Lever type pool anti-floating structure

Abstract

The utility model discloses a lever type pool anti-floating structure. The structure comprises levers, V-shaped piles and counterweights, the levers are arranged on the periphery of an opening of the side wall of the pool, the two ends of each lever are located on the inner side and the outer side of the side wall of the pool respectively, and the length ratio of the levers on the inner side and the outer side is 1: a (egt; the outer side end of the lever is fixedly connected with the ground through a V-shaped pile, and meanwhile a balance weight is arranged to improve the anti-floating effect. Bricks can be adopted as the balance weight, large pressure is generated through small balance weight under the lever effect, and therefore upward buoyancy generated by the buoyancy effect of the water pool is effectively counteracted. The structure can remarkably reduce the material and construction cost in a traditional anti-floating method, is flexible in design and is suitable for pools of different types and scales. By using the steel beam and the bearing platform, the counter weight can be safely and stably arranged, and local fracture is avoided. The utility model provides an anti-floating scheme which is low in cost, simple and convenient to construct and high in adaptability, and has wide application prospects.

Description

TECHNICAL FIELD

[0001] The utility model relates to a lever type pool anti -floating structure belongs to pool anti -floating technical field. BACKGROUND

[0002] When building a pool in an underground or high water level area, the pool structure faces significant buoyancy pressure in the initial stage before it is put into operation and the interior is not yet filled with water. If this buoyancy pressure is not effectively controlled and managed, it may cause the pool structure to float up, even causing structural damage, thereby causing serious safety hazards. Therefore, anti-floating technology is a key technical means to ensure the stability of the pool structure during construction and operation.

[0003] Currently, to solve the problem of pool anti-floating, two traditional methods, counterweight method and anchor rod fixing method, are mainly used to achieve the anti-floating effect. The counterweight method adds extra weight to the pool structure to offset the buoyancy exerted by the water. The principle of this method is relatively simple and easy to implement, so it has been widely used in actual engineering. However, the counterweight method has the problem of high cost. In order to achieve sufficient anti-floating effect, a large amount of materials such as concrete, steel, etc. are usually needed, which not only increases the construction cost of the project, but also may adversely affect the construction period and transportation. In addition, the counterweight method has high requirements for the design and construction of the pool structure, and precise calculation and reasonable counterweight arrangement are required to avoid instability of the structure due to uneven counterweight or improper design.

[0004] Another commonly used anti-floating method is the anchor rod fixing method. This method fixes the pool firmly to the ground by driving anchor rods between the pool structure and the foundation, thereby preventing it from floating up due to buoyancy. The anchor rod fixing method has strong tensile capacity and stability, which can ensure the safety of the pool structure to a large extent. However, the anchor rod fixing method also faces the problem of high cost. The construction of anchor rods requires professional equipment and technology, and the construction process is complex and time-consuming, especially in areas with complex geological conditions or high underground water level, the construction difficulty and cost are further increased. In addition, the long-term durability and maintenance of anchor rods are also important factors to consider. If the anchor rod material is not properly selected or the construction quality is not high, it may affect its anti-floating effect, and even cause structural safety problems.

[0005] In addition to the above cost and construction difficulty problems, the existing counterweight method and anchor rod fixing method also have other many deficiencies in practical application. First, these methods need detailed planning and design at the initial stage of pool construction, and cannot be supplemented or adjusted after the pool is built. This means that once the pool construction is completed, if additional anti-floating measures are needed, there will be greater technical and economic challenges. Second, once the counterweight and anchor rod materials are installed, they are usually not reusable, leading to waste of resources and increased environmental burden. In addition, these methods usually require construction in the foundation pit, which is complex and technically demanding, increasing the difficulty and risk of the project. Finally, if errors occur in the early design stage, it is difficult to effectively remedy them later, which may result in the failure of the anti-floating measures and threaten the safety of the entire pool structure.

