CN215053174U - Gate dam foundation reinforcing structure - Google Patents

Abstract

The utility model discloses a floodgate dam foundation strengthening structure, comprising a main body bottom plate, a plurality of first perpendicular reinforcement covers of the even fixedly connected with in inside of both sides around the main body bottom plate, first perpendicular reinforcement cover is inside all to be provided with first drill rod, a plurality of slant reinforcement covers of the even fixedly connected with in inside of both sides around the main body bottom plate. The utility model discloses in, at first according to the user demand, can be with a plurality of linear structure and pitch arc structural connection, insert the connecting plate and go into the earth's surface with each drill rod nail at each junction, thereby realize the purpose that links to each other gate dam with the earth's surface, and improve the dynamics of being connected of each structure and earth's surface, gate dam foundation reinforced structure arranges safe back, can insert breakwater or rod form support between both sides main part gusset plate or between first arc gusset plate and the second arc gusset plate, and then the sand bag of building is piled up to cooperation structure meet the water end, can realize fast, the purpose of building the gate dam steadily, be worth wideling popularize.

Description

Gate dam foundation reinforcing structure

Technical Field

The utility model relates to a floodgate dam technical field especially relates to a floodgate dam foundation reinforcement structure.

Background

The gate dam is a water conservancy project, the main functions of the gate dam include flood control, flood drainage, salt rejection, fresh water storage, irrigation and water supply, navigation and cultivation, landscape entertainment, ecological protection and the like, along with the development of the society, the range of human activities is also larger and larger, buildings, farmlands and the like are also continuously expanded in area, and in order to maintain the conditions of human survival, the technology for resisting natural disasters is greatly valued.

The utility model with the grant publication number of CN211006738U in the Chinese patent document provides a method for reinforcing a foundation structure of a gate dam, which is technically characterized in that two ends of a base body of the foundation structure of the gate dam are obliquely arranged on a natural soil base layer, two sides of the natural soil base layer are provided with inclined grooves, a galvanized steel wire mesh layer is paved in the grooves at two sides of the natural soil base layer and on a flat layer in the middle of the grooves at two sides of the natural soil base layer, then a waterproof layer is paved, a geotextile layer is paved, then concrete is poured to form the base body, a plurality of reinforcing piles penetrate through the geotextile layer, the waterproof layer and the galvanized steel wire mesh layer and then are drilled into the natural soil base layer, the reinforcing type foundation structure of the gate dam realizes the stability and firmness of the foundation structure of the gate dam by reinforcing the combination of the foundation base body of the gate dam and the natural soil layer, but the patent still has the use limitation, the construction time is long, the concrete is inconvenient and other factors, the construction cost is increased, and in addition, the mobile capability is unavailable, particularly for the current frequent sudden flood.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving the defects existing in the prior art and providing a gate dam foundation reinforcing structure.

In order to achieve the above purpose, the utility model adopts the following technical scheme: (a gate dam foundation reinforcing structure, comprising a main body bottom plate, wherein a plurality of first vertical reinforcing sleeves are uniformly and fixedly connected inside the front side and the back side of the main body bottom plate, first steel studs are arranged inside the first vertical reinforcing sleeves, a plurality of oblique reinforcing sleeves are uniformly and fixedly connected inside the front side and the back side of the main body bottom plate, second steel studs are arranged inside the oblique reinforcing sleeves, main body reinforcing plates are fixedly connected on the front side and the back side of the top end of the main body bottom plate, a plurality of first triangular irons are respectively and uniformly and fixedly connected with the lower ends of the main body reinforcing plates away from one side, a plurality of first ribs are respectively and uniformly and fixedly connected on the opposite sides of the main body reinforcing plates, first clamping grooves are respectively arranged at the left end and the right end of the main body reinforcing plate, an arc-shaped bottom plate is arranged on the right side of the main body bottom plate, a plurality of second vertical reinforcing sleeves are respectively and uniformly and fixedly connected inside the front side and the back side of the arc-shaped bottom plate, the second vertical reinforcing sleeve is internally provided with a third steel chisel, a first arc reinforcing plate is fixedly connected to the front side of the top end of the arc-shaped bottom plate, second clamping grooves are formed in the left end and the right end of the first arc reinforcing plate respectively, a second arc reinforcing plate is fixedly connected to the rear side of the top end of the arc-shaped bottom plate, third clamping grooves are formed in the left end and the right end of the second arc reinforcing plate respectively, a plurality of second ribs are uniformly and fixedly connected to one side, opposite to the first arc reinforcing plate and the second arc reinforcing plate, of the first arc reinforcing plate and the lower end, away from one side, of the second arc reinforcing plate respectively, a plurality of second triangular irons are uniformly and fixedly connected to the lower end, the front side of the right end is provided with a connecting plate, the first clamping groove corresponds to the left side of the second clamping grooves, the rear side of the right end is provided with a connecting plate, and the first clamping groove corresponds to the third clamping grooves.

