CN218116418U - Bored concrete pile reinforcement reinforced structure - Google Patents

Abstract

The utility model discloses a bored concrete pile reinforcement reinforced structure, comprising a base plate, the middle department at bottom plate top is equipped with the bored concrete pile main part, the outside right side of bored concrete pile main part is provided with first guard ring, the outside left side of bored concrete pile main part is provided with the second guard ring, and connecting bolt is installed at both ends between first guard ring and the second guard ring, the inboard of first guard ring is provided with the in-connection fishplate bar. This bored concrete pile reinforcement reinforced structure is through being provided with high strength bolt, mounting panel and mounting hole, ann utilizes mounting tool, for example, the screwdriver, with the inside of the rotatory mounting hole of screwing into of high strength bolt, then continue to screw up the inside that extends to the bottom plate with high strength bolt, until accomplishing the fastening with high strength bolt, alright install first guard ring and second guard ring at the top of bottom plate, moreover, the steam generator is simple in structure, the dismouting is more convenient, the time of staff has been saved, the amount of labour has been reduced, what solve is more troublesome problem of dismouting.

Description

Bored concrete pile reinforcement reinforced structure

Technical Field

The utility model relates to a foundation pile reinforcement structure technical field specifically is a bored concrete pile reinforcement reinforced structure.

Background

The cast-in-place pile is characterized in that a hole is directly formed in the pile position, concrete is poured into the pile from the pile opening after the hole is formed, after a period of time, a buttress which is formed like the cast-in-place pile is formed after the concrete is formed, after the concrete is injected, in order to ensure the stability of the cast-in-place pile, a reinforcing and reinforcing structure is usually erected outside the cast-in-place pile and used for supporting and limiting the cast-in-place pile, the quality of the formed buttress is ensured, and the common reinforcing and reinforcing structure is inconvenient to limit and fix according to the diameter of a pile column and has limitation in use; the disassembly and the assembly are troublesome, and the workload is increased; pile body and ground contact, when the road surface was crossed the vehicle-hour, produced vibrations easily, influenced the stability of structure, the bored concrete pile reinforcement reinforced structure who can be spacing to the pile body of different specifications, the dismouting is simpler and stability is stronger now appears.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a bored concrete pile reinforcement reinforced structure to the inconvenient spacing fixed problem of diameter according to the stake of proposing in solving above-mentioned background art.

In order to achieve the above purpose, the utility model provides a following technical scheme: the utility model provides a bored concrete pile reinforcement reinforced structure, includes the bottom plate, the centre department at bottom plate top is equipped with the bored concrete pile main part, the outside right side of bored concrete pile main part is provided with first guard ring, the outside left side of bored concrete pile main part is provided with the second guard ring, and connecting bolt is installed at both ends between first guard ring and the second guard ring, the inboard of first guard ring is provided with the in-connection board, the backup pad is strengthened to the outside fixedly connected with of in-connection board, strengthen the outside fixedly connected with external connection board of backup pad.

Preferably, the first guard ring is semicircular, and the first guard ring and the second guard ring are located at the same height.

Preferably, the bottom fixedly connected with mounting panel in first guard ring and bored concrete pile main part outside, the mounting hole has been seted up to the inside of mounting panel, the inside grafting of mounting hole has high strength bolt, the bottom of high strength bolt runs through in the inside of bottom plate.

Preferably, the mounting plates are provided with four groups, and the mounting plates are symmetrically distributed in pairs.

Preferably, the both sides activity of bottom plate top articulates there is the movable rod, the top of movable rod is connected with damping spring, damping spring's top is connected with the support column, the top activity of support column articulates there is movable mounting seat, movable mounting seat passes through the bolt and can install the outside at first guard ring and second guard ring.

Preferably, the damping spring is internally provided with a guide column, and the guide column is connected with the bottom of the support column.

Compared with the prior art, the beneficial effects of the utility model are that: the reinforcing and reinforcing structure for the cast-in-place pile realizes the purpose of limiting pile bodies with different specifications, is simple to assemble and disassemble, has strong stability and improves the using effect;

(1) When the reinforced concrete pile is used, the first protective ring and the second protective ring are respectively placed outside the cast-in-place pile main body, the reinforced support plate with proper length is selected according to the position of the first protective ring away from the cast-in-place pile main body, the inner connecting plate is fixed through the bolts, the outer connecting plate is fixed on the outer side of the cast-in-place pile main body through the bolts, the reinforced support plate is installed between the cast-in-place pile main body and the first protective ring, the first step of limiting the cast-in-place pile main body is completed, then the connecting bolts with proper length are selected, the connecting bolts are installed at two ends of the first protective ring and the second protective ring, the first protective ring and the second protective ring are assembled outside the cast-in-place pile main body, the cast-in-place pile main body is supported through the reinforced support plate, the proper reinforced support plate and the connecting bolts can be selected for installation and connection according to the diameter of the cast-in-place pile main body, and the application range is enlarged;