[0006] In summary, although the existing pool anti-floating methods can effectively prevent the pool from floating to some extent, their high cost, complex construction, non-reusable materials, need for early planning, and difficulty in remedying design errors limit their widespread application and promotion. In view of this, there is an urgent need to develop a new type of pool anti-floating method that is lower in cost, simpler in construction, and more adaptable. This new method should be able to ensure anti-floating effect while reducing material and construction costs, improving construction efficiency, and having good flexibility, suitable for different types and sizes of pool structures. In addition, the new method should also consider the reusability and environmental friendliness of materials to ensure its sustainability and economy in practical application. Therefore, in view of the shortcomings of existing anti-floating technology, it is of great practical significance and broad application prospect to research and develop an innovative, economical and efficient pool anti-floating method that is easy to implement. SUMMARY

[0007] The technical problem to be solved by the utility model is to provide a lever type pool anti-floating structure to overcome the shortcomings of the prior art.

[0008] The technical scheme of the utility model is as follows: a lever type pool anti-floating structure, comprising: a lever, a V-shaped pile and a counterweight.

[0009] The lever is arranged on the upper surface of the side wall around the opening of the pool, and the two ends of the lever are located on the two sides of the pool side wall respectively. The length ratio of the lever on the inner side of the pool side wall to the outer side of the pool side wall is 1:a, and a is a number greater than 1.

[0010] The end of the lever on the outer side of the pool side wall is fixedly connected with the ground through the V-shaped pile.

[0011] The end of the lever on the outer side of the pool side wall is provided with a counterweight.

[0012] Further, the counterweight is a brick.

[0013] Further, the lever is a steel beam.

[0014] Further, it also comprises a bearing platform, which is fixedly connected to one end of the lever inside the pool side wall, and the counterweight is placed on the bearing platform.

[0015] The utility model has the advantages that compared with the prior art,

[0016] 1) The utility model discloses a lever and counterweight combination design, without increasing the pool weight, without anchor rod, and the lever and counterweight can be reused, which greatly reduces the pool anti-floating cost.

[0017] 2) The lever structure installation process is relatively simple, without complex construction equipment and technology, and the construction period is shortened.

[0018] 3) The structure design has high flexibility, and is suitable for different types and scales of pool structures.

[0019] 4) The utility model has good flexibility, and if anti-floating measures are needed after the pool is built, V-shaped piles are needed outside the pool, and levers and counterweights are needed.

[0020] 5) The lever and counterweight material can be reused, which not only reduces the material cost, but also reduces resource waste and environmental burden. BRIEF DESCRIPTION OF DRAWINGS

[0021] Figure 1 The utility model embodiments 1 and 2 are schematic diagrams.

[0022] Figure 2 The utility model embodiment 1 is a top view.

[0023] Figure 3 The utility model embodiment 2 is a top view. DETAILED DESCRIPTION

[0024] Embodiment 1:

[0025] As Figure 1 and 2As shown, the pool 1 in this embodiment is circular in structure, with a diameter of R meters and a depth of H meters. The pool 1 is provided with a side wall around the opening, and the outer surface of the side wall is uniformly provided with levers 2. Each lever 2 is 3 meters long, of which the length inside the side wall of the pool 1 is 1 meter and the length outside the side wall is 2 meters, with a ratio of 1:2, i.e. a = 2.

[0026] The levers 2 are made of steel beams made of Q235 steel, which have good strength and toughness and can effectively withstand the stress generated under the action of buoyancy. The outer end of each lever 2 is fixedly connected to the ground by a pre-buried V-shaped pile 3. The V-shaped pile 3 has a diameter of 0.3 meters and a length of 2.5 meters, and is constructed by pre-drilling and pouring concrete to ensure firm combination with the foundation.

[0027] A counterweight 5 is arranged at the outer end of each lever 2, and the counterweight 5 is made of standard bricks stacked together. Each counterweight 5 is composed of 500 bricks, each brick weighing 2.5 kilograms, and the total weight is about 1250 kilograms. The counterweight 5 is placed on a bearing platform 4 at the outer end of the lever 2, and the bearing platform 4 is made of reinforced concrete or steel plate, with a size of 2 meters x 1 meter, for dispersing the weight of the counterweight 5 and preventing local fracture.

