CN219427831U - Integration chassis adapting to water level fluctuation - Google Patents

Abstract

The utility model relates to the technical field of artificial aeolian bells loading platforms, in particular to an integrated chassis suitable for water level fluctuation, which comprises a concrete counterweight pile arranged in a water body and a stainless steel base arranged above the concrete counterweight pile through a fixed pile. According to the integrated chassis suitable for water level fluctuation, the fixed piles are adopted to install the concrete counterweight piles at the lower end of the stainless steel base, so that the stability of the stainless steel chassis in a water body can be ensured; the limit between the stainless steel chassis and the concrete counterweight pile can be ensured by utilizing the inner adjusting disc, and meanwhile, the electric control telescopic connecting pile is automatically controlled by utilizing the pressure sensing control switch on the upper surface of the inner adjusting disc, so that the fit between the stainless steel chassis and the water body surface can be ensured, and the display effect and the operation mode are greatly improved; the multi-section telescopic structure design is adopted, so that the transverse stability of the whole stainless steel chassis can be improved while lifting can be guaranteed.

Description

Integration chassis adapting to water level fluctuation

Technical Field

The utility model relates to the technical field of artificial aeolian bells loading platforms, in particular to an integrated chassis suitable for water level fluctuation.

Background

The photosynthetic aeolian bells is an artistic device which is created by using aeolian bells as a prototype and combining acousto-optic technology. The photosynthetic aeolian bells are integrally shaped, float and float on the water surface, so as to create an solitary dream on the water.

At present, the equipment for floating the photosynthetic aeolian bells on the water surface mainly comprises a metal platform, the metal platform is required to be connected with the water bottom in order to improve the stability and the safety of the aeolian bells in the floating process, but the fluctuation of the water body can occur, the height change of the water level can directly influence the display effect of the whole artistic device, and the artificial adjustment is very troublesome and unrealistic because the device is mainly installed in the water, and the stability of the device can be directly influenced by adopting a flexible adjustable design.

Disclosure of Invention

The utility model aims to solve the technical problems that: in order to solve the problems in the prior art, an improved integration chassis adapting to water level fluctuation is provided, and the problems that the conventional metal platform cannot automatically adjust the height according to the water level, so that the adhesion with the water surface is poor and the stability is insufficient are solved.

The technical scheme adopted for solving the technical problems is as follows: the utility model provides an adaptation water level fluctuation is to integrating chassis, includes the concrete counter weight stake of installing inside the water and installs the stainless steel base in concrete counter weight stake top through the spud pile, stainless steel base upper surface install stainless steel wind bell leaf through the stainless steel branch, stainless steel base lower surface is located the spud pile link and is fixed with the side direction buoyancy tank bucket, the bottom adjustment chamber has been seted up to concrete counter weight stake inside, the spud pile is automatically controlled telescopic connecting pile, the spud pile lower extreme is located the inside axial of bottom adjustment chamber and installs inside regulating disk, inside regulating disk upper surface fixed assembly is equipped with the pressure sensing control switch that is used for controlling automatically controlled telescopic connecting pile is flexible.

The lower surface of the stainless steel base is fixedly provided with a buoyancy tank keel structure.

The periphery of the stainless steel base is sleeved with a peripheral closing cover in a sliding manner, and the peripheral closing cover is used for improving the fit between the edge position and the water surface.

The fixed pile comprises a mounting frame fixed on the periphery of the lateral buoyancy tank, a fixed assembly barrel fixed at the lower end of the mounting frame, a telescopic assembly barrel sleeved on the outer side of the fixed assembly barrel, a built-in winch fixed inside the stainless steel base and a winch rope used for connecting the built-in winch and an internal adjusting disc.

The stainless steel base lower surface is located the inside face bolt fastening of peripheral closure cap and has inside guide frame, the inside slider is inserted inside guide frame and inside guide frame sliding assembly to the peripheral closure cap.

And a plurality of anti-slip water guide tables are arranged on the lower surface of the concrete counterweight pile.

The beneficial effects of the utility model are as follows:

(1) According to the integrated chassis suitable for water level fluctuation, the fixed piles are adopted to install the concrete counterweight piles at the lower end of the stainless steel base, so that the stability of the stainless steel chassis in a water body can be ensured;

(2) The limit between the stainless steel chassis and the concrete counterweight pile can be ensured by utilizing the inner adjusting disc, and meanwhile, the electric control telescopic connecting pile is automatically controlled by utilizing the pressure sensing control switch on the upper surface of the inner adjusting disc, so that the fit between the stainless steel chassis and the water body surface can be ensured, and the display effect and the operation mode are greatly improved;

(3) The multi-section telescopic structure design is adopted, so that the transverse stability of the whole stainless steel chassis can be improved while lifting can be guaranteed.

Drawings

The utility model will be further described with reference to the drawings and examples.

Fig. 1 is a schematic structural view of the present utility model.

Fig. 2 is a schematic view of the structure of the fixing pile according to the present utility model in an assembled state.

Detailed Description

The utility model will now be described in further detail with reference to the accompanying drawings. The drawings are simplified schematic representations which merely illustrate the basic structure of the utility model and therefore show only the structures which are relevant to the utility model.

In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "connected," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.