(2) By arranging the high-strength bolt, the mounting plate and the mounting hole, when the safety protection device is used, the high-strength bolt is screwed into the mounting hole in a rotating mode by using a mounting tool such as a screwdriver, then the high-strength bolt is continuously screwed to extend into the bottom plate until the high-strength bolt is fastened, and then the first protection ring and the second protection ring can be mounted at the top of the bottom plate;

(3) Through being provided with the movable rod, damping spring, support column and movable mounting seat, during the use, put movable mounting seat on the outside of first guard ring and second guard ring, utilize the mounting tool afterwards, fix movable mounting seat on first guard ring and second guard ring through the bolt, make support column inclined support in both sides, damping spring can absorb the vibrations that road surface vehicle produced when through, damping spring itself can be reciprocating motion, consequently, damping spring sets up between support column and movable rod, and the inside guide post that is provided with of damping spring, can restrain damping spring effectively and inhale unnecessary jump in back, the stability of structure has been guaranteed.

Drawings

Fig. 1 is a schematic front view of a cross-sectional structure of the present invention;

fig. 2 is a schematic top view of the cross-sectional structure of the present invention;

fig. 3 is a schematic view of the structure of the first guard ring and the second guard ring of the present invention;

fig. 4 is an enlarged partial cross-sectional view of the point a in fig. 2 according to the present invention.

In the figure: 1. a base plate; 2. mounting holes; 3. a movable rod; 4. a damping spring; 5. a support pillar; 6. a movable mounting base; 7. a first guard ring; 8. filling a pile main body; 9. a second guard ring; 10. a high-strength bolt; 11. mounting a plate; 12. a connecting bolt; 13. an outer connecting plate; 14. reinforcing the support plate; 15. an interconnecting 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.

Example 1: referring to fig. 1-4, a cast-in-place pile reinforcement structure includes a bottom plate 1, a cast-in-place pile main body 8 is assembled in the middle of the top of the bottom plate 1, a first protection ring 7 is arranged on the right side of the outside of the cast-in-place pile main body 8, a second protection ring 9 is arranged on the left side of the outside of the cast-in-place pile main body 8, connecting bolts 12 are installed at two ends between the first protection ring 7 and the second protection ring 9, an inner connecting plate 15 is arranged on the inner side of the first protection ring 7, a reinforcing support plate 14 is fixedly connected to the outer side of the inner connecting plate 15, an outer connecting plate 13 is fixedly connected to the outer side of the reinforcing support plate 14, the first protection ring 7 is in a semicircular shape, and the first protection ring 7 and the second protection ring 9 are at the same height;

specifically, as shown in fig. 1, 2 and 4, the first guard ring 7 and the second guard ring 9 are respectively placed outside the cast-in-place pile body 8, the inner connecting plate 15 is fixed by a bolt, the outer connecting plate 13 is fixed outside the cast-in-place pile body 8 by a bolt, so that the reinforcing support plate 14 is installed between the cast-in-place pile body 8 and the first guard ring 7, the first step of limiting the cast-in-place pile body 8 is completed, then the connecting bolt 12 with a proper length is selected, and the connecting bolt 12 is installed at two ends of the first guard ring 7 and the second guard ring 9, so that the first guard ring 7 and the second guard ring 9 are assembled outside the cast-in-place pile body 8.

Example 2: the first protective ring 7 and the bottom of the outer side of the filling pile main body 8 are fixedly connected with mounting plates 11, mounting holes 2 are formed in the mounting plates 11, high-strength bolts 10 are inserted into the mounting holes 2, the bottoms of the high-strength bolts 10 penetrate through the bottom plate 1, four groups of mounting plates 11 are arranged, and the mounting plates 11 are symmetrically distributed pairwise;

specifically, as shown in fig. 1 and 2, the mounting plate 11 is attached to the surface of the base plate 1, and the high-strength bolts 10 are screwed into the mounting holes 2 by using a mounting tool, such as a screwdriver, and then the high-strength bolts 10 are extended into the base plate 1 by continuing to be screwed until the high-strength bolts 10 are fastened, so that the first guard ring 7 and the second guard ring 9 can be mounted on the top of the base plate 1.

