CN220813651U

CN220813651U - High pile bent structure

Info

Publication number: CN220813651U
Application number: CN202322703198.7U
Authority: CN
Inventors: 方斌; 上官利松; 陈达; 宋坚; 陈汉卿
Original assignee: Jiangxi Provincial Road And Port Engineering Co ltd
Current assignee: Jiangxi Provincial Road And Port Engineering Co ltd
Priority date: 2023-10-10
Filing date: 2023-10-10
Publication date: 2024-04-19
Anticipated expiration: 2033-10-10

Abstract

The utility model discloses a high pile bent structure which comprises an upper top supporting plate, wherein V-shaped piers are equidistantly arranged on the lower surface of the upper top supporting plate, main steel columns are fixed in the middle of the lower surface of each V-shaped pier, and the diameters of the main steel columns are gradually increased from top to bottom. The V-shaped pier is arranged, when the upper top supporting plate 1 receives upper pressure, the upper top supporting plate can transmit the received force to the V-shaped pier, so that the stress intensity of the V-shaped pier can be increased, and compared with a pure flat plate-shaped upper top supporting plate, the V-shaped pier can disperse the force, and further the distance between two adjacent main steel columns can be increased; the diameter of the main steel column is gradually increased from top to bottom, so that the bearing capacity of the main steel column can be further increased; the upper top supporting plates and the V-shaped piers are arranged in a staggered mode, and then the connection part between the single upper top supporting plates is the weakest part, the weakest part of the connection part is supported by the thickest position of the V-shaped piers, so that the stress intensity of the device is ensured.

Description

High pile bent structure

Technical Field

The utility model relates to the technical field of high pile wharfs, in particular to a high pile bent structure.

Background

The high pile wharf is one of the most common three wharf structure types, and the space between bent frames is increased, the number of longitudinal and transverse connection supports of the wharf structure is reduced, and the number of pile foundations is reduced on the premise that the wharf structure type meets the required bearing capacity;

however, simply relying on the supporting capacity of the bent, it is difficult to ensure the bearing capacity of the wharf, which results in a large number of bent.

Disclosure of utility model

The utility model aims to provide a high pile bent structure, which solves the problem that the number of bent is more because the bearing capacity of a wharf is difficult to ensure by simply depending on the supporting capacity of bent in the prior art.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a high pile bent structure, includes the top backup pad, the lower surface equidistance of top backup pad is equipped with the V-arrangement mound, the lower surface middle part of V-arrangement mound is fixed with main steel column, main steel column from the top down diameter increases gradually.

Preferably, both sides of the lower surface of the V-shaped pier are fixedly provided with side supporting steel pipes.

Preferably, the V-shaped pier comprises a b side and an a side, and the side-supported steel pipe comprises a steel pipe b fixed on the lower surface of the b side and a steel pipe a fixed on the lower surface of the a side.

Preferably, the V-shaped pier is a concrete precast block.

Preferably, the upper top supporting plate is a concrete precast block, and the upper top supporting plate and the V-shaped piers are arranged in a staggered manner.

Compared with the prior art, the utility model has the beneficial effects that:

1. The V-shaped pier is arranged, when the upper top supporting plate 1 receives upper pressure, the upper top supporting plate can transmit the received force to the V-shaped pier, so that the stress intensity of the V-shaped pier can be increased, and compared with a pure flat plate-shaped upper top supporting plate, the V-shaped pier can disperse the force, so that the distance between two adjacent main steel columns can be increased, and the device is convenient to assemble;

2. the diameter of the main steel column is gradually increased from top to bottom, so that the bearing capacity of the main steel column can be further increased, and the distance between the main steel columns can be increased under the condition of equal stress pairs;

3. The upper top supporting plates and the V-shaped piers are arranged in a staggered manner, so that the connection part between the single upper top supporting plates is the weakest part, and the weakest part is supported by the thickest position of the V-shaped piers, thereby ensuring the stress intensity of the device.

Drawings

The accompanying drawings are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate the utility model and together with the embodiments of the utility model, serve to explain the utility model. In the drawings:

FIG. 1 is a schematic diagram of the structure of the present utility model;

fig. 2 is a schematic structural view of the main steel column of the present utility model.

