CN219118131U

CN219118131U - Flood prevention stake strutting arrangement

Info

Publication number: CN219118131U
Application number: CN202320049597.3U
Authority: CN
Inventors: 徐国祥
Original assignee: Anhui Jiuhua Shui'an Group Co ltd
Current assignee: Anhui Jiuhua Shui'an Group Co ltd
Priority date: 2023-01-06
Filing date: 2023-01-06
Publication date: 2023-06-02
Anticipated expiration: 2033-01-06

Abstract

The application discloses flood control stake strutting arrangement belongs to flood control stake technical field, and it includes pile body and two spinal branch vaulting poles, and two dovetail has been seted up to the top surface of pile body, and the top of bracing piece is fixed with the forked tail piece that is used for inserting to establish in the dovetail, and the bottom mounting of bracing piece has the supporting shoe, and the stock is installed to the bottom surface of supporting shoe. The application has the effect of less construction difficulty.

Description

Flood prevention stake strutting arrangement

Technical Field

The application relates to the technical field of flood control piles, in particular to a flood control pile supporting device.

Background

When a flood disaster occurs, a flood prevention sand bag or a flood prevention pile is generally required, and the impact resistance of the flood prevention sand bag is weaker than that of the flood prevention pile.

The flood control pile supporting device is usually used in the installation process of the flood control pile, so that the flood control pile is firmer. The flood control pile supporting device is usually two supporting rods fixed on the periphery of the flood control pile.

To above-mentioned related art, the bracing piece is usually with flood control stake fixed connection, in the in-process of installing flood control stake, need to drive into the bottom surface with bracing piece together flood control stake, and the construction degree of difficulty is great.

Disclosure of Invention

In order to improve flood control stake and bracing piece and need drive into the bottom surface together, the great problem of construction degree of difficulty, this application provides a flood control stake strutting arrangement.

The application provides a flood control stake strutting arrangement adopts following technical scheme:

the utility model provides a flood prevention stake strutting arrangement, includes pile body and two spinal branch vaulting poles, two dovetail has been seted up to the top surface of pile body, the top of bracing piece is fixed with and is used for inserting the forked tail piece of establishing in the dovetail, the bottom mounting of bracing piece has the supporting shoe, the stock is installed to the bottom surface of supporting shoe.

Through adopting above-mentioned technical scheme, constructor table is beaten into ground with the pile body earlier, aligns the position of forked tail piece and dovetail to confirm the mounted position of stock, beaten into ground with the stock, the in-process that the stock moved down, the forked tail piece inserts and establishes in the dovetail and move down, when supporting shoe and ground looks butt, the bottom surface of forked tail piece and the interior bottom surface looks butt of dovetail, the construction degree of difficulty is less, and the bracing piece is more firm with the connection that the pile body supported.

Preferably, the clamping groove is formed in the side face of the dovetail block, the dovetail block is provided with a clamping block in a sliding mode along the length direction of the clamping groove, a first spring is fixed on the side face, close to the supporting rod, of the clamping block, one end, away from the clamping block, of the first spring is fixedly connected with the inner wall of the clamping groove, and a positioning groove used for inserting the clamping block is formed in the inner wall of the dovetail groove.

Through adopting above-mentioned technical scheme, when inserting the dovetail with the dovetail in establishing, when the bottom surface of dovetail and the interior bottom surface of dovetail are mutually pasted, the fixture block inserts in the constant head tank under the elasticity effect of spring one to make the connection between dovetail and the pile body more firm.

Preferably, the side surface of the clamping block, which is far away from the supporting rod, is provided with a first inclined surface, and the first inclined surface is positioned on the bottom surface of the clamping block.

Through adopting above-mentioned technical scheme, with the in-process of dovetail downwards inserting in the dovetail, the fixture block butt with the inner wall of dovetail, the fixture block gets into the draw-in groove under the effect of inclined plane one to in the dovetail of being convenient for the dovetail gets into.

