A new large prefabricated water storage tank

Abstract

The utility model relates to the technical field of steel plate storehouse discloses a novel large -scale assembly type water storage pool, including wallboard, the wallboard outside screw thread connection has a plurality of even distribution's bolt, the wallboard outside screw thread connection has vertical reinforcing rib, the wallboard outside screw thread connection has annular reinforcing rib, annular reinforcing rib screw thread connection is in vertical reinforcing rib outside, the bolt screw thread connection is in vertical reinforcing rib inside, the bolt screw thread connection is in the annular reinforcing rib inside, the wallboard top outside fixed connection has ring beam, the bolt screw thread connection is in the ring beam inside, the ring beam fixed connection is in vertical reinforcing rib top. In the utility model, through assembly type structure, each component is assembled through bolt detachable connection mode, is convenient and short -term in construction, solves the problem of long construction period of traditional concrete water storage pool, simultaneously makes water storage pool to be able to flexible migration and reuse.

Description

Technical Field

[0001] This utility model relates to the field of steel silo technology, and in particular to a novel large-scale prefabricated water storage tank. Background Technology

[0002] With the increasing frequency of severe weather, the required volume of steel silos for water storage is getting larger and larger. Traditional small steel silos and concrete water storage tanks are becoming increasingly unable to meet the needs of industrial development. There is an urgent need to develop a new type of large steel silo water storage tank with a storage capacity of at least several thousand tons to meet the water demand of water-scarce areas.

[0003] Currently, most large water storage tanks are constructed using concrete, which has disadvantages such as long construction period, high risk of leakage, difficult maintenance, large footprint, strict requirements for foundation, poor flexibility, and easy secondary pollution of water quality. Utility Model Content

[0004] To overcome the above shortcomings, this utility model provides a new type of large-scale prefabricated water storage tank, which aims to improve the problems of long construction period, poor flexibility and inability to adjust and relocate in the existing technology.

[0005] To achieve the above objectives, the present invention adopts the following technical solution: A novel large-scale prefabricated water storage tank includes a wall panel. Multiple evenly distributed bolts are threaded onto the outer side of the wall panel. Vertical reinforcing ribs are also threaded onto the outer side of the wall panel. Circumferential reinforcing ribs are threaded onto the outer side of the wall panel, with the circumferential reinforcing ribs threaded onto the outer side of the vertical reinforcing ribs. Bolts are threaded onto the inner side of the vertical reinforcing ribs. A ring beam is fixedly connected to the outer top of the wall panel, with bolts threaded onto the inner side of the ring beam. The ring beam is fixedly connected to the top of the vertical reinforcing ribs. As a further description of the above technical solution: The top outer side of the ring beam is threaded with multiple evenly distributed cables, the top of the cables is threaded with a central column connecting plate, and the bottom of the central column connecting plate is fixedly connected with a central column. As a further description of the above technical solution: The inner side of the wall panel is provided with an inner liner, and the inner side of the wall panel is provided with sealant; As a further description of the above technical solution: A top cover membrane is fixedly connected to the top of the outer side of the cable; As a further description of the above technical solution: The central pillar is located at the center; As a further description of the above technical solution: The wall panel is corrugated.

[0006] This utility model has the following beneficial effects: 1. In this utility model, the prefabricated structure allows each component to be assembled by detachable connection methods such as bolts, which makes construction convenient and quick, solving the problem of long construction cycle of traditional concrete water storage tanks. At the same time, it enables the water storage tank to be flexibly moved and reused, overcoming the shortcomings of traditional water storage tanks that are inflexible, cannot be adjusted or moved, and is especially suitable for emergency water supply and temporary water storage scenarios.