In the figure: 1. an upper top support plate; 2. v-shaped piers; 21. b side; 22. a side; 3. a main steel column; 31. a narrow portion; 32. a wide portion; 4. laterally supporting the steel pipe; 41. a steel pipe a; 42. and (3) a steel pipe b.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Referring to fig. 1 and 2, in the embodiment of the present utility model, a high pile bent structure includes an upper top support plate 1, V-shaped piers 2 are equidistantly disposed on the lower surface of the upper top support plate 1, and a main steel column 3 is fixed in the middle of the lower surface of the V-shaped piers 2, when the upper top support plate 1 receives upward pressure, the upper top support plate can transmit the received force to the V-shaped piers 2, so as to increase the stress intensity of the V-shaped piers 2, and the V-shaped piers 2 furl the force onto the main steel column 3, compared with the pure flat plate-shaped upper top support plate 1, the V-shaped piers 2 can disperse the force, so that the distance between two adjacent main steel columns 3 can be increased, the preferred main steel columns 3 have gradually increased diameters from top to bottom, so that the bearing capacity of the main steel columns 3 can be further increased, and the distance between the main steel columns 3 can be further increased;

Referring to fig. 1, side supporting steel pipes 4 are fixed to both sides of the lower surface of the V-shaped pier 2, the side supporting steel pipes 4 can disperse force from the V-shaped pier 2, stability of the device is enhanced, bearing capacity of the device is enhanced, the V-shaped pier 2 preferably comprises a b side 21 and an a side 22, and the side supporting steel pipes 4 comprise a steel pipe b42 fixed to the lower surface of the b side 21 and a steel pipe a41 fixed to the lower surface of the a side 22;

In order to facilitate installation, the V-shaped piers 2 are concrete precast blocks, the upper top supporting plates 1 and the V-shaped piers 2 are arranged in a staggered mode, and then the connection part between the single upper top supporting plates 1 is the weakest part, the weakest part of the connection part is supported by the thickest position of the V-shaped piers 2, so that the stress intensity of the device is ensured.

The working principle and the using flow of the utility model are as follows: when the device is used, when the upper supporting plate 1 receives pressure from the upper part, the force can be conducted to the V-shaped piers 2, the stress intensity of the V-shaped piers 2 can be increased, the force is furled to the main steel columns 3 by the V-shaped piers 2, compared with the simple flat plate-shaped upper supporting plate 1, the V-shaped piers 2 can disperse the force, the distance between two adjacent main steel columns 3 can be further increased, the preferred main steel columns 3 are gradually increased in diameter from top to bottom, the bearing capacity of the main steel columns 3 can be further increased, the distance between the main steel columns 3 is further increased, the upper supporting plates 1 and the V-shaped piers 2 are staggered, the connecting part between the single upper supporting plates 1 is the weakest, and the weakest part of the connecting part is supported by the thickest position of the V-shaped piers 2, so that the stress intensity of the device is ensured.

Finally, it should be noted that: the foregoing description is only a preferred embodiment of the present utility model, and the present utility model is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present utility model has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.

Claims

1. The utility model provides a high stake bent structure, includes top backup pad (1), its characterized in that: the V-shaped piers (2) are equidistantly arranged on the lower surface of the upper top supporting plate (1), a main steel column (3) is fixed in the middle of the lower surface of each V-shaped pier (2), and the diameter of each main steel column (3) is gradually increased from top to bottom.

2. The high pile bent structure according to claim 1, wherein: both sides of the lower surface of the V-shaped pier (2) are fixedly provided with side supporting steel pipes (4).

3. The high pile bent structure according to claim 2, wherein: the V-shaped pier (2) comprises a b side (21) and an a side (22), and the side supporting steel pipe (4) comprises a steel pipe b (42) fixed on the lower surface of the b side (21) and a steel pipe a (41) fixed on the lower surface of the a side (22).

4. The high pile bent structure according to claim 1, wherein: the V-shaped pier (2) is a concrete precast block.

5. The high pile bent structure according to claim 1, wherein: the upper top supporting plate (1) is a concrete precast block, and the upper top supporting plate (1) and the V-shaped piers (2) are arranged in a staggered mode.