Preferably, the pile body is provided with a positioning block through the positioning groove along radial sliding of the positioning block, a pushing groove communicated with the positioning groove is formed in the pile body, the pile body is provided with a pushing block through the pushing groove along vertical sliding, the pushing block and the inner side opposite to the positioning block are respectively provided with an inclined plane II, the top surface of the pile body is provided with a pressing groove, the pile body is provided with a pressing rod through the pressing groove along vertical sliding, and the pressing rod is fixedly connected with the pushing block.

Through adopting above-mentioned technical scheme, with pressing the pole downwardly moving, pressing the pole and driving the pushing block downwardly moving, the pushing block promotes the orientation of locating piece towards the direction that is close to the fixture block through inclined plane two and removes, and the locating piece promotes the fixture block to remove for the fixture block breaks away from the constant head tank, thereby releases the spacing to the forked tail piece.

Preferably, a sliding block is fixed on the side face of the positioning block, a sliding groove is formed in the inner wall of the positioning groove, the sliding block is connected with the pile body in a sliding manner along the radial direction of the pile body through the sliding groove, a second spring is fixed on the side face of the sliding block, and one end, away from the sliding block, of the second spring is fixedly connected with the inner wall of the sliding groove.

Through adopting above-mentioned technical scheme, after loosening the press pole, the locating piece is moved towards the direction that is close to the pushing block under the elasticity effect of spring two for locating piece and press pole reset.

Preferably, the mounting groove that is used for inserting the stock has been seted up to the bottom surface of supporting shoe, two spacing grooves have been seted up to the outer peripheral face of stock, the stock passes through the spacing groove is along radial slip of self installing the stopper, the inner wall of mounting groove has been seted up and is used for inserting the link groove of stopper, the side of stopper is fixed with the spring three, the spring three keep away from the one end of stopper with the inner wall fixed connection of spacing groove.

Through adopting above-mentioned technical scheme, insert the stock and establish in the mounting groove, make spacing groove and link through the groove alignment, the stopper takes place to remove under the elasticity effect of spring three for spacing plate inserts in the link through the groove, thereby links together stock and supporting shoe, in order to transport and install stock and supporting shoe.

Preferably, the side surface of the limiting block, which is far away from the third spring, is provided with a third inclined surface, and the third inclined surface is positioned on the top surface of the limiting block.

Through adopting above-mentioned technical scheme, insert the stock in-process in the mounting groove, stopper and the inner wall looks butt of mounting groove, the stopper gets into the spacing inslot under the effect on inclined plane III to in the stock inserts the mounting groove.

Preferably, the supporting block is provided with the connecting block through the connecting through groove in a sliding manner along the length direction of the connecting block, the side face of the connecting block is fixedly provided with the reset block, the inner wall of the connecting through groove is provided with the reset groove, the reset block is connected with the supporting block in a sliding manner along the length direction of the supporting block through the reset groove, the side face of the reset block is fixedly provided with a spring IV, and the spring IV is far away from one end of the reset block and the inner wall of the reset groove are fixedly connected.

Through adopting above-mentioned technical scheme, remove the connecting block towards the direction that is close to the stopper, the connecting block promotes the stopper for the stopper breaks away from the connection through groove, so that break away from the mounting groove with the stock, realize the dismantlement of stock and supporting shoe.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the construction staff is firstly driven into the ground by the pile body, and then the positions of the dovetail blocks and the dovetail grooves are aligned, so that the installation positions of the anchor rods are determined, the anchor rods are driven into the ground, the dovetail blocks are inserted into the dovetail grooves and move downwards in the process of downwards moving the anchor rods, when the supporting blocks are abutted against the ground, the bottom surfaces of the dovetail blocks are abutted against the inner bottom surfaces of the dovetail grooves, the construction difficulty is low, and the connection between the supporting rods and the pile body supports is more stable;

2. when the dovetail block is inserted into the dovetail groove, and the bottom surface of the dovetail block is attached to the inner bottom surface of the dovetail groove, the clamping block is inserted into the positioning groove under the action of the elastic force of the first spring, so that the connection between the dovetail block and the pile body is more stable;

3. the pressing rod moves downwards, the pressing rod drives the pushing block to move downwards, the pushing block pushes the positioning block to move towards the direction close to the clamping block through the inclined plane II, and the positioning block pushes the clamping block to move, so that the clamping block is separated from the positioning groove, and the limit on the dovetail block is relieved.

