Tower crane foundation drainage structure

Abstract

The utility model discloses a tower crane foundation drainage structure which comprises a foundation, a tower body is fixed in the middle of the top end of the foundation, two sets of buffer pools are symmetrically arranged on the two sides in the foundation, a grate is fixed above the buffer pools, an equipment room is arranged on one sides of the buffer pools, an ultrasonic generator is fixed in the equipment room, and a water outlet is formed in the other side of the equipment room. A shock excitation plate is fixed at the bottom end in the buffer pool, a plurality of groups of shock excitation rods are mounted at the upper end of the shock excitation plate in an array manner, and a drainage pipe is reserved on one side wall of the buffer pool. The automatic dredging device has the advantages that by arranging the ultrasonic generator, the shock excitation plate and the shock excitation rod, in the using process, the ultrasonic generator can be controlled to work in rainy days to enable the shock excitation plate and the shock excitation rod to generate high-frequency vibration, then sludge attached to the shock excitation plate is vibrated to be scattered and discharged along with rainwater, automatic dredging can be achieved, and the working efficiency is improved. And the drainage effect is ensured.

Description

Technical Field

[0001] The utility model relates to the technical field of drainage structures, in particular to a tower crane foundation drainage structure. Background Art

[0002] A tower crane, also known as a tower crane, is a rotating crane with a boom mounted on a tall tower. Originating in Western Europe, it is classified into two types, horizontal and strut, depending on the boom configuration. They feature a large operating area and are primarily used for vertical and horizontal material transport and component installation in building construction. They consist of three main components: a metal structure, a working mechanism, and an electrical system.

[0003] The existing tower crane foundation drainage structure is to set up a buffer tank around the tower crane during use, and collect and discharge sewage through the buffer tank. During the drainage process, a large amount of sludge will accumulate at the bottom of the buffer tank. At this time, in order to ensure smooth drainage, manual dredging is required. However, manual dredging not only has low dredging efficiency, but also wastes manpower and material resources, resulting in poor use effect of the drainage structure. Therefore, a tower crane foundation drainage structure is urgently needed to solve the above problems. Summary of the Invention

[0004] (1) Technical issues to be resolved

[0005] The technical problem to be solved by the utility model is aimed at the current status of the existing technology, and now provides a tower crane foundation drainage structure which can automatically perform silt removal, has high silt removal efficiency and good drainage effect.

[0006] (2) Technical solution

[0007] The present invention is realized through the following technical solution: the present invention proposes a tower crane foundation drainage structure, comprising a foundation, a tower body is fixed at the middle of the top of the foundation, two groups of buffer tanks are symmetrically arranged on both sides of the foundation, a grate is fixed above the buffer tank, an equipment room is provided on one side of the buffer tank, an ultrasonic generator is fixed in the equipment room, an excitation plate is fixed at the bottom end of the buffer tank, a plurality of excitation rods are installed in an array at the upper end of the excitation plate, a drainage pipe is reserved on one side wall of the buffer tank, a one-way valve is installed on the drainage pipe, and one end of the drainage pipe is connected to a T-shaped manifold.

[0008] Furthermore, the tower body is fixed to the foundation by bolts, and both ends of the foundation are inclined structures.

[0009] By adopting the above technical solution, on rainy days, rainwater can flow into the buffer tank through the slope.

[0010] Furthermore, the buffer pool is formed in the foundation, the grate is fixed to the top of the buffer pool by screws and welded to the lifting seat, the collar is rotatably connected to the connecting shaft, and the connecting rod is welded to the collar.

[0011] By adopting the above technical solution, the grate filters impurities in rainwater.

[0012] Furthermore, the equipment room is formed in the foundation, the ultrasonic generator is fixed in the equipment room by bolts, the excitation plate is fixed in the buffer pool, and the ultrasonic generator is electrically connected to the excitation plate.

[0013] By adopting the above technical solution, the ultrasonic generator can be controlled to operate on rainy days to make the excitation plate and the excitation plate generate high-frequency vibrations, thereby shaking off the silt attached to the excitation plate and discharging it along with the rainwater, thereby realizing automatic silt removal and ensuring its drainage effect.

[0014] Furthermore, a filter is installed at one end of the drainage pipe by screws, and the drainage pipe passes through the foundation.

[0015] By adopting the above technical solution, the filter can further filter impurities in the water.

[0016] Furthermore, the one-way valve is fixed to the drain pipe by bolts.

[0017] By adopting the above technical solution, the one-way valve can prevent rainwater from flowing back into the buffer tank.

[0018] Furthermore, the drainage pipe is connected to the manifold via a flange.

[0019] By adopting the above technical solution, the rainwater is finally discharged through the conduit.

[0020] (3) Beneficial effects

[0021] Compared with the prior art, the present invention has the following beneficial effects:

[0022] In order to solve the problem that the existing tower crane foundation drainage structure is used by setting a buffer tank around the tower crane, and collecting and discharging sewage through the buffer tank, a large amount of sludge will accumulate at the bottom of the buffer tank during the drainage process. At this time, in order to ensure smooth drainage, manual dredging is required. However, manual dredging not only has low dredging efficiency, but also wastes manpower and material resources, resulting in poor use effect of the drainage structure. The utility model is provided with an ultrasonic generator, an excitation plate and an excitation rod. During use, on rainy days, the ultrasonic generator can be controlled to make the excitation plate and the excitation plate generate high-frequency vibrations, thereby shaking off the silt attached to the excitation plate and discharging it with rainwater, thereby realizing automatic dredging and ensuring its drainage effect. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 This is a structural diagram of a tower crane foundation drainage structure described in the utility model;

[0024] Figure 2 It is a main cross-sectional view of the foundation in a tower crane foundation drainage structure described in the utility model.