[0028] During construction, first, the foundation pit excavation and side wall structure of the pool 1 are constructed. The steel beams 2 are installed on the upper surface of the side wall. Then the V-shaped piles 3 are pre-buried at the outer end of the side wall and connected with the steel beams 2. The counterweights 5 are stacked on the bearing platform 4 according to the design requirements, and through the lever action, a smaller counterweight can generate a larger pressure on the side wall of the pool 1, playing an anti-floating role.

[0029] Embodiment 2

[0030] Reference Figure 1 and Figure 3 This embodiment adopts a rectangular pool structure, with a length of A meters, a width of B meters, and a depth of H meters. Levers 2 are installed on the side walls of the pool 1, and each lever 2 has an inner length of 1.5 meters and an outer length of 3 meters, with a ratio of 1:2, i.e. a = 2. The levers 2 are made of high-strength H-shaped steel beams, which have higher carrying capacity to adapt to larger pool sizes.

[0031] The outer end of each lever 2 is fixed to the ground by a V-shaped pile 3, and the V-shaped pile 3 has a diameter of C meters and a length of L meters, which is designed as a deep foundation to adapt to higher water levels and complex geological conditions. The counterweight 5 is made of prefabricated bricks. The counterweight 5 is placed on a steel bearing platform 4, and the bearing platform 4 has a size of D meters x E meters and is made of high-strength concrete or steel plate to ensure the stability and safety of the counterweight.

[0032] During the construction process, the pool foundation pit is excavated and the side wall structure is constructed first. Then the steel beam 2 is installed and the V-shaped pile 3 is fixed. The counterweight 5 is placed on the bearing platform 4, and through the lever action, a small counterweight can generate a large pressure on the side wall of the pool 1, thereby achieving the anti-floating effect.

[0033] After the pool 1 is built, if additional anti-floating measures are needed, the counterweight 5 can be removed or added to flexibly adjust the anti-floating capacity. Since the counterweight 5 is made of bricks, the size of the counterweight can be flexibly changed. The lever and the counterweight can be removed for use in other places after the pool is filled with water and no anti-floating requirement is needed, thereby reducing the material cost.

[0034] Through practical application, the lever-type pool anti-floating structure in the embodiment not only effectively prevents the pool 1 from floating, but also significantly reduces the construction and maintenance cost of the anti-floating structure through the material reuse and modular design, thereby showing the advantages of the utility model in economy and environmental protection.

[0035] Summary: Through the above embodiments, it can be seen that the lever-type pool anti-floating structure of the utility model has good adaptability and high-efficiency anti-floating effect in the construction of different types and scales of pools. The combination of the lever and the counterweight not only simplifies the construction process, but also reduces the material and construction cost, while having good flexibility and sustainability, thereby fully embodying the innovation and practical value of the utility model in the field of pool anti-floating technology.

[0036] The unexplained parts of the utility model are the known technology of the technical personnel in the technical field. Finally, it is pointed out that the above embodiments are only used to illustrate the technical solutions of the utility model and not to limit. Although the utility model has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the utility model can be modified or replaced equivalently without departing from the purpose and scope of the utility model technical solutions, and they should be covered in the scope of the claims of the utility model.

Claims

1. A lever-type pool anti-floating structure, characterized by, The utility model relates to a water pool support structure, including: A lever (2), a V-shaped stake (3) and a counterweight (5); The lever (2) is arranged on the upper surface of the side wall around the opening of the water pool (1), and the two ends of the lever (2) are respectively located on the two sides of the side wall of the water pool (1); the length ratio of the lever (2) on the inner side of the side wall of the water pool (1) to the outer side of the side wall is 1:a, and a is a number greater than 1; The end of the lever (2) on the outer side of the side wall of the water pool (1) is fixedly connected with the ground through the V-shaped stake (3); The end of the lever (2) on the outer side of the side wall of the water pool (1) is provided with the counterweight (5).

2. The lever-type pool anti-floating structure according to claim 1, characterized in that, The counterweight (5) is a brick.

3. The lever-type pool anti-floating structure according to claim 1, characterized in that, The lever (2) is a steel beam.

4. The lever-type pool anti-floating structure according to claim 1, characterized in that, Further including a bearing platform (4), the bearing platform (4) is fixedly connected with one end of the lever (2) on the inner side of the side wall of the water pool (1), and the counterweight (5) is placed on the bearing platform (4).

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