Drawings

Fig. 1 is a schematic overall structure of a flood control pile supporting device according to an embodiment of the present application.

Fig. 2 is a cross-sectional view of a pile body in a flood control pile support device according to an embodiment of the present application.

Fig. 3 is a cross-sectional view of the support blocks and anchors in the flood control pile support device according to the embodiment of the present application.

Reference numerals: 1. a pile body; 11. a support rod; 12. a support block; 13. a bolt; 14. dovetail blocks; 15. a dovetail groove; 2. a clamping block; 21. a clamping groove; 22. a first spring; 23. an inclined plane I; 3. a positioning block; 31. a positioning groove; 32. a slide block; 33. a chute; 34. a second spring; 35. a pressing groove; 36. pressing a pressing rod; 37. a pushing groove; 38. a pushing block; 39. a second inclined plane; 4. a limiting block; 41. a limit groove; 42. a third spring; 43. an inclined plane III; 44. a mounting groove; 5. a connecting block; 51. connecting the through groove; 52. a reset block; 53. a reset groove; 54. and a spring IV.

Detailed Description

The present application is described in further detail below in conjunction with figures 1-3.

The embodiment of the application discloses a flood control stake strutting arrangement. Referring to fig. 1, the flood prevention pile supporting device comprises a vertically arranged pile body 1 and two obliquely arranged supporting rods 11, wherein supporting blocks 12 are fixed at the bottom ends of the supporting rods 11, and anchor rods 13 are arranged on the bottom surfaces of the supporting blocks 12 in a vertical mode. Two symmetrically arranged dovetail grooves 15 are formed in the top surface of the supporting rod 11, dovetail blocks 14 which can be inserted into the dovetail grooves 15 are fixed at the top end of the supporting rod 11, and the dovetail blocks 14 are vertically connected with the pile body 1 in a sliding mode through the dovetail grooves 15.

Referring to fig. 1 and 2, a clamping groove 21 is formed in a side surface of the dovetail block 14, which is far away from the supporting rod 11, a clamping block 2 is slidably mounted on the dovetail block 14 along the radial direction of the pile body 1 through the clamping groove 21, and a positioning groove 31 for inserting the clamping block 2 is formed in the inner wall of the dovetail groove 15. The side of the clamping block 2 close to the supporting rod 11 is fixedly provided with a first spring 22, and one end of the first spring 22, which is far away from the clamping block 2, is fixedly connected with the inner wall of the clamping groove 21. The side of the clamping block 2 far away from the supporting rod 11 is provided with a first inclined plane 23, and the first inclined plane 23 is positioned on the bottom surface of the clamping block 2.

In the process of inserting the dovetail block 14 into the dovetail groove 15, the first inclined surface 23 is abutted against the inner wall of the dovetail groove 15, the clamping block 2 enters the clamping groove 21, the dovetail block 14 continues to move downwards, when the bottom surface of the dovetail is abutted against the bottom surface of the dovetail groove 15, the clamping groove 21 is aligned with the positioning groove 31, and the clamping block 2 is inserted into the positioning groove 31 under the action of the elastic force of the first spring 22, so that the dovetail block 14 is matched with the pile body 1 in a clamping way.