As a further description of the above technical solution:

the front and back both sides edge of main part bottom plate bottom is even fixedly connected with a plurality of first ground claws respectively.

As a further description of the above technical solution:

the bottom ends of the first triangular iron are respectively and fixedly connected with the corresponding positions at the top end of the main body bottom plate.

As a further description of the above technical solution:

the bottom ends of the first ribs are respectively and fixedly connected to the corresponding positions at the top end of the arc-shaped bottom plate.

As a further description of the above technical solution:

the front and back both sides edge of arc bottom plate bottom is even fixedly connected with a plurality of second ground claws respectively.

As a further description of the above technical solution:

and the bottom ends of the second ribs are respectively and fixedly connected with the corresponding positions at the top end of the arc-shaped bottom plate.

As a further description of the above technical solution:

and the bottom ends of the second triangular irons are respectively and fixedly connected with the corresponding positions at the top end of the arc-shaped bottom plate.

As a further description of the above technical solution:

the first vertical reinforcing sleeves and the oblique reinforcing sleeves are alternately arranged.

The utility model discloses following beneficial effect has:

1. the utility model discloses in, at first according to the user demand, with a plurality of linear structure and pitch arc structural connection, wherein the purpose of extension floodgate dam can be realized to a plurality of linear structure interconnections, and a plurality of pitch arc structures link to each other then can realize that floodgate dam curve turns to the purpose of arranging, insert the connecting plate and with first drill rod in each junction, the earth's surface is gone into to second drill rod and third drill rod nail, thereby realize the purpose that links to each other floodgate dam and earth's surface, and improve the dynamics of being connected of each structure and earth's surface, the earth's surface is also inserted thereupon to first ground claw and second ground claw, the aforesaid can increase the main part bottom plate respectively, the area of contact of arc bottom plate and earth's surface, avoid main part bottom plate and arc bottom plate to take place the removal under hydraulic shock, and then destroy the whole ability of blocking of floodgate dam.

2. The utility model discloses in, gate dam foundation strengthening structure arranges after surely, can insert breakwater or rod-shaped support between both sides main part gusset plate or between first arc gusset plate and the second arc gusset plate, and then the sand hill that the structure of cooperating the end of meeting water piles up, can realize quick, the purpose of surely founding the gate dam, first three angle irons and second three angle irons can improve main part gusset plate and main part bottom plate and first arc gusset plate respectively, the dynamics of being connected of second arc gusset plate and arc bottom plate, the stability of increase structure, increase of service life, be worth wideling popularize.

Drawings

Fig. 1 is a perspective view of a gate dam foundation reinforcing structure provided by the present invention;

fig. 2 is a perspective view of a linear structure of a gate dam foundation reinforcing structure provided by the present invention;

fig. 3 is a perspective view of an arc line structure of a gate dam foundation reinforcing structure provided by the present invention;

fig. 4 is the utility model provides a gate dam foundation strengthening structure's extension installation schematic diagram.

Illustration of the drawings:

1. a main body bottom plate; 2. a first ground claw; 3. a first vertical reinforcement sleeve; 4. a first drill steel; 5. an oblique reinforcing sleeve; 6. a second drill steel; 7. a main body reinforcing plate; 8. a first triangular iron; 9. a first card slot; 10. a first rib; 11. an arc-shaped bottom plate; 12. a second ground claw; 13. a second vertical reinforcing sleeve; 14. a third steel chisel; 15. a first arc-shaped reinforcing plate; 16. a second card slot; 17. a second arc-shaped reinforcing plate; 18. a third card slot; 19. a second rib; 20. a second triangular iron; 21. a connecting plate.