[0025] The following are the descriptions of the reference numerals:

[0026] 1. Foundation; 2. Tower body; 3. Grate; 4. Drain pipe; 5. Manifold; 6. One-way valve; 7. Buffer tank; 8. Filter; 9. Equipment room; 10. Ultrasonic generator; 11. Vibration plate; 12. Vibration rod. DETAILED DESCRIPTION

[0027] In order to make the purpose, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not intended to limit the present invention.

[0028] like Figure 1-Figure 2As shown, a tower crane foundation drainage structure in this embodiment includes a foundation 1, a tower body 2 is fixed to the middle of the top of the foundation 1, two groups of buffer tanks 7 are symmetrically arranged on both sides of the foundation 1, and a grate 3 is fixed above the buffer tank 7. The grate 3 filters impurities in rainwater. On rainy days, rainwater can flow into the buffer tank 7 through the slope. An equipment room 9 is set on one side of the buffer tank 7. An ultrasonic generator 10 is fixed in the equipment room 9. An excitation plate 11 is fixed to the bottom end of the buffer tank 7. The upper end of the excitation plate 11 is arrayed. A plurality of sets of excitation rods 12 are installed, which can control the operation of the ultrasonic generator 10 on rainy days to make the excitation plate 11 and the excitation plate 11 generate high-frequency vibrations, thereby shaking off the silt attached to the excitation plate 11 and discharging it along with the rainwater, thereby realizing automatic silt removal. A drainage pipe 4 is reserved on one side wall of the buffer tank 7, and a one-way valve 6 is installed on the drainage pipe 4. The one-way valve 6 can prevent rainwater from flowing back into the buffer tank 7. One end of the drainage pipe 4 is connected to a T-shaped conduit 5, and finally the rainwater is discharged through the conduit 5.

[0029] like Figure 1-Figure 2 As shown, in this embodiment, the tower body 2 is fixed to the foundation 1 by bolts, the two ends of the foundation 1 are inclined structures, the buffer tank 7 is formed in the foundation 1, the grate 3 is fixed to the lifting seat at the top of the buffer tank 7 by screws and welded, the collar is rotatably connected to the connecting shaft, the connecting rod is welded to the collar, the equipment room 9 is formed in the foundation 1, the ultrasonic generator 10 is fixed in the equipment room 9 by bolts, the excitation plate 11 is fixed in the buffer tank 7, and the ultrasonic generator 10 is electrically connected to the excitation plate 11.

[0030] like Figure 1-Figure 2 As shown, in this embodiment, a filter screen 8 is installed at one end of the drain pipe 4 by screws, the drain pipe 4 passes through the foundation 1, the one-way valve 6 is fixed to the drain pipe 4 by bolts, and the drain pipe 4 is connected to the manifold 5 by a flange.

[0031] The specific implementation process of this embodiment is as follows: when laying the foundation 1, the ultrasonic generator 10 is connected to an external power supply. During the drainage process, rainwater flows into the buffer tank 7 through the slope and is discharged through the drain pipe 4 and the manifold 5. The grate 3 filters the large impurities in the water, and the filter screen 8 further filters the small impurities in the rainwater. The one-way valve 6 can prevent rainwater from flowing back. On rainy days, the ultrasonic generator 10 can be controlled to work so that the excitation plate 11 and the excitation plate 11 generate high-frequency vibrations, thereby shaking off the silt attached to the excitation plate 11 and discharging it with the rainwater, thereby achieving automatic silt removal and ensuring its drainage effect.

[0032] The above description of the disclosed embodiments will enable one skilled in the art to implement or use the present invention. Various modifications to these embodiments will be readily apparent to one skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present invention. Therefore, the present invention is not limited to the embodiments shown herein but is intended to conform to the widest scope consistent with the principles and novel features disclosed herein.

Claims

1. A tower crane foundation drainage structure, characterized by: The invention comprises a foundation (1), wherein a tower body (2) is fixed at the middle of the top of the foundation (1), two groups of buffer pools (7) are symmetrically arranged on both sides of the foundation (1), a grate (3) is fixed above the buffer pool (7), an equipment room (9) is arranged on one side of the buffer pool (7), an ultrasonic generator (10) is fixed in the equipment room (9), an excitation plate (11) is fixed at the bottom end of the buffer pool (7), and a plurality of groups of excitation rods (12) are arrayed on the upper end of the excitation plate (11), a drainage pipe (4) is reserved on one side wall of the buffer pool (7), a one-way valve (6) is installed on the drainage pipe (4), and one end of the drainage pipe (4) is connected to a T-shaped conduit (5).

2. A tower crane foundation drainage structure according to claim 1, characterized in that: The tower body (2) is fixed to the foundation (1) by bolts, and both ends of the foundation (1) are inclined structures.

3. The tower crane foundation drainage structure according to claim 1, characterized in that: The buffer pool (7) is formed in the foundation (1), and the grate (3) is fixed to the top of the buffer pool (7) by screws.

4. The tower crane foundation drainage structure according to claim 1, characterized in that: The equipment room (9) is formed in the foundation (1), the ultrasonic generator (10) is fixed in the equipment room (9) by bolts, the excitation plate (11) is fixed in the buffer pool (7), and the ultrasonic generator (10) is electrically connected to the excitation plate (11).

5. The tower crane foundation drainage structure according to claim 4, characterized in that: A filter screen (8) is mounted on one end of the drainage pipe (4) via screws, and the drainage pipe (4) passes through the foundation (1).

6. The tower crane foundation drainage structure according to claim 5, characterized in that: The one-way valve (6) is fixed to the drain pipe (4) by means of bolts.

7. The tower crane foundation drainage structure according to claim 6, characterized in that: The drainage pipe (4) is connected to the manifold (5) via a flange.

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