Referring to fig. 2, a pressing groove 35 is provided at the top surface of the pile body 1, and the pile body 1 is vertically slidably installed with a pressing rod 36 through the pressing groove 35. The bottom surface of the pressing rod 36 is fixed with a pushing block 38, a pushing groove 37 is arranged in the pile body 1, and the pushing block 38 is vertically connected with the pile body 1 in a sliding manner through the pushing groove 37. The pile body 1 is provided with a positioning block 3 in a sliding manner along the radial direction of the pile body through a positioning groove 31, and the side surfaces of the positioning block 3, which are close to each other, of a pushing block 38 are respectively provided with an inclined surface two 39. The bottom surface of locating piece 3 is fixed with slider 32, and spout 33 has been seted up to the inner wall of constant head tank 31, and slider 32 is connected with pile body 1 slip along the radial of pile body 1 through spout 33. The side of the sliding block 32 far away from the pushing block 38 is fixedly provided with a second spring 34, and one end of the second spring 34 far away from the sliding block 32 is fixedly connected with the inner wall of the sliding groove 33.

The pressing rod 36 moves downwards, the pressing rod 36 drives the pushing block 38 to move downwards, the pushing block 38 pushes the positioning block 3 to move towards the direction close to the dovetail block 14 through the inclined plane II 39, and the positioning block 3 pushes the clamping block 2 to move, so that the clamping block 2 is separated from the positioning groove 31, the dovetail block 14 is convenient to detach, and the supporting rod 11 is separated from the pile body 1.

Referring to fig. 1 and 3, two symmetrically arranged limiting grooves 41 are formed in the outer circumferential surface of the anchor rod 13, and the anchor rod 13 is provided with limiting blocks 4 in a sliding manner along the radial direction of the anchor rod 13 through the limiting grooves 41. The bottom surface of the supporting block 12 is provided with a mounting groove 44 for inserting the anchor rod 13, and the inner wall of the mounting groove 44 is provided with a connecting through groove 51 for inserting the limiting block 4. The side surfaces of the two limiting blocks 4, which are close to each other, are respectively fixed with a third spring 42, and one end, far away from the limiting block 4, of the third spring 42 is fixedly connected with the inner wall of the limiting groove 41. The side of stopper 4 far away from spring three 42 is provided with inclined plane three 43, and inclined plane three 43 is located the top surface of stopper 4.

The top end of the anchor rod 13 is inserted into the mounting groove 44, the limiting block 4 enters the limiting groove 41 under the action of the third inclined surface 43 in the process of entering the mounting groove 44, and when the top surface of the anchor rod 13 is abutted against the inner wall of the mounting groove 44, the limiting block 4 is inserted into the connecting groove 51 under the action of the elastic force of the third spring 42, so that the anchor rod 13 is in plug-in fit with the limiting block 4.

Referring to fig. 3, the support block 12 is slidably mounted with the connection block 5 in its own length direction through the connection groove 51. Reset blocks 52 are fixed on two sides of the connecting block 5, reset grooves 53 are formed in the inner walls of the connecting through grooves 51, and the reset blocks 52 are connected with the supporting blocks 12 in a sliding mode along the length direction of the supporting blocks 12 through the reset grooves 53. The side of the reset block 52, which is close to the anchor rod 13, is fixed with a spring four 54, and one end of the spring four 54, which is far away from the reset block 52, is fixedly connected with the inner wall of the reset groove 53.

Pressing the reset block 52, the reset block 52 pushes the limiting block 4 to move, so that the limiting block 4 is separated from the connecting groove 51, and the anchor rod 13 and the supporting block 12 are detached.

The implementation principle of the flood control pile supporting device provided by the embodiment of the application is as follows: the anchor rod 13 is inserted into the mounting groove 44, the limiting block 4 is inserted into the connecting groove 51 under the elastic force of the spring III 42, so that the anchor rod 13 is connected with the supporting block 12, the pile body 1 is driven into the ground, the dovetail block 14 is inserted into the dovetail groove 15, the anchor rod 13 is driven into the ground in the process that the dovetail block 14 moves downwards in the dovetail groove 15, and when the bottom surface of the dovetail block 14 is matched with the inner bottom surface of the dovetail groove 15, the clamping block 2 is inserted into the positioning groove 31 under the elastic force of the spring I22, so that the supporting rod 11 is connected with the pile body 1.

