Assembly type pool bottom plate with good anti-floating and anti-compression performance and assembly type pool

Abstract

The utility model discloses an assembly type pool bottom plate and an assembly type pool with good anti-floating and anti-compression performance, the assembly type pool bottom plate comprises a plurality of inner side bottom plates, a plurality of side bottom plates and a plurality of corner bottom plates, the inner side bottom plates, the side bottom plates and the corner bottom plates are all prefabricated parts, one side edge of each side bottom plate is provided with a baffle plate I extending upwards, and the other side edge of each side bottom plate is provided with a baffle plate II extending upwards. A second baffle extending upwards is arranged at the position of one set of adjacent side edges of the corner bottom plate, a cavity with an upward opening is defined by the first baffle, the second baffle, the inner side bottom plate, the side bottom plates and the corner bottom plate, a bottom plate reinforcement cage is laid in the cavity, and concrete is poured in the cavity. During construction, the multiple inner side bottom plates, the multiple side bottom plates and the multiple corner bottom plates are spliced to form the cavity with the upward opening, concrete grout is poured after the bottom reinforcement cage is bound in the cavity, the pool bottom plate is formed after the concrete grout is solidified, additional formwork erecting of the pool bottom plate is not needed, and compared with a traditional method for pouring the pool bottom plate through formwork erecting construction, the construction efficiency is improved. And the construction operation difficulty of the pool bottom plate is effectively reduced, the construction period of the fabricated pool bottom plate is greatly shortened, the cost of the pool bottom plate is remarkably reduced, and the economic benefit is good.

Description

Technical Field

[0001] The utility model relates to the technical field of prefabricated water tanks, in particular to a prefabricated water tank bottom plate and a prefabricated water tank with good anti-floating and anti-compression performance. Background Technique

[0002] As a low-cost water-saving and water storage device, the prefabricated concrete water storage tank effectively alleviates the shortage of water resources and solves the problems of urban flood control and drainage. At the same time, with the continuous development of the city, the municipal water supply pressure is increasing, and the conventional municipal water supply system cannot meet the requirements of the fire protection system for the pipe network flow and pressure. As a fire water storage device, the fire water tank can meet the water supply demand of the fire protection water during the fire continuation period. Therefore, the fire water tank is becoming more and more popular.

[0003] Most of the bottom plates of traditional prefabricated concrete water tanks are cast on site. A large amount of formwork is required for pouring concrete at the construction site, resulting in high construction difficulty, slow progress, and high cost. After the bottom plate concrete is poured, it takes a long time to cure and maintain, and it is greatly affected by environmental factors such as weather and temperature, making it difficult to ensure the overall construction period of the prefabricated concrete water tank. For this reason, the utility model proposes a prefabricated water tank