River levee reinforcing structure

Abstract

The utility model discloses a river embankment reinforcing structure which comprises a river embankment body, the surface of the river embankment body is connected with a protection mechanism through a reinforcing mechanism, the protection mechanism comprises a reinforcing cover plate laid on the surface of the river embankment body, and the reinforcing mechanism comprises a plurality of step grooves distributed at equal intervals and formed in the inclined face of the river embankment body. A plurality of stepped grooves are formed in the top end of the river bank body, a plurality of vertically-upward embedded rods are embedded in the stepped grooves through concrete, a plurality of connecting plates corresponding to the stepped grooves in a one-to-one mode are arranged on the back face of the reinforcing cover plate, a plurality of first connecting holes matched with the embedded rods are formed in the connecting plates, and a plurality of vertically-upward embedded bolts are embedded in the top end of the river bank body through concrete. An extension connecting plate which is flatly laid at the top end of the river bank main body is arranged on the connecting plate at the topmost part; according to the utility model, the reinforcing cover plate can be fixedly installed conveniently, and the stability after installation is higher through multi-layer connection and tensioning, so that the situation that the protective cover plate is washed away due to long-time water impact is avoided.

Description

TECHNICAL FIELD

[0001] The utility model relates to river embankment technical field, concretely is a river embankment reinforcing structure. BACKGROUND

[0002] River embankment, along the river, channel, lake, coast or flood control area, reclamation area edge built water retaining structures. Embankment can resist flood, tide and wave, protect the safety of residents and agricultural production in the embankment, is the world's earliest widely used flood control engineering measures. According to the position of the embankment, it can be divided into river (river) embankment, lake embankment, sea embankment, canal embankment and embankment. The embankment is generally built by soil. In the river through the town section, for less land occupation or due to too large tide, wave, reinforced concrete or block stone embankment can also be used, also known as flood control wall.

[0003] The existing river embankment reinforcing structure will be damaged when the river embankment reinforcing structure is hit by waves for a long time during use, thereby affecting the use stability of the river embankment reinforcing structure and shortening the service life of the river embankment reinforcing structure. SUMMARY

[0004] To solve the defects in the prior art, the utility model provides a river embankment reinforcing structure.

[0005] In order to solve the above technical problems, the utility model provides the following technical scheme:

[0006] The utility model discloses a river embankment reinforcing structure, including river embankment main part, the surface of river embankment main part is connected with the protection mechanism through the reinforcing mechanism, the protection mechanism includes the reinforcing cover plate that arranges on the river embankment main part surface, the reinforcing mechanism includes the multiple equidistance distribution's stair groove of being arranged in the inclined surface of river embankment main part, the inside stair groove is preburied with multiple vertical upwards preburied rod through concrete, the back of reinforcing cover plate is equipped with multiple and stair groove one one corresponding connecting plate, is seted up with multiple and preburied rod is matched with the first connecting hole of the first connecting hole on connecting plate, the top of river embankment main part is preburied with multiple vertical upwards preburied bolt through concrete, the most top connecting plate is equipped with the extension connecting plate that is laid in the top of river embankment main part, is seted up with the second connecting hole of the second connecting hole of preburied bolt and passes through, is screwed on preburied bolt with lock nut.

[0007] As a preferred technical scheme of the utility model, the protection mechanism further includes the wave baffle arranged at the top of the reinforcing cover plate in a circular arc shape, and the bottom end of the reinforcing cover plate is provided with a silt blocking plate.

[0008] As a preferred technical scheme of the utility model, the bottom end of the silt blocking plate is trapezoidal, a plurality of silt insertion rods vertically downward are arranged at the bottom end of the trapezoidal silt blocking plate, and the bottom end of the silt insertion rod is pointed.

[0009] As a preferred technical scheme of the utility model, the inner wall of the wave baffle is provided with a plurality of reinforcing connecting rods connected with the reinforcing cover plate, and the back of the wave baffle is provided with a reinforcing rib plate connected with the topmost connecting plate.