[0007] 2. In this utility model, the corrugated design of the wall panel, combined with vertical and circumferential reinforcing ribs, effectively enhances the overall structural bearing capacity, which can meet the water storage needs of several thousand tons. The inner liner and sealant set on the inner side of the wall panel can effectively prevent leakage, reduce maintenance difficulty, and avoid secondary water pollution. It improves the problems of high leakage risk, difficult maintenance and easy water pollution of traditional concrete water storage tanks. Attached Figure Description

[0008] Figure 1 This is a front view of a novel large-scale prefabricated water storage tank proposed in this utility model. Figure 2 This is a top view of a novel large-scale prefabricated water storage tank proposed in this utility model. Figure 3 A three-dimensional illustration of the wall panel connection of a novel large-scale prefabricated water storage tank proposed in this utility model. Figure 4 Detailed drawing of the wall panel connection node of a novel large-scale prefabricated water storage tank proposed in this utility model; Figure 5 This is a detailed drawing of the connection node between the circumferential stiffening ribs and the vertical stiffening ribs of a novel large-scale prefabricated water storage tank proposed in this utility model. Figure 6 Detailed drawing of the connection node between the vertical stiffening rib and the wall panel of a novel large-scale prefabricated water storage tank proposed in this utility model.

[0009] Legend: 1. Vertical reinforcing ribs; 2. Circumferential reinforcing ribs; 3. Wall panels; 4. Ring beams; 5. Sealant; 6. Bolts; 7. Central column; 8. Top cover membrane; 9. Cables; 10. Central column connecting plate; 11. Inner liner. Detailed Implementation

[0010] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0011] Reference Figures 1-6 This utility model provides one embodiment: a novel large-scale prefabricated water storage tank, including a wall panel 3. The wall panel 3 is corrugated, and the corrugated design of the wall panel 3 is the core component constituting the main structure of the water storage tank. Its corrugated shape can effectively disperse water pressure and enhance the overall pressure resistance of the structure. At the same time, compared with a flat structure, it is easier to quickly assemble and construct. The outer side of the wall panel 3 is threaded with multiple evenly distributed bolts 6. The bolts 6 serve as the main connecting parts, and through the threaded structure, they penetrate the wall panel 3 and other components, ensuring the stability and detachability of the connection, facilitating subsequent maintenance. For ease of replacement or relocation, vertical reinforcing ribs 1 are threadedly connected to the outer side of the wall panel 3. These ribs are evenly distributed circumferentially around the water tank and perpendicular to the ground. Their function is to vertically distribute the water pressure borne by the wall panel 3, preventing deformation due to excessive vertical force. Circumferential reinforcing ribs 2 are also threadedly connected to the outer side of the wall panel 3. These circumferential reinforcing ribs 2 are threaded to the outer side of the vertical reinforcing ribs 1 and wrap around the outer side of the wall panel 3 horizontally. Working in conjunction with the vertical reinforcing ribs 1, they further enhance the overall rigidity of the wall panel 3 circumferentially. Together, they increase the capacity of the water tank. The capacity has been increased to several thousand tons. Bolt 6 is threadedly connected inside the vertical reinforcing rib 1 and the circumferential reinforcing rib 2. Bolt 6 simultaneously penetrates the wall panel 3, the vertical reinforcing rib 1, and the circumferential reinforcing rib 2, achieving a rigid connection between the three through threaded engagement to ensure that each component bears the load collaboratively. A ring beam 4 is fixedly connected to the outer top of the wall panel 3. The ring beam 4 serves as a ring-shaped load-bearing structure at the top of the water storage tank, playing a connecting role. Bolt 6 is threadedly connected inside the ring beam 4, which is fixedly connected to the top of the vertical reinforcing rib 1. Bolt 6 connects the ring beam 4 to the wall panel 3 and the vertical reinforcing rib 1. The fastened connection between the ring beam 4 and the vertical reinforcing rib 1 further strengthens the integrity of the top structure, ensuring that the top load can be evenly transferred to the lower support. The inner liner 11 is provided on the inner side of the wall panel 3. The inner liner 11 is lined on the inner side of the wall panel 3 and is made of waterproof material. It can come into direct contact with water, preventing water from penetrating into the wall panel 3 and the external structure, thus playing a core waterproof role. The inner side of the wall panel 3 is provided with sealant 5. The sealant 5 is filled at the joint of the wall panel 3 and in the gap between the inner liner 11 and the wall panel 3, further enhancing the sealing of the water storage tank and reducing the risk of leakage. Reference Figure 1 and Figure 2Multiple evenly distributed cables 9 are threadedly connected to the top outer side of the ring beam 4. The cables 9 are evenly distributed along the circumference with the ring beam 4 as the outer ring support. Their high strength characteristics can withstand the tensile load of the top cover, ensuring the stability of the top structure. The top of the cables 9 is threadedly connected to the central column connecting plate 10. The central column connecting plate 10 is the connection medium between the cables 9 and the central column 7. The tension of the cables 9 is transmitted to the central column 7 through the bolts 6, realizing the concentration and dispersion of force. The bottom of the central column connecting plate 10 is fixedly connected to the central column 7. The central column 7 is located at the center. The central column 7 serves as the central support of the top cover structure and stands vertically in the center of the pool. The tension transmitted by each cable 9 is received through the central column connecting plate 10, forming a symmetrical force system at the top. The top outer side of the cables 9 is fixedly connected to the top of the top cover membrane 8. The top cover membrane 8 is attached to the cables 9 to form a closed top structure, which can not only block rainwater and debris from entering the pool, but also reduce water quality changes caused by direct sunlight.