Example 3: two sides of the top of the bottom plate 1 are movably hinged with movable rods 3, the top of each movable rod 3 is connected with a damping spring 4, a guide post is arranged inside each damping spring 4 and connected with the bottom of a support post 5, the top of each damping spring 4 is connected with the support post 5, the top of each support post 5 is movably hinged with a movable mounting seat 6, and each movable mounting seat 6 can be mounted on the outer sides of the first protection ring 7 and the second protection ring 9 through bolts;

specifically, as shown in fig. 1 and 3, the movable rods 3 on two sides are turned over, the movable mounting seats 6 are placed on the outer sides of the first guard ring 7 and the second guard ring 9, then the movable mounting seats 6 are fixed on the first guard ring 7 and the second guard ring 9 through bolts by using a mounting tool, so that the support columns 5 are obliquely supported on two sides, the damping springs 4 can absorb vibration generated when a road vehicle passes through, the damping springs 4 can do reciprocating motion, the damping springs 4 are arranged between the support columns 5 and the movable rods 3, and guide columns are arranged inside the damping springs 4, redundant jumping after the damping springs 4 absorb the vibration can be effectively inhibited, and the structural stability is ensured.

The working principle is as follows: when the utility model is used, firstly, a first protective ring 7 and a second protective ring 9 are respectively placed outside a filling pile main body 8, a reinforced support plate 14 with proper length is selected according to the position of the first protective ring 7 away from the filling pile main body 8, an inner connecting plate 15 is fixed by a bolt, an outer connecting plate 13 is fixed outside the filling pile main body 8 by a bolt, the reinforced support plate 14 is installed between the filling pile main body 8 and the first protective ring 7, the first step of limiting the filling pile main body 8 is completed, then a connecting bolt 12 with proper length is selected, the connecting bolt 12 is installed at the two ends of the first protective ring 7 and the second protective ring 9, thereby the first protective ring 7 and the second protective ring 9 are assembled outside the filling pile main body 8, the reinforced support plate 14 is used for supporting the filling pile main body 8, then an installation tool is used, for example, a screwdriver is used, the high-strength bolt 10 is screwed into an installation hole 2, then the high-strength bolt 10 is continuously screwed to extend to the inside of a base plate 1 until the high-strength bolt 10 is fastened, the second protective ring 7 can be installed on a damping pile main body 7 through a damping spring seat 4, a damping spring seat 4 is installed on a damping base, a damping spring seat 4, a damping spring seat is installed on a damping base plate 3, a damping base plate, a damping spring seat 4 is installed on the damping base plate, a damping base plate 4, a damping base 4 and a damping spring seat, a damping spring seat is installed on the damping base plate 3, a damping base plate 4, a damping base plate, a damping base 4, a damping base plate 3, the redundant jump after the shock absorption of the shock absorption spring 4 can be effectively inhibited, and the stability of the structure is ensured.

It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Claims (6)

1. A bored concrete pile reinforcement reinforced structure, includes bottom plate (1), its characterized in that: the utility model discloses a bored concrete pile, including bottom plate (1), bottom plate, connecting bolt (12) are installed at both ends between first guard ring (7) and second guard ring (9), the inboard of first guard ring (7) is provided with interior connecting plate (15), the outside fixedly connected with of interior connecting plate (15) strengthens backup pad (14), strengthen outside fixedly connected with external connection board (13) of backup pad (14), the outside right side at bottom plate (1) top is provided with first guard ring (7), the outside left side of bored concrete pile main part (8) outside is provided with second guard ring (9).

2. The cast-in-place pile reinforcing and reinforcing structure according to claim 1, wherein: the first protection ring (7) is semicircular, and the first protection ring (7) and the second protection ring (9) are located at the same height.

3. A cast-in-place pile reinforcement and reinforcement structure according to claim 1, characterized in that: the bottom fixedly connected with mounting panel (11) in first guard ring (7) and bored concrete pile main part (8) outside, mounting hole (2) have been seted up to the inside of mounting panel (11), the inside grafting of mounting hole (2) has high strength bolt (10), the inside of bottom plate (1) is run through in the bottom of high strength bolt (10).

4. A cast-in-place pile reinforcement and reinforcement structure according to claim 3, wherein: the mounting plate (11) is provided with four groups, and the mounting plates (11) are distributed in a pairwise symmetrical mode.

5. A cast-in-place pile reinforcement and reinforcement structure according to claim 1, characterized in that: the utility model discloses a damping device for a motor vehicle, including bottom plate (1), the both sides activity at bottom plate (1) top articulates there is movable rod (3), the top of movable rod (3) is connected with damping spring (4), the top of damping spring (4) is connected with support column (5), the top activity of support column (5) articulates there is movable mounting seat (6), movable mounting seat (6) can install the outside at first guard ring (7) and second guard ring (9) through the bolt.

6. The cast-in-place pile reinforcing and reinforcing structure according to claim 5, wherein: the inside of damping spring (4) is provided with the guide post, the guide post is connected with the bottom of support column (5).

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