The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.

Claims

1. The utility model provides a flood prevention stake strutting arrangement which characterized in that: including pile body (1) and two bracing pieces (11), two dovetail (15) have been seted up to the top surface of pile body (1), the top of bracing piece (11) is fixed with and is used for inserting to establish dovetail (14) in dovetail (15), the bottom mounting of bracing piece (11) has supporting shoe (12), stock (13) are installed to the bottom surface of supporting shoe (12).

2. A flood control pile support device according to claim 1, wherein: clamping grooves (21) are formed in the side faces of the dovetail blocks (14), clamping blocks (2) are slidably mounted in the length direction of the dovetail blocks (14) through the clamping grooves (21), springs (22) are fixedly arranged on the side faces, close to the supporting rods (11), of the clamping blocks (2), one ends, far away from the clamping blocks (2), of the springs (22) are fixedly connected with the inner walls of the clamping grooves (21), and positioning grooves (31) used for being inserted into the clamping blocks (2) are formed in the inner walls of the dovetail grooves (15).

3. A flood control pile support device according to claim 2, wherein: the side surface of the clamping block (2) far away from the supporting rod (11) is provided with a first inclined surface (23), and the first inclined surface (23) is positioned on the bottom surface of the clamping block (2).

4. A flood control pile support device according to claim 2, wherein: pile body (1) is through constant head tank (31) are installed locating piece (3) along radial slip of self, be provided with in pile body (1) with propelling movement groove (37) that constant head tank (31) are linked together, pile body (1) is through propelling movement groove (37) are installed along vertical slip and are pushed piece (38), push piece (38) with the relative inboard of locating piece (3) is provided with inclined plane two (39) respectively, push groove (35) have been seted up to the top surface of pile body (1), pile body (1) are passed through push groove (35) are installed along vertical slip and are pressed pole (36), press pole (36) with push piece (38) fixed connection.

5. A flood control pile support device according to claim 4, wherein: the side of locating piece (3) is fixed with slider (32), spout (33) have been seted up to the inner wall of constant head tank (31), slider (32) are passed through spout (33) are followed the radial of pile body (1) with pile body (1) are slided and are connected, the side of slider (32) is fixed with spring two (34), spring two (34) keep away from the one end of slider (32) with the inner wall fixed connection of spout (33).

6. A flood control pile support device according to claim 1, wherein: the utility model discloses a stopper, including supporting shoe (12), stock (13), two spacing grooves (41) have been seted up to the bottom surface of supporting shoe (12), two spacing grooves (41) have been seted up to the outer peripheral face of stock (13), stock (13) are passed through spacing groove (41) are installed stopper (4) along self radial slip, the inner wall of installing groove (44) has been seted up and is used for inserting link groove (51) of stopper (4), the side of stopper (4) is fixed with spring three (42), spring three (42) are kept away from the one end of stopper (4) with the inner wall fixed connection of spacing groove (41).

7. A flood control pile support device as claimed in claim 6, wherein: the side surface of the limiting block (4) far away from the third spring (42) is provided with a third inclined surface (43), and the third inclined surface (43) is located on the top surface of the limiting block (4).

8. A flood control pile support device as claimed in claim 7, wherein: the supporting block (12) slides along the length direction of the connecting through groove (51) and installs a connecting block (5), the side of the connecting block (5) is fixed with a reset block (52), a reset groove (53) is formed in the inner wall of the connecting through groove (51), the reset block (52) slides along the length direction of the supporting block (12) and is connected with the supporting block (12) through the reset groove (53), a spring four (54) is fixed on the side of the reset block (52), and one end of the spring four (54) away from the reset block (52) is fixedly connected with the inner wall of the reset groove (53).