CN213740870U

CN213740870U - Hydraulic engineering bank protection reinforcing apparatus

Info

Publication number: CN213740870U
Application number: CN202022601680.6U
Authority: CN
Inventors: 李万东
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-11-10
Filing date: 2020-11-10
Publication date: 2021-07-20
Anticipated expiration: 2030-11-10

Abstract

The utility model discloses a hydraulic engineering bank protection reinforcing apparatus relates to hydraulic engineering technical field. The utility model discloses a slope body, the overburden is laid to the domatic of the slope body, the grating that is arranged in preventing the wire net board that the rubble drops and is arranged in the interception and storing water debris has been laid to the overburden surface upper strata, wire net board and grating are all fixed through the stock nested in the slope body and can take out. The utility model discloses a use of steel wire net board and stock has reduced the risk that stock and steel wire net break away from, and the space of utilizing that can be more abundant when the transportation, still through the use of check board, the interception is close to the part debris in the rivers of dam body part, has reduced the injury of rivers to the dam body.

Description

Hydraulic engineering bank protection reinforcing apparatus

Technical Field

The utility model relates to a hydraulic engineering technical field, concretely relates to hydraulic engineering bank protection reinforcing apparatus.

Background

At present, the water and soil loss phenomenon in China is increasingly serious, in order to prevent the water and soil loss, a common measure is to construct a water conservancy revetment at the edge of a river, the water conservancy revetment can play the roles of keeping water and soil and preventing flood, and a revetment protection device mainly covers various flexible protective nets mainly comprising a steel wire rope net on a slope needing protection so as to prevent rocks or other sundries on the slope surface from being washed away by rainwater or weathered and falling off and sliding to the bottom of the slope along the slope surface to cause the water and soil loss. The protective net can effectively control rocks or other sundries to move within the range of the protective net.

The protective device commonly used in the prior art is characterized in that an anchor rod penetrates through a weaving hole of a protective net to anchor the protective net on a slope surface, the protective net is exposed in the air for a long time, the weaving hole is easily deformed or enlarged due to erosion of wind and rain, the weaving hole is easy to fall off from the anchor rod, the protective net loses the protective effect, the coverage area of a general steel wire rope net is large, the steel wire rope net needs to be curled into a cylinder shape during transportation, and great waste is caused to space utilization during transportation; in flood and flood season, the debris carried in the river can cause great damage to the dam body.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a: the anchor rod for solving the wire rope net easily drops and the problem that debris caused the injury to the dam body in the rivers, the utility model provides a hydraulic engineering bank protection reinforcing apparatus.

The utility model discloses a realize above-mentioned purpose and specifically adopt following technical scheme:

the utility model provides a hydraulic engineering bank protection reinforcing apparatus, includes the slope body, the domatic overburden of laying of the slope body, the steel wire net board that is arranged in preventing the rubble to drop and the check board that is arranged in the interception and stores debris in the water are laid to the overburden surface upper strata, steel wire net board and check board are all fixed through the stock that nestification just can take out in the slope body.

Further, the overburden includes the earth tamping layer and the cement layer that are located slope surface upper segment and hypomere respectively, wire net board and grating are laid respectively on earth tamping layer and cement layer.

Furthermore, the side all around of wire mesh board and grating is installed link one and link two respectively, the corresponding link one is upper and lower distribution on two parallel sides on the wire mesh board, the corresponding link two is upper and lower distribution on two parallel sides on the grating.

Furthermore, the anchor rod fixes the steel wire mesh plate and the grid plate on the slope body through penetrating through the first hanging ring and the second hanging ring.

Further, the stock is conical sleeve including being the hollow tubular structure of T type and lower part, the sleeve upper end is hexagonal regulation pole through threaded connection head, adjust the pole below and install the movable rod, the articulated awl that inserts in movable rod below, set up the cooperation on the sleeve and insert the chute that the awl opened and close.

Further, a rubber plug for water prevention is plugged above the adjusting rod.

The utility model has the advantages as follows:

1. the utility model discloses a use of steel mesh board and stock has reduced the risk that stock and steel mesh break away from, and the utilization space that can be more abundant when the transportation.

2. The utility model discloses a use of check board, the part debris in the rivers of intercepting near the dam body part have reduced the injury of rivers to the dam body.

Drawings

Fig. 1 is a schematic perspective view of the present invention;

FIG. 2 is a three-dimensional structure diagram of the steel wire mesh plate, the partition plate and the anchor rod assembly of the present invention;

FIG. 3 is a sectional view of the steel wire mesh plate, the partition plate and the anchor rod;

fig. 4 is a sectional view of the anchor rod structure of the present invention;

reference numerals: 1. a slope body; 2. a cover layer; 201. compacting the layer of soil; 202. a cement layer; 3. a steel wire mesh plate; 4. a grid plate; 5. an anchor rod; 501. a sleeve; 502. adjusting a rod; 503. a movable rod; 504. inserting a cone; 505. a rubber plug; 506. a chute; 6. hanging a ring I; 7. and a second hanging ring.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations.

Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.

It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures. Furthermore, the terms "first," "second," and the like are used merely to distinguish one description from another, and are not to be construed as indicating or implying relative importance.

In the description of the embodiments of the present invention, it should be noted that the terms "inside", "outside", "up", and the like indicate the directions or positional relationships based on the directions or positional relationships shown in the drawings, or the directions or positional relationships that the products of the present invention are conventionally placed when used, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the device or element to which the term refers must have a specific direction, be constructed and operated in a specific direction, and thus, should not be construed as limiting the present invention.

