the top face and the bottom face of the installation rod 91 is formed in the installation rod 91.
Referring to fig. 4, the elastic sheet 92 is provided with two and articulates in the both sides of installation pole 91 bottom respectively, the elastic sheet 92 is used for laminating on the cell wall of side slot 512, the elastic sheet 92 includes integrated into one piece's first 921 of sheet board, two 922 of sheet board and three 923 of sheet board, the base of one 921 of sheet board articulates in the bottom of installation pole 91, two 922 integrated into one piece of sheet board are located one 921 of sheet board and keep away from the side of installation pole 91 bottom one side, three 923 integrated into one piece of sheet board are located two 922 of sheet board on the side of keeping away from one 921 one side of sheet board, one 921 of sheet board and two 922 of sheet board are contradicted respectively on two inclined planes of side slot 512, three 923 of sheet board are contradicted in the inner wall that is located side slot 512 top in the locked groove 511.
Referring to fig. 4, two springs 93 are symmetrically disposed on both sides of the mounting rod 91, and the springs 93 are fixedly connected between the first plate 921 and the mounting rod 91. The unlocking bucket 94 is upward in opening, the section of the unlocking bucket 94 is rectangular, the unlocking bucket 94 can sink into the locking groove 511, the unlocking bucket 94 is located below the bottom end of the mounting rod 91, and the side edge of the opening of the unlocking bucket 94 abuts against the outer side wall of one end, close to the mounting rod 91, of the first sheet 921. One end of the pull rope 95 is fixedly connected to the bottom surface of the inner cavity of the unlocking bucket 94, the other end of the pull rope passes through the through hole 911 and is positioned above the top surface of the heightening plate 8, and one end of the pull rope 95, which is far away from the unlocking bucket 94, is fixedly connected with a pull ring 951.
When the heightening plate 8 is lowered to be in contact with the adapter strip 51, the mounting rod 91 is inserted into the locking groove 511 of the adapter strip 51, the elastic piece 92 on the mounting rod 91 is tightly attached to the side groove 512, and the edge of the heightening plate 8 can be locked, so that the heightening plate 8 can be kept stable after being horizontally placed, and the safety of pedestrians walking on the heightening plate 8 can be ensured. When the heightening plate 8 needs to be opened, the pull rope 95 is pulled upwards, the unlocking bucket 94 is pulled by the pull rope 95 to move upwards, the elastic pieces 92 on the two sides of the unlocking bucket 94 are drawn together, and then the elastic pieces 92 are separated from the side grooves 512, so that the locking mechanism 9 can be unlocked.
The implementation principle of the embankment reinforcement structure provided by the embodiment of the application is as follows: after the flood is great and crosses the dike board 100, the flood can enter the cavity enclosed among the baffle 2, the supporting bottom board 1, the dike board 100 and the sealing board 3, and then the flood can be discharged through the water conveying pipe 4, so that the flood crossing the dike board 100 can be intercepted, the flood crossing the dike is reduced, and the security of the property of people outside the dike is ensured.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (7)
1. An embankment reinforcement structure, characterized in that: the device comprises a supporting bottom plate (1) which is horizontally arranged and fixedly connected to the bottom edge of a dike board (100), wherein a baffle (2) is vertically and fixedly connected to the side edge of the supporting bottom plate (1) far away from the dike board (100), the baffle (2) is positioned in the extending direction of the side edge of the dike board (100) far away from the supporting bottom plate (1), a gap is reserved between the top surface of the baffle (2) and the top edge of the dike board (100), a sealing plate (3) is fixedly connected between the end surface of the dike board (100), the end surface of the supporting bottom plate (1) and the end surface of the baffle (2), and a plurality of water conveying pipes (4) communicated with the inner wall of the baffle (2) are arranged on one side of the baffle (2) far away from the dike board (100);
the top edge of the dike board (100) is fixedly connected with a switching strip (51) along the length direction of the dike board (100), a plurality of cross rods (52) which are uniformly distributed along the length direction of the switching strip (51) are fixedly connected between the switching strip (51) and the baffle (2), a plurality of upright rods (53) which are uniformly distributed along the length direction of the switching strip (51) are fixedly connected between the switching strip (51) and the supporting bottom plate (1), the vertical plane where the center lines of the cross rod (52) and the vertical rod I (53) are positioned is coplanar, a second upright rod (54) is fixedly connected between the middle part of the cross rod (52) and the supporting bottom plate (1), a vertical rod III (55) fixedly connected between the dike board (100) and the support bottom board (1) is arranged between the vertical rod I (53) and the bottom edge of the dike board (100), the third upright rod (55) is provided with a plurality of upright rods which are uniformly distributed along the length direction of the switching strip (51);
the top surface of the baffle (2) is hinged with a plurality of heightening plates (8) which are uniformly distributed along the length direction of the baffle (2), inclined supporting rods (81) are hinged on the heightening plates (8), a first pin hole (521) is formed in the side wall of one end, close to the baffle (2), of the cross rod (52), a second pin hole (811) is formed in one end, far away from the baffle (2), of each inclined supporting rod (81), and a pin shaft (800) penetrates between each first pin hole (521) and the corresponding second pin hole (811);
the top surface of the switching strip (51) is provided with a locking groove (511), and two parallel side walls of the locking groove (511) are provided with side grooves (512) with triangular sections; the edge of one side, far away from the hinged side, of the heightening plate (8) is provided with a vertical hole (801); increase board (8) with be provided with locking mechanical system (9) between changeover strip (51), locking mechanical system (9) including the rigid coupling in erect in hole (801) and be used for inserting installation pole (91) in locked groove (511), articulate in elastic sheet (92), rigid coupling on installation pole (91) bottom both sides wall in elastic sheet (92) with spring (93) between installation pole (91), elastic sheet (92) include with piece board (921) and piece board two (922) of side groove (512) inner wall laminating, the low limit of piece board (921) articulate in on installation pole (91), piece board two (922) rigid coupling in piece board (921) are kept away from the side of installation pole (91) one side.
