Tower crane pile foundation arrangement structure

Abstract

The utility model discloses a tower crane pile foundation arrangement structure which comprises a pile cylinder, a pair of first supporting pieces are arranged above the pile cylinder, the first supporting pieces are arranged in parallel at intervals, and a standard frame of a tower crane is fixed above the first supporting pieces; the device further comprises a second supporting piece, and the second supporting piece is arranged above the first supporting piece. A pair of connecting pieces is arranged between the first supporting pieces, and the connecting pieces are arranged in a crossed and spaced mode. The tower crane pile foundation arrangement structure is reasonable in structure and convenient and fast to operate, and the structural strength of the tower crane pile foundation is effectively guaranteed through the supporting pieces and the connecting combination; in addition, the tower crane pile foundation is formed through assembly and has the advantage of being flexible in operation; in addition, most parts of the tower crane pile foundation can be recycled for multiple times, and the construction cost can be controlled easily.

Description

Technical Field

[0001] The utility model belongs to the technical field of construction engineering and relates to a tower crane pile foundation arrangement structure. Background Art

[0002] A tower crane, also known as a tower crane, is a rotating crane with its boom installed on the top of a tall tower. It has the advantage of a large operating space and is mainly used for vertical and horizontal transportation of materials and installation of building components in housing construction. The tower crane needs to be installed on top of the pile foundation to ensure the reliability of the tower crane's fixation.

[0003] In the prior art, the pile foundation arrangement structure of the tower crane is mostly made of steel bars and concrete. Since the steel bars are mostly bound by wires, this will cause the steel bars to move easily when pouring concrete, thereby reducing the strength of the pile foundation.

[0004] In addition, the tower crane pile foundation formed by concrete pouring cannot be recycled multiple times, which is not conducive to the control of construction costs.

[0005] Therefore, it is urgent to design a tower crane pile foundation arrangement structure to solve the technical problems existing in the prior art. Utility Model Content

[0006] The purpose of the utility model is to solve some of the technical problems existing in the prior art to at least a certain extent, and to provide a tower crane pile foundation arrangement structure, which has a reasonable structure and is easy to operate. The structural strength of the tower crane pile foundation is effectively guaranteed through the support members and the connection combination; at the same time, the tower crane pile foundation is formed by assembly, and has the advantage of flexible operation; in addition, most of the components of the tower crane pile foundation can be recycled and reused many times, which is conducive to controlling construction costs.

[0007] In order to solve the above technical problems, the utility model provides a tower crane pile foundation arrangement structure, which includes a pile barrel, a first support member is arranged above the pile barrel, the first support members are a pair, they are arranged in parallel and at intervals, and the standard frame of the tower crane is fixed above the first support member; it also includes a second support member, the second support member is arranged above the first support member; a pair of connecting members are arranged between the first support members, and the connecting members are arranged crosswise and at intervals.

[0008] In some embodiments, the first support member is an I-beam, one end of which is connected to the first support member, and the other end of which is connected to another first support member parallel to each other.

[0009] In some embodiments, the connecting member is a plate-like structure, wherein one connecting member is fixed to the upper flange plate of the first support member, and the other connecting member is fixed to the lower flange plate of the first support member.

[0010] In some embodiments, the connecting members are arranged at intervals along the vertical direction and are connected as a whole by a fixing rod.

[0011] In some embodiments, the connecting piece is provided with a fixing hole, and the fixing rod fixes the spaced connecting pieces into one piece via the fixing hole.

[0012] In some embodiments, a buffer is disposed on the outer circumference of the fixing rod, and the buffer abuts between adjacent connecting members.

[0013] In some embodiments, the buffer is a cylindrical structure made of rubber material.

[0014] In some embodiments, the buffer is a spring.

[0015] In some embodiments, the tower crane pile foundation arrangement structure further includes an outer pile barrel, which is disposed below the second support member.

[0016] In some embodiments, the outer pile tube is disposed at an end portion of the second support member and is located on an outer peripheral side of the pile tube.