Detailed Description

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

In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance, and furthermore, unless otherwise explicitly stated or limited, the terms "mounted," "connected," and "connected" are to be construed broadly and may be, for example, 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 meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Referring to fig. 1-4, the present invention provides an embodiment: a gate dam foundation reinforcing structure comprises a main body bottom plate 1, wherein a plurality of first vertical reinforcing sleeves 3 are uniformly and fixedly connected inside the front side and the rear side of the main body bottom plate 1, the first vertical reinforcing sleeves 3 are used for indirectly increasing the contact area between first steel drill rods 4 and the main body bottom plate 1 and avoiding direct contact between the first steel drill rods and the main body bottom plate, and then a larger gap is formed between the steel drill rods and the bottom plate after long-term use, so that the bottom plate can move relative to the steel drill rods to destroy the overall stability of the gate dam, the first steel drill rods 4 are arranged inside the first vertical reinforcing sleeves 3, the first steel drill rods 4 are nailed into the ground to be used for fixing the overall reinforcing structure, a plurality of inclined reinforcing sleeves 5 are uniformly and fixedly connected inside the front side and the rear side of the main body bottom plate 1, the inclined reinforcing sleeves 5 are also used for indirectly increasing the contact area between the second steel drill rods 6 and the main body bottom plate 1, and second steel rods 6 are arranged inside the inclined reinforcing sleeves 5, the second steel chisel 6 and the first steel chisel 4 play the same role, the front and the back sides of the top end of the main body bottom plate 1 are fixedly connected with a main body reinforcing plate 7, a water baffle plate or a supporting rod and the like can be inserted between the two main body reinforcing plates 7, when the water facing end of the reinforced structure is piled up to form a sand bag, the water baffle plate or the supporting rod at the back side can be used for supporting and stabilizing the sand bag to increase the water blocking capacity, the lower end of one side of the main body reinforcing plate 7 away from the main body reinforcing plate 7 is respectively and fixedly connected with a plurality of first triangular irons 8, the first triangular irons 8 can be used for reinforcing the connecting part of the bottom end of the main body reinforcing plate 7 and the main body bottom plate 1, the opposite side of the main body reinforcing plate 7 is respectively and fixedly connected with a plurality of first ribs 10, the first ribs 10 can be used for stabilizing a rod-shaped support to prevent the inclination, the left and the right ends of the main body reinforcing plate 7 are respectively provided with a first clamping groove 9, the first clamping groove 9 is used for clamping the connecting plate 21, the water seepage situation of the joints of the reinforcing structures is avoided, the right side of the main body bottom plate 1 is provided with an arc-shaped bottom plate 11, the arc-shaped bottom plate 11 is used for providing a foundation for constructing the arc-shaped steering part of the gate dam, the interiors of the front side and the rear side of the arc-shaped bottom plate 11 are respectively and fixedly connected with a plurality of second vertical reinforcing sleeves 13, third steel brazes 14 are respectively arranged in the second vertical reinforcing sleeves 13, the arc-shaped bottom plate 11 can be stably fixed on the ground surface by the third steel brazes 14 matching with the second vertical reinforcing sleeves 13, the front side of the top end of the arc-shaped bottom plate 11 is fixedly connected with a first arc-shaped reinforcing plate 15, the left end and the right end of the first arc-shaped reinforcing plate 15 are respectively provided with a second clamping groove 16, the rear side of the top end of the arc-shaped bottom plate 11 is fixedly connected with a second arc-shaped reinforcing plate 17, the left end and the right end of the second arc-shaped reinforcing plate 17 are respectively provided with a third clamping groove 18, a water retaining plate can be used for subsequent arrangement between the first arc-shaped reinforcing plate 15 and the second arc-shaped reinforcing plate 17, the second clamping groove 16 and the third clamping groove 18 are also used for inserting the connecting plate 21, the circle centers of the arc-shaped bottom plate 11, the first arc-shaped reinforcing plate 15 and the second arc-shaped reinforcing plate 17 are positioned on the same vertical line, the technical characteristics enable the three to be conveniently produced in a standardized way, and simultaneously, the subsequent use and installation are convenient, a plurality of second ribs 19 are uniformly and fixedly connected to one side of the first arc-shaped reinforcing plate 15 opposite to the second arc-shaped reinforcing plate 17 respectively, the second ribs 19 can also be used for stabilizing rod-shaped supports to prevent the rod-shaped supports from inclining, a plurality of second triangular irons 20 are uniformly and fixedly connected to the lower ends of the sides of the first arc-shaped reinforcing plate 15 and the second arc-shaped reinforcing plate 17, the second triangular irons 20 are used for reinforcing the joints of the first clamping groove 9 at the front side of the right end and the second clamping groove 16 corresponding to the left side, and the first clamping groove 9 at the rear side of the right end and the third clamping groove 18 corresponding to the left side are respectively provided with the connecting plate 21, the gap of each structural connection department can be shutoff to connecting plate 21, avoids each reinforced structure junction to take place the infiltration condition, and both ends all are provided with recess and this recess about each bottom plate and all link up with the draw-in groove that corresponds to increase the area of the effective shutoff of connecting plate 21, consolidate the relation of connection of floodgate dam junction simultaneously, improve structural integrity.