The integration chassis is suitable for water level fluctuation and is shown in fig. 1 and 2, the integration chassis comprises a concrete counterweight pile 1 arranged in a water body and a stainless steel base 2 arranged above the concrete counterweight pile 1 through a fixing pile, stainless steel bell leaves 4 are arranged on the upper surface of the stainless steel base 2 through stainless steel branches 3, a lateral buoyancy tank 5 is fixed at the connecting end of the fixing pile, a bottom adjusting cavity is formed in the concrete counterweight pile 1, the fixing pile is an electric control telescopic connecting pile, an inner adjusting disc 6 is axially arranged at the lower end of the fixing pile in the bottom adjusting cavity, and a pressure sensing control switch 7 for controlling the electric control telescopic connecting pile to stretch is fixedly arranged on the upper surface of the inner adjusting disc 6.

In order to improve the overall rigidity of the stainless steel base 2, the lower surface of the stainless steel base 2 is fixedly provided with a buoyancy tank keel structure 8.

In order to promote the laminating nature of periphery and surface of water, stainless steel base 2 peripheral sliding sleeve has been used for promoting peripheral closure 9 of marginal position and surface of water laminating nature.

For cooperation control of telescoping, thereby ensuring tightness, the fixing pile comprises a mounting frame 10 fixed at the periphery of the lateral buoyancy tank 5, a fixed assembly cylinder 11 fixed at the lower end of the mounting frame 10, a telescoping assembly cylinder 12 sleeved outside the fixed assembly cylinder 11, a built-in winch 13 fixed inside the stainless steel base 2 and a winch rope 14 for connecting the built-in winch 13 with the internal adjusting disk 6.

The built-in winch 13 is a prior art for controlling the winding and unwinding of the rope 14.

In order to improve the lifting stability of the peripheral closure cap 9, an inner guide frame 15 is fixed on the lower surface of the stainless steel base 2 on the inner side surface of the peripheral closure cap 9 through bolts, and the peripheral closure cap 9 is inserted into the inner guide frame 15 through an inner slide block to be assembled with the inner guide frame 15 in a sliding way.

In order to improve the skid resistance and the stability of the bottom contact surface, 4 skid-proof water guide tables 16 are arranged on the lower surface of the concrete balance weight pile 1.

According to the integrated chassis suitable for water level fluctuation, the fixed piles are adopted to install the concrete counterweight piles 1 at the lower end of the stainless steel base 2, so that the stability of the stainless steel base 2 in a water body can be ensured; the limit between the stainless steel chassis 2 and the concrete counterweight pile 1 can be ensured by utilizing the inner adjusting disk 6, meanwhile, the electric control telescopic connecting pile is automatically controlled by utilizing the pressure sensing control switch 7 on the upper surface of the inner adjusting disk 6, so that the fit between the stainless steel chassis 2 and the water body surface can be ensured, and the display effect and the operation mode are greatly improved; the multi-section telescopic structure design is adopted, so that the transverse stability of the whole stainless steel chassis 2 can be improved while lifting can be ensured.

With the above-described preferred embodiments according to the present utility model as an illustration, the above-described descriptions can be used by persons skilled in the relevant art to make various changes and modifications without departing from the scope of the technical idea of the present utility model. The technical scope of the present utility model is not limited to the description, but must be determined according to the scope of claims.

Claims (6)

1. The utility model provides an adaptation water level fluctuation is to integrating chassis, includes and installs at the inside concrete counter weight stake (1) of water and installs stainless steel base (2) in concrete counter weight stake (1) top, characterized by through the fixed pile: stainless steel base (2) upper surface install stainless steel wind bell leaf (4) through stainless steel branch (3), stainless steel base (2) lower surface is located the fixed pile link and is fixed with side direction buoyancy tank barrel (5), the inside end that has seted up of concrete counter weight stake (1) is put and is adjusted the cavity, the fixed pile is automatically controlled telescopic connecting pile, the fixed pile lower extreme is located the inside axial of end and installs inside regulating disk (6) that adjusts the cavity, inside regulating disk (6) upper surface fixed assembly is equipped with pressure sensing control switch (7) that are used for controlling automatically controlled telescopic connecting pile.

2. The integrated chassis of claim 1, wherein the integrated chassis is adapted to accommodate water level fluctuations, and further comprising: the lower surface of the stainless steel base (2) is fixedly provided with a buoyancy tank keel structure (8).

3. The integrated chassis of claim 1, wherein the integrated chassis is adapted to accommodate water level fluctuations, and further comprising: the periphery of the stainless steel base (2) is sleeved with a peripheral closing cover (9) for improving the fit between the edge position and the water surface in a sliding manner.

4. The integrated chassis of claim 1, wherein the integrated chassis is adapted to accommodate water level fluctuations, and further comprising: the fixed pile comprises a mounting frame (10) fixed on the periphery of the lateral buoyancy tank (5), a fixed assembly cylinder (11) fixed at the lower end of the mounting frame (10), a telescopic assembly cylinder (12) movably inserted into an opening at the lower end of the fixed assembly cylinder (11), a built-in winch (13) fixed in the stainless steel base (2) and a winch rope (14) used for connecting the built-in winch (13) and the internal adjusting disc (6).

5. A water level fluctuation adaptive integrated chassis according to claim 3, wherein: the stainless steel base (2) lower surface is located the inside face bolt fastening of peripheral closure cap (9) and has inside guide frame (15), peripheral closure cap (9) insert inside guide frame (15) and inside guide frame (15) sliding assembly through inboard slider.

6. The integrated chassis of claim 1, wherein the integrated chassis is adapted to accommodate water level fluctuations, and further comprising: a plurality of anti-slip water guide tables (16) are arranged on the lower surface of the concrete counterweight pile (1).