[0010] As a preferred technical scheme of the utility model, the reinforcing mechanism further comprises a plurality of reserved grouting grooves equidistantly distributed between the adjacent two stepped grooves, and a plurality of grouting holes corresponding to the reserved grouting grooves are formed in the connecting plate.

[0011] As a preferred technical scheme of the utility model, the stepped grooves are filled with concrete grouting poured from the grouting holes and the reserved grouting grooves.

[0012] As a preferred technical scheme of the utility model, the top end of the connecting plate is connected with a plurality of equidistantly distributed limiting support plates on the back of the reinforcing cover plate.

[0013] As a preferred technical scheme of the utility model, the reinforcing cover plate is provided with a plurality of cross wave baffle protrusions on the inclined surface.

[0014] The utility model has the advantages of:

[0015] The river embankment reinforcing structure is fixedly installed through the reinforcing mechanism, the stepped grooves are arranged on the river embankment body, a plurality of embedded rods are embedded in the stepped grooves through concrete, then the protective cover plate is arranged on the inclined surface of the river embankment body, the connecting plate is arranged in the stepped groove, the embedded rod passes through the first connecting hole in the connecting plate, the embedded bolt passes through the second connecting hole in the extension connecting plate, and the locking nut is tightened, so that the reinforcing cover plate is fixedly installed, the stability of the installed reinforcing cover plate is higher through the multi-layer connection and tensioning, the protective cover plate is prevented from being washed away by water for a long time, the service life of the river embankment reinforcing structure is prolonged, and the river embankment is effectively prevented from collapsing due to soil loss. DRAWINGS

[0016] The drawings are used to provide a further understanding of the utility model, constitute a part of the specification, are used together with the embodiments of the utility model to explain the utility model, and do not constitute a limitation on the utility model. In the drawings:

[0017] Figure 1 It is a structure schematic view of a river embankment reinforcing structure of the utility model;

[0018] Figure 2 It is a river embankment body structure schematic view of a river embankment reinforcing structure of the utility model;

[0019] Figure 3 It is a reinforcing cover plate structure sectional view of a river embankment reinforcing structure of the utility model;

[0020] Figure 4 is a kind of connecting plate of river embankment reinforcing structure of the utility model plan view.

[0021] In the figure: 1, river embankment main body;2, reinforcing mechanism;201, ladder groove;202, pre-buried rod;203, connecting plate;204, pre-buried bolt;205, extension connecting plate;206, locking nut;207, reserved grouting groove;208, grouting hole;209, concrete grouting;2010, limiting support plate;3, protection mechanism;301, reinforcing cover plate;302, wave baffle;303, silt insertion baffle;304, silt insertion rod;305, reinforcing connecting rod;306, reinforcing rib plate;307, cross wave baffle. DETAILED DESCRIPTION

[0022] The preferred embodiments of the utility model are described below in conjunction with the drawings, and it should be understood that the preferred embodiments described herein are only used to illustrate and explain the utility model, and are not used to limit the utility model.