[0017] Beneficial effects of the utility model:

[0018] The utility model provides a tower crane pile foundation arrangement structure, which has a reasonable structure and is easy to operate. The structural strength of the tower crane pile foundation is effectively guaranteed through the support members and the connection combination. At the same time, the tower crane pile foundation is formed by assembly, which has the advantage of flexible operation. In addition, most of the components of the tower crane pile foundation can be recycled and reused many times, which is beneficial to controlling construction costs. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] The above advantages of the present invention will become clearer and easier to understand through the detailed description made in conjunction with the following drawings, which are only schematic and do not limit the present invention, wherein:

[0020] Figure 1 It is a schematic diagram of a tower crane pile foundation arrangement structure described in the utility model;

[0021] Figure 2 yes Figure 1 Corresponding component disassembly diagram;

[0022] Figure 3 It is a longitudinal sectional view of the tower crane pile foundation arrangement structure of the utility model;

[0023] Figure 4 is a schematic diagram of the first supporting member of the utility model;

[0024] Figure 5 It is a schematic diagram of the connecting member of the utility model;

[0025] Figure 6 It is a schematic diagram of the buffer member of the utility model. DETAILED DESCRIPTION

[0026] Figures 1 to 6 It is a relevant schematic diagram of a tower crane pile foundation arrangement structure described in the present application. The utility model is described in detail below in conjunction with specific embodiments and drawings.

[0027] The embodiments described herein are specific embodiments of the present invention, which are used to illustrate the concept of the present invention, are explanatory and exemplary, and should not be interpreted as limiting the embodiments of the present invention and the scope of the present invention. In addition to the embodiments described herein, those skilled in the art can also adopt other obvious technical solutions based on the claims and the contents disclosed in the specification of this application, including technical solutions that adopt any obvious replacement and modification of the embodiments described herein.

[0028] The drawings of this specification are schematic diagrams, which assist in explaining the concept of the utility model and schematically show the shapes of various parts and their mutual relationships. Please note that in order to clearly show the structure of various components of the embodiments of the utility model, the drawings are not drawn according to the same scale. The same reference numerals are used to represent the same parts.

[0029] A schematic diagram of a tower crane pile foundation arrangement structure described in the utility model is as follows Figure 1 The tower crane pile foundation arrangement structure includes a pile barrel 10, a first support member 20 is arranged above the pile barrel 10, the first support members 20 are a pair, they are arranged in parallel and at intervals, and the standard frame of the tower crane is fixed above the first support members 20; it also includes a second support member 30, the second support member 30 is arranged above the first support member 20; a pair of connecting members 40 are arranged between the first supporting members 20, and the connecting members 40 are arranged crosswise and at intervals.

[0030] Furthermore, the first support member 20 is an I-beam, one end of which is connected to the first support member 20 , and the other end of which is connected to another first support member 20 parallel to each other.

[0031] Figure 4 2 is a schematic diagram of a first support member 20 provided in an embodiment of the present invention, on which mounting holes are provided for mounting a standard frame of a tower crane; at the same time, mounting holes for fixing the connecting member 40 mentioned below are also provided.

[0032] In the present invention, the connecting member 40 is a plate-shaped structure, wherein one connecting member 40 is fixed to the upper flange plate of the first supporting member 20 , and the other connecting member 40 is fixed to the lower flange plate of the first supporting member 20 .

[0033] Specifically, the connecting members 40 are arranged at intervals in the vertical direction and are connected as a whole by the fixing rod 50 .

[0034] The connecting member 40 is provided with a fixing hole 40a. Figure 5 As shown, the fixing rod 50 fixes the spaced connecting members 40 into one piece via the fixing holes 40a. In this embodiment, the fixing holes 40a are elongated holes so as to increase the flexibility of fixing the fixing rod 50.

[0035] The outer peripheral side of the fixing rod 50 is provided with a buffer member 60. Figure 2 and Figure 3 As shown, the buffer member 60 abuts between adjacent connecting members 40 .

[0036] The buffer member 60 is a cylindrical structure. Figure 6 As shown, the buffer 60 is made of rubber material. In some embodiments, the buffer 60 is made of fluororubber to increase the flexibility of the tower crane pile foundation arrangement structure, absorb external vibrations, and ensure structural strength.