[0012] Working principle: When assembling the main body of the silo, the corrugated wall panels 3 are first connected piece by piece using bolts 6. Then, vertical reinforcing ribs 1 are evenly arranged around the wall panels 3 and tightly fixed to the wall panels 3 using bolts 6. Next, the circumferential reinforcing ribs 2 are connected to the outside of the vertical reinforcing ribs 1 using bolts 6, forming a crisscrossing grid-like support system to further enhance the structural strength of the wall panels 3. Then, a ring beam 4 is fixed to the top outer side of the wall panels 3, and the ring beam 4 is connected and secured to the wall panels 3 and the vertical reinforcing ribs 1 using bolts 6. Finally, the inner liner 11 is placed inside the wall panels 3. The inner tank 11 is completely fitted to the inner side of the wall panel 3 to prevent water penetration. At the same time, sealant 5 is applied to the joints of the wall panel 3 and the contact area between the inner tank 11 and the wall panel 3 to form a double waterproof guarantee. The central column 7 is then erected vertically in the center of the pool. Its top is connected to the upper part of the cable 9 through the central column connecting plate 10. The lower part of the cable 9 is connected and fixed to the ring beam 4, so that the cable 9 forms a radial force-bearing structure. The top cover membrane 8 is then fixedly connected to the top of the outer side of the cable 9. The supporting force of the cable 9 makes the top cover membrane 8 form a closed top covering structure, and finally the splicing and assembly are completed.

[0013] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A novel large-scale prefabricated water storage tank, comprising wall panels (3), characterized in that: The outer side of the wall panel (3) is threaded with a plurality of evenly distributed bolts (6), the outer side of the wall panel (3) is threaded with a vertical reinforcing rib (1), the outer side of the wall panel (3) is threaded with a circumferential reinforcing rib (2), the circumferential reinforcing rib (2) is threaded on the outer side of the vertical reinforcing rib (1), the bolts (6) are threaded on the inside of the vertical reinforcing rib (1), the bolts (6) are threaded on the inside of the circumferential reinforcing rib (2), the outer side of the top of the wall panel (3) is fixedly connected with a ring beam (4), the bolts (6) are threaded on the inside of the ring beam (4), and the ring beam (4) is fixedly connected on the top of the vertical reinforcing rib (1).

2. The novel large-scale prefabricated water storage tank according to claim 1, characterized in that: The top outer side of the ring beam (4) is threaded with multiple evenly distributed cables (9), the top of the cables (9) is threaded with a central column connecting plate (10), and the bottom of the central column connecting plate (10) is fixedly connected with a central column (7).

3. The novel large-scale prefabricated water storage tank according to claim 1, characterized in that: The inner side of the wall panel (3) is provided with an inner liner (11), and the inner side of the wall panel (3) is provided with sealant (5).

4. A novel large-scale prefabricated water storage tank according to claim 2, characterized in that: The top of the outer side of the cable (9) is fixedly connected to a top cover membrane (8).

5. A novel large-scale prefabricated water storage tank according to claim 2, characterized in that: The central pillar (7) is located at the center.

6. A novel large-scale prefabricated water storage tank according to claim 1, characterized in that: The wall panel (3) is corrugated.

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