[0023] Embodiment: as Figure 1 , Figure 2 , Figure 3 and Figure 4The utility model discloses a river embankment reinforcing structure, including river embankment main part 1, the surface of river embankment main part 1 is connected with the protection mechanism 3 through reinforcing mechanism 2, the protection mechanism 3 includes the reinforcing cover plate 301 of being laid in the surface of river embankment main part 1, reinforcing mechanism 2 includes being located the multiple equidistance distribution's stair groove 201 of the inclined surface of river embankment main part 1, the inside stair groove 201 is pre-buried with multiple vertical upwards pre-buried rod 202 through concrete, the back of reinforcing cover plate 301 is equipped with multiple and stair groove 201 one one corresponding connecting plate 203, is seted up with multiple and pre-buried rod 202 match's first connecting hole on connecting plate 203, the top of river embankment main part 1 is pre-buried with multiple vertical upwards pre-buried bolt 204 through concrete, the most top connecting plate 203 is equipped with the extension connecting plate 205 of being laid in the top of river embankment main part 1, is seted up with the second connecting hole for pre-buried bolt 204 to pass through on extension connecting plate 205, is screwed on pre-buried bolt 204 Locking nut 206, through the reinforcing mechanism 2 that is equipped with, can be fixed installation to the protection mechanism 3, can be first in river embankment main part 1 on stair groove 201 is seted up, after pre-buried multiple pre-buried rod 202 in stair groove 201 through concrete, again the protection cover plate is placed on the inclined surface of river embankment main part 1, make connecting plate 203 be placed in stair groove 201, simultaneously make pre-buried rod 202 pass through the first connecting hole on connecting plate 203, pre-buried bolt 204 passes out the second connecting hole that is seted up on extension connecting plate 205, tightens locking nut 206, it is convenient to the fixed installation of reinforcing cover plate 301, and through multilayer connection tension, the stability of installation higher, avoids the situation that the protection cover plate is washed away by long time being impacted by water, improves the use cycle of river embankment reinforcing structure, effectively prevents the collapse of river embankment due to the loss of water and soil.

[0024] Among them, the protection mechanism 3 further includes the round-arc-shaped wave baffle 302 arranged at the top end of the reinforcing cover plate 301, and the silt insertion baffle 303 arranged at the bottom end of the reinforcing cover plate 301, the wave baffle 302 can make the surge flow back to the river channel, so as to avoid the situation that the river embankment main body 1 is eroded after the surge impacting on the river embankment main body 1, and the silt insertion baffle 303 can be inserted into silt, thereby improving the stability of the protection mechanism 3

[0025] Among them, the bottom end of the silt insertion baffle 303 is in a trapezoidal shape, a plurality of silt insertion rods 304 vertically downward are arranged at the bottom end of the silt insertion baffle 303 in a trapezoidal shape, and the bottom end of each silt insertion rod 304 is in a pointed end, so as to facilitate the insertion of the silt insertion baffle 303 into the riverbed at the bottom of silt, and further improve the stability of the protection mechanism 3.

[0026] The inner wall of the wave baffle plate 302 is equidistantly provided with a plurality of reinforcing connecting rods 305 connected with the reinforcing cover plate 301, and the back surface of the wave baffle plate 302 is provided with a reinforcing rib plate 306 connected with the topmost connecting plate 203. The reinforcing connecting rod 305 and the reinforcing rib plate 306 are matched to improve the stability of the wave baffle plate 302 and avoid the situation that the wave baffle plate 302 is damaged by the impact.

[0027] The reinforcing mechanism 2 further comprises a plurality of equidistantly distributed reserved grouting grooves 207 reserved between the adjacent two stepped grooves 201, and a plurality of grouting holes 208 corresponding to the reserved grouting grooves 207 are formed in the connecting plate 203. The stepped groove 201 is filled with concrete grouting 209 grouted from the grouting hole 208 and the reserved grouting groove 207. After the protection mechanism 3 is installed, the concrete is grouted into the concrete grouting 209, so that the installation stability of the protection mechanism 3 is higher.

[0028] The top end of the connecting plate 203 is connected with the back surface of the reinforcing cover plate 301, and a plurality of equidistantly distributed limiting support plates 2010 can limit and support the reinforcing cover plate 301, thereby improving the stability of the reinforcing cover plate 301.

[0029] The inclined surface of the reinforcing cover plate 301 is provided with a plurality of cross wave baffle protrusions 307, which can weaken the impact force of the waves and avoid the situation that the reinforcing structure main body is damaged after being impacted due to excessive impact force of the waves.