[0037] As a variation of this embodiment, the buffer member 60 is a spring to absorb external vibration and ensure structural strength.

[0038] Figure 1 In the embodiment shown, the tower crane pile foundation arrangement structure further includes an outer pile tube 70, which is arranged below the second support member 30. In the present invention, the second support member 30 is similar in structure to the first support member 20 and is also an I-beam. It is understandable that the support member can also be made of other profiles, such as square steel.

[0039] Furthermore, the outer pile tube 70 is disposed at the end of the second support member 30 and is located at the outer peripheral side of the pile tube 10 .

[0040] In the present invention, there are four outer pile tubes 70, which are arranged at the end of the second support member 30; at the same time, there are also four cylinders 10, which are arranged below the first support member 20 to ensure the reliability of the tower crane pile foundation arrangement structure as a whole.

[0041] Compared with the shortcomings and deficiencies of the prior art, the utility model provides a tower crane pile foundation arrangement structure, which has a reasonable structure and is easy to operate. Through the support members and connection combinations, the structural strength of the tower crane pile foundation is effectively guaranteed; at the same time, the tower crane pile foundation is formed by assembly, which has the advantage of flexible operation; in addition, most of the components of the tower crane pile foundation can be recycled multiple times, such as support members, connecting members, fixing rods and buffer members can be recycled multiple times, which is conducive to controlling construction costs.

[0042] The present utility model is not limited to the above-mentioned implementation modes. Anyone can derive other various forms of products under the inspiration of the present utility model. However, no matter what changes are made in the shape or structure, any technical solution that is the same or similar to that of the present application falls within the protection scope of the present utility model.

Claims

1. A tower crane pile foundation arrangement structure, characterized in that: The invention comprises a pile tube (10), wherein a first support member (20) is arranged above the pile tube (10), wherein the first support members (20) are a pair, which are arranged in parallel and at intervals, and a standard frame of a tower crane is fixed above the first support members (20); and further comprises a second support member (30), wherein the second support member (30) is arranged above the first support member (20); and a pair of connecting members (40) are arranged between the first supporting members (20), wherein the connecting members (40) are arranged crosswise and at intervals.

2. The tower crane pile foundation arrangement structure according to claim 1, characterized in that: The first support member (20) is an I-beam, one end of which is connected to the first support member (20), and the other end of which is connected to another first support member (20) which is parallel to each other.

3. The tower crane pile foundation arrangement structure according to claim 2, characterized in that: The connecting member (40) is a plate-shaped structure, wherein one connecting member (40) is fixed to an upper flange plate of the first supporting member (20), and the other connecting member (40) is fixed to a lower flange plate of the first supporting member (20).

4. The tower crane pile foundation arrangement structure according to claim 1, characterized in that: The connecting members (40) are arranged at intervals in the vertical direction and are connected as a whole by a fixing rod (50).

5. The tower crane pile foundation arrangement structure according to claim 4, characterized in that: The connecting piece (40) is provided with a fixing hole (40a), and the fixing rod (50) fixes the connecting pieces (40) arranged at intervals into one piece via the fixing hole (40a).

6. The tower crane pile foundation arrangement structure according to claim 5, characterized in that: A buffer member (60) is disposed on the outer peripheral side of the fixing rod (50), and the buffer member (60) abuts between adjacent connecting members (40).

7. The tower crane pile foundation arrangement structure according to claim 6, characterized in that: The buffer (60) is a cylindrical structure and is made of rubber material.

8. The tower crane pile foundation arrangement structure according to claim 6, characterized in that: The buffer component (60) is a spring.

9. The tower crane pile foundation arrangement structure according to claim 1, characterized in that: It also includes an outer pile cylinder (70) which is arranged below the second support member (30).

10. The tower crane pile foundation arrangement structure according to claim 9, characterized in that: The outer pile tube (70) is arranged at the end of the second support member (30) and is located on the outer peripheral side of the pile tube (10).

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