As shown in fig. 1, the utility model discloses a hydraulic engineering bank protection reinforcing apparatus that an embodiment provided, including the slope body 1, the domatic overburden 2 of laying of slope body 1, overburden 2 has laid on the surface upper strata and is arranged in the wire net board 3 that prevents the rubble and drop and is arranged in the interception and the grid plate 4 of storing debris in the water, the utility model discloses utilize wire net board 3 to replace current wire rope net, wire net board 3 comprises outside frame and the wire rope net of fixing in the frame, can play effectual anti-drop effect to the rubble, and there are a plurality of cavitys in the inside of grid plate 4: the steel wire mesh plate 3 and the grid plate 4 are fixed through the anchor rod 5 which is nested in the slope body 1 and can be taken out.

As shown in fig. 1, in some embodiments, the cover layer 2 includes a soil compacting layer 201 and a cement layer 202 respectively located at an upper section (i.e., a portion above the water surface and away from the water surface) and a lower section (i.e., a portion below the water surface and near the water surface) of the slope surface of the slope body 1, the wire mesh plate 3 and the grid plate 4 are laid on the soil compacting layer 201 and the cement layer 202 respectively, crushed stones are laid between the wire mesh plate 3 and the soil compacting layer 201, and the grid plate 4 can be taken out of the cement layer 202.

As shown in fig. 2 and 3, the first hanging ring 6 and the second hanging ring 7 are respectively installed on the peripheral side surfaces of the steel wire mesh plate 3 and the grid plate 4, the first hanging ring 6 is fixed on the frame of the steel wire mesh plate 3, the first hanging rings 6 corresponding to the two parallel side surfaces on the steel wire mesh plate 3 are vertically distributed, the second hanging rings 7 are fixed on the grid plate 4, the second hanging rings 7 corresponding to the two parallel side surfaces on the grid plate 4 are vertically distributed, and the height difference of the second hanging rings 7 is the same as the height difference of the first hanging rings 6.

As shown in fig. 3, in some embodiments, the anchor rod 5 fixes the steel wire mesh plate 3 and the grid plate 4 on the slope body 1 by penetrating through the first hanging ring 6 and the second hanging ring 7, and before inserting the anchor rod 5, the first hanging ring 6 (or the second hanging ring 7) with different heights on the two steel wire mesh plates 3 (or the grid plate 4) can be stacked together, and the first hanging ring 6 and the second hanging ring 7) with different relative heights on the two steel wire mesh plates 3 or the grid plate 4 can also be stacked together.

As shown in fig. 4, in some embodiments, the anchor rod 5 includes a sleeve 501 which is a T-shaped hollow cylindrical structure and has a tapered lower portion, the upper end of the sleeve 501 is connected to an adjusting rod 502 which is a hexagon at the upper end thereof through a screw thread, a movable rod 503 is installed below the adjusting rod 502, an insertion cone 504 is hinged below the movable rod 503, a chute 506 which is matched with the insertion cone 504 to open and close is formed on the sleeve 501, when the anchor rod 5 is inserted into the slope 1, the adjusting rod 502 is rotated, the screw thread is used again, the movable rod 503 and the insertion cone 504 are pushed to move downwards together, and the insertion cone 504 can be unfolded along the lower inclined surface of the chute 506, so that the anchor rod 5 forms an inverted buckle in the slope 1: when the anchor rod 5 is taken out, the adjusting rod 502 is rotated in the reverse direction to drive the movable rod 503 and the insertion cone 504 to ascend, and meanwhile, the insertion cone 504 is folded along the upper inclined surface of the inclined groove 506, and then the anchor rod 5 is taken out.

As shown in fig. 4, in some embodiments, a rubber plug 505 for water-proofing is inserted above the adjusting rod 502 to prevent the inside of the adjusting rod 502 from being rusted due to rain or dew.

Claims

1. The utility model provides a hydraulic engineering bank protection reinforcing apparatus, includes the slope body (1), its characterized in that, the domatic overburden (2) of laying of slope body (1), overburden (2) surface upper strata has been laid and is used for preventing wire mesh board (3) that the rubble drops and grid plate (4) that are arranged in the interception and store debris in the water, wire mesh board (3) and grid plate (4) are all fixed through anchor rod (5) nested in the slope body (1) and can take out.

2. The hydraulic engineering slope protection and reinforcement device according to claim 1, wherein the covering layer (2) comprises a soil tamping layer (201) and a cement layer (202) which are respectively located at the upper section and the lower section of the slope surface of the slope body (1), and the steel wire mesh plate (3) and the grid plate (4) are respectively laid on the soil tamping layer (201) and the cement layer (202).

3. The hydraulic engineering slope protection reinforcing apparatus of claim 1, wherein the wire mesh plate (3) and the grid plate (4) are respectively provided with a first hanging ring (6) and a second hanging ring (7) on the peripheral side, the corresponding first hanging rings (6) on two parallel sides on the wire mesh plate (3) are vertically distributed, and the corresponding second hanging rings (7) on two parallel sides on the grid plate (4) are vertically distributed.

4. The hydraulic engineering slope protection reinforcing apparatus of claim 3, wherein the stock (5) fixes the steel wire mesh plate (3) and the grid plate (4) on the slope body (1) by penetrating through the first hanging ring (6) and the second hanging ring (7).

5. The hydraulic engineering protection against slope reinforcing apparatus of claim 4, characterized in that, stock (5) are including being the hollow tubular structure of T type and the lower part is conical sleeve (501), the end is hexagonal regulation pole (502) through threaded connection head in sleeve (501), adjust pole (502) below and install movable rod (503), articulated below movable rod (503) have and insert awl (504), set up the chute (506) that the cooperation inserted awl (504) opened and shut on sleeve (501).

6. The hydraulic engineering slope protection reinforcing device of claim 5, wherein a rubber plug (505) for water proofing is plugged above the adjusting rod (502).