The front and rear edges of the bottom end of the main body bottom plate 1 are respectively and uniformly and fixedly connected with a plurality of first ground claws 2, the first ground claws 2 can prevent the main body bottom plate 1 from displacing with the earth surface and destroy the stability of the gate dam, the bottom ends of first triangular iron 8 are respectively and fixedly connected with the corresponding positions of the top end of the main body bottom plate 1, the first triangular iron 8 can prevent the main body reinforcing plate 7 from relatively displacing with the main body bottom plate 1, the bottom ends of first ribs 10 are respectively and fixedly connected with the corresponding positions of the top end of the arc bottom plate 11, the first ribs 10 can also stabilize the connection relation between the main body reinforcing plate 7 and the main body bottom plate 1, the front and rear edges of the bottom end of the arc bottom plate 11 are respectively and uniformly and fixedly connected with a plurality of second ground claws 12, the second ground claws 12 can also prevent the arc bottom plate 11 from relatively displacing with the earth surface, and the bottom ends of second ribs 19 are respectively and fixedly connected with the corresponding positions of the top end of the arc bottom plate 11, the breakwater relevant position of each arrangement all designs has the recess unanimous with each rib outline size, and then can make the breakwater arrange the back, avoid it to take place lateral shifting, 20 bottom fixed connection respectively at the corresponding position on 11 tops of arc bottom plate of second triangle iron, can avoid first arc gusset plate 15, second arc gusset plate 17 takes place relative displacement with arc bottom plate 11, first perpendicular reinforcement cover 3 and slant reinforcement cover 5 alternate arrangement, can increase the direction of force of main part bottom plate 1 and earth's surface, and then play the purpose of strengthening the relation of connection of main part bottom plate 1 and earth's surface.

The working principle is as follows: firstly, a main body bottom plate 1, a first ground claw 2, a first vertical reinforcing sleeve 3, a first drill steel 4, an oblique reinforcing sleeve 5, a second drill steel 6, a main body reinforcing plate 7, a first triangular iron 8, a first clamping groove 9 and a first rib 10 are combined into a linear structure, an arc-shaped bottom plate 11, a second ground claw 12, a second vertical reinforcing sleeve 13, a third drill steel 14, a first arc-shaped reinforcing plate 15, a second clamping groove 16, a second arc-shaped reinforcing plate 17, a third clamping groove 18, a second rib 19 and a second triangular iron 20 are combined into an arc-shaped structure, a lifting ring is arranged at a corresponding position of each structure, lifting and moving are facilitated, a plurality of linear structures are connected with the arc-shaped structure according to using requirements, wherein the purpose of prolonging the gate dam can be achieved by interconnecting the plurality of linear structures, the purpose of curve steering arrangement of the gate dam can be achieved by interconnecting the plurality of arc-shaped structures, and then a connecting plate 21 is inserted into each connecting position, and the first drill steel 4, The second steel chisel 6 and the third steel chisel 14 are nailed into the earth surface, thereby realizing the purpose of connecting the gate dam with the earth surface, and improving the connecting strength of each structure and the earth surface, the first claw 2 and the second claw 12 are also inserted into the earth surface, the contact area of the main body bottom plate 1, the arc bottom plate 11 and the earth surface can be respectively increased, the main body bottom plate 1 and the arc bottom plate 11 are prevented from moving under the impact of water, and the whole water blocking capacity of the gate dam is damaged, after the basic reinforcing structure of the gate dam is stably arranged, a water baffle plate or a rod-shaped support can be inserted between the main body reinforcing plates 7 at two sides or between the first arc reinforcing plate 15 and the second arc reinforcing plate 17, and then a sand bag piled at the water inlet end of the structure is matched, so that the purpose of quickly and stably constructing the gate dam can be realized, the first triangle iron 8 and the second triangle iron 20 can respectively improve the main body reinforcing plate 7 and the main body bottom plate 1, the first arc reinforcing plate 15, the second triangle iron 20, The second arc gusset plate 17 and the arc bottom plate 11 are connected in dynamics, increase the stability of structure, increase of service life.

Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications and variations can be made in the embodiments or in part of the technical features of the embodiments without departing from the spirit and the scope of the invention.

Claims (8)

1. The utility model provides a gate dam foundation reinforced structure, includes main part bottom plate (1), its characterized in that: the inner parts of the front side and the rear side of the main body bottom plate (1) are uniformly and fixedly connected with a plurality of first vertical reinforcing sleeves (3), the inner parts of the first vertical reinforcing sleeves (3) are respectively provided with a first steel chisel (4), the inner parts of the front side and the rear side of the main body bottom plate (1) are uniformly and fixedly connected with a plurality of inclined reinforcing sleeves (5), the inner parts of the inclined reinforcing sleeves (5) are respectively provided with a second steel chisel (6), the front side and the rear side of the top end of the main body bottom plate (1) are respectively and fixedly connected with a main body reinforcing plate (7), the lower end of one side, away from the main body reinforcing plate (7), of the main body reinforcing plate is respectively and uniformly and fixedly connected with a plurality of first triangular irons (8), one side, opposite to the main body reinforcing plate (7), is respectively and uniformly and fixedly connected with a plurality of first ribs (10), the left end and the right end of the main body reinforcing plate (7) are respectively provided with a first clamping groove (9), the right side of the main body bottom plate (1) is provided with an arc-shaped bottom plate (11), a plurality of second vertical reinforcing sleeves (13) are uniformly and fixedly connected inside the front side and the rear side of the arc-shaped bottom plate (11) respectively, third steel brazes (14) are arranged inside the second vertical reinforcing sleeves (13), a first arc-shaped reinforcing plate (15) is fixedly connected to the front side of the top end of the arc-shaped bottom plate (11), second clamping grooves (16) are formed in the left end and the right end of the first arc-shaped reinforcing plate (15), a second arc-shaped reinforcing plate (17) is fixedly connected to the rear side of the top end of the arc-shaped bottom plate (11), third clamping grooves (18) are formed in the left end and the right end of the second arc-shaped reinforcing plate (17), a plurality of second ribs (19) are uniformly and fixedly connected to one side of the first arc-shaped reinforcing plate (15) opposite to the second arc-shaped reinforcing plate (17) respectively, a plurality of second triangular irons (20) are uniformly and fixedly connected to the lower end of one side of the first arc-shaped reinforcing plate (15) away from the second arc-shaped reinforcing plate (17) respectively, and connecting plates (21) are respectively arranged between the first clamping groove (9) at the front side of the right end and the second clamping groove (16) corresponding to the left side and between the first clamping groove (9) at the rear side of the right end and the third clamping groove (18) corresponding to the left side.

2. The gate dam foundation reinforcement structure of claim 1, wherein: the front and rear edges of the bottom end of the main body bottom plate (1) are respectively and uniformly fixedly connected with a plurality of first ground claws (2).

3. The gate dam foundation reinforcement structure of claim 1, wherein: the bottom ends of the first triangular irons (8) are respectively and fixedly connected to the corresponding positions at the top end of the main body bottom plate (1).

4. The gate dam foundation reinforcement structure of claim 1, wherein: the bottom ends of the first ribs (10) are respectively and fixedly connected to the corresponding positions at the top end of the arc-shaped bottom plate (11).

5. The gate dam foundation reinforcement structure of claim 1, wherein: the front and rear edges of the bottom end of the arc-shaped bottom plate (11) are respectively and uniformly fixedly connected with a plurality of second ground claws (12).

6. The gate dam foundation reinforcement structure of claim 1, wherein: the bottom ends of the second ribs (19) are respectively and fixedly connected with the corresponding positions of the top ends of the arc-shaped bottom plates (11).

7. The gate dam foundation reinforcement structure of claim 1, wherein: the bottom ends of the second triangular irons (20) are respectively and fixedly connected to the corresponding positions of the top ends of the arc-shaped bottom plates (11).

8. The gate dam foundation reinforcement structure of claim 1, wherein: the first vertical reinforcing sleeves (3) and the oblique reinforcing sleeves (5) are alternately arranged.

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