[0030] In operation, the river embankment reinforcing structure can fix and install the protection mechanism 3 through the reinforcing mechanism 2. The stepped groove 201 is arranged on the river embankment main body 1, a plurality of embedded rods 202 are embedded in the stepped groove 201, the protection cover plate is arranged on the inclined surface of the river embankment main body 1, the connecting plate 203 is arranged in the stepped groove 201, the embedded rod 202 passes through the first connecting hole in the connecting plate 203, the embedded bolt 204 passes through the second connecting hole in the extension plate 205, and the locking nut 206 is tightened. The reinforcing cover plate 301 can be fixed and installed, and the stability after installation is higher. The protection cover plate is not washed away by water for a long time, the service life of the river embankment reinforcing structure is improved, and the collapse of the river embankment caused by soil and water loss is effectively prevented.

[0031] Finally, it should be noted that: the above only for the preferred embodiments of the present application, and is not intended to limit the present application, although the foregoing embodiments of the present application have been described in detail, for the skilled in the art, it still can be modified, or for the equivalent replacement of part of the technical features of the technical solutions recorded in the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present application, shall be included within the scope of the present application.

Claims

1. A river embankment reinforcement structure comprising a river embankment main body (1), characterized by, The surface of the river embankment body (1) is connected with the protection mechanism (3) through the reinforcing mechanism (2), the protection mechanism (3) comprises a reinforcing cover plate (301) laid on the surface of the river embankment body (1), the reinforcing mechanism (2) comprises a plurality of equidistantly distributed stepped grooves (201) arranged on the inclined surface of the river embankment body (1), a plurality of vertically upward embedded rods (202) are embedded in the stepped grooves (201) by concrete, a plurality of connecting plates (203) corresponding to the stepped grooves (201) are arranged on the back of the reinforcing cover plate (301), a plurality of first connecting holes matched with the embedded rods (202) are formed in the connecting plates (203), a plurality of vertically upward embedded bolts (204) are embedded in the top end of the river embankment body (1) by concrete, an extension connecting plate (205) is arranged on the topmost connecting plate (203) and laid on the top end of the river embankment body (1), a second connecting hole is formed in the extension connecting plate (205) for the embedded bolt (204) to pass through, and a locking nut (206) is threadedly connected to the embedded bolt (204).

2. A riverbank reinforcement structure according to claim 1, wherein The protection mechanism (3) further comprises a wave blocking plate (302) arranged on the top end of the reinforcing cover plate (301) in a circular arc shape, and the bottom end of the reinforcing cover plate (301) is provided with a silt insertion blocking plate (303).

3. A riverbank reinforcement structure according to claim 2, wherein The bottom end of the silt insertion blocking plate (303) is trapezoidal, a plurality of vertically downward silt insertion rods (304) are arranged on the trapezoidal bottom end of the silt insertion blocking plate (303), and the bottom end of the silt insertion rod (304) is pointed.

4. A riverbank reinforcement structure according to claim 2, wherein The inner wall of the wave blocking plate (302) is equidistantly provided with a plurality of reinforcing connecting rods (305) connected with the reinforcing cover plate (301), and the back of the wave blocking plate (302) is provided with a reinforcing rib plate (306) connected with the topmost connecting plate (203).

5. The riverbank reinforcement structure according to claim 1, wherein The reinforcing mechanism (2) further comprises a plurality of equidistantly distributed reserved grouting grooves (207) reserved between adjacent two stepped grooves (201), and a plurality of grouting holes (208) corresponding to the reserved grouting grooves (207) are formed in the connecting plates (203).

6. The riverbank reinforcement structure according to claim 1, wherein The stepped grooves (201) are filled with concrete grouting (209) grouted from the grouting holes (208) and the reserved grouting grooves (207).

7. The riverbank reinforcement structure according to claim 1, wherein The top end of the connecting plate (203) is connected with the back of the reinforcing cover plate (301) through a plurality of equidistantly distributed limiting support plates (2010).

8. The riverbank reinforcement structure according to claim 1, wherein A plurality of cross wave blocking protrusions (307) are arranged on the inclined surface of the reinforcing cover plate (301).

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