2. A bank reinforcing structure according to claim 1, wherein: the middle part of pole setting two (54) with the rigid coupling has down tube one (61) between switching strip (51), the middle part of pole setting two (54) with the rigid coupling has down tube two (62) between the bottom of pole setting one (53), the middle part of pole setting two (54) with horizontal pole (52) are close to the rigid coupling has down tube three (63) between baffle (2) one end tip, the middle part of pole setting two (54) with the rigid coupling has down tube four (64) between baffle (2) the base.
3. A bank reinforcing structure according to claim 2, wherein: a first arc-shaped plate (71) is fixedly connected to one side wall of the baffle plate (2) close to the four inclined rods (64), the first arc-shaped plate (71) protrudes towards the cross rod (52), and the side edge of one side, far away from the baffle plate (2), of the first arc-shaped plate (71) is fixedly connected to the middle part of each four inclined rods (64); two (54) in pole setting and be provided with two (72) in the arc between pole setting (53), two (72) protruding to pole setting (53), a side rigid coupling of two (72) in each on the middle part of down tube (61), another side rigid coupling in each on the middle part of down tube two (62).
4. A bank reinforcing structure according to claim 3, wherein: the middle part of the concave surface in the arc plate I (71) and the one end of the vertical rod II (54) are fixedly connected with a support rod I (711) through the inclined rod IV (64), and two side walls of the support rod I (711) are fixedly connected with support rods II (712) respectively between two side edges of the arc plate I (71).
5. The embankment-reinforcing structure according to claim 4, wherein: the water conveying pipe (4) comprises a first pipe (41) and a second pipe (42), wherein the first pipe (41) and the second pipe (42) are uniformly distributed along the length direction of the bottom edge of the baffle (2), the second pipe (41) is positioned above the first pipe, and the side edge, close to one side of the baffle (2), of the first arc-shaped plate (71) is positioned at the pipe orifice of the second pipe (42).
6. A bank reinforcing structure according to claim 1, wherein: the second sheet plate (922) is far away from the third sheet plate (923) on the side wall of the first sheet plate (921) and fixedly connected with the first sheet plate (921).
7. A bank reinforcing structure according to claim 1, wherein: the middle part of installation pole (91) is seted up and is run through hole (911) of installation pole (91) bottom surface and top surface, the below of installation pole (91) bottom surface is provided with unlock fill (94), unlock fill (94) inner chamber bottom surface rigid coupling stay cord (95), stay cord (95) are kept away from the one end of unlock fill (94) is passed through hole (911) are located the top of adding board (8) top surface.
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| CN202110953957.8A CN113638365B (en) | 2021-08-19 | 2021-08-19 | Dyke reinforcing structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110953957.8A CN113638365B (en) | 2021-08-19 | 2021-08-19 | Dyke reinforcing structure |
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| CN113638365A CN113638365A (en) | 2021-11-12 |
| CN113638365B true CN113638365B (en) | 2022-03-08 |
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| CN208105178U (en) * | 2018-01-23 | 2018-11-16 | 新疆旭元泽水利工程有限公司 | A kind of hydraulic engineering emergency dykes and dams |
| CN213389966U (en) * | 2020-08-19 | 2021-06-08 | 中国港湾工程有限责任公司 | Wave-blocking protection device |
| CN213508282U (en) * | 2020-10-27 | 2021-06-22 | 霍邱县铁矿建设工程有限责任公司 | Water conservancy flood control dyke structure |
| CN213653344U (en) * | 2020-10-27 | 2021-07-09 | 安徽宸昊工程设计有限公司 | Water conservancy flood control dyke structure |
| CN213740852U (en) * | 2020-11-19 | 2021-07-20 | 安徽伟诚建设工程有限公司 | Impervious water conservancy flood bank |
| CN213836533U (en) * | 2020-11-28 | 2021-07-30 | 安徽丰之源工程建设有限公司 | Hydraulic engineering wall body flood fighting device |
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2021
- 2021-08-19 CN CN202110953957.8A patent/CN113638365B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN208105178U (en) * | 2018-01-23 | 2018-11-16 | 新疆旭元泽水利工程有限公司 | A kind of hydraulic engineering emergency dykes and dams |
| CN213389966U (en) * | 2020-08-19 | 2021-06-08 | 中国港湾工程有限责任公司 | Wave-blocking protection device |
| CN213508282U (en) * | 2020-10-27 | 2021-06-22 | 霍邱县铁矿建设工程有限责任公司 | Water conservancy flood control dyke structure |
| CN213653344U (en) * | 2020-10-27 | 2021-07-09 | 安徽宸昊工程设计有限公司 | Water conservancy flood control dyke structure |
| CN213740852U (en) * | 2020-11-19 | 2021-07-20 | 安徽伟诚建设工程有限公司 | Impervious water conservancy flood bank |
| CN213836533U (en) * | 2020-11-28 | 2021-07-30 | 安徽丰之源工程建设有限公司 | Hydraulic engineering wall body flood fighting device |
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| CN113638365A (en) | 2021-11-12 |
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Address after: No. 16 Ganggang Road, Yingzhou District, Fuyang City, Anhui Province, 236001 Patentee after: Fuyang Water Conservancy and Hydropower Construction Group Co.,Ltd. Address before: 236033 east of Gangkou road and west of zhou21 Road, Yingzhou Economic Development Zone, Fuyang City, Anhui Province Patentee before: Fuyang water conservancy construction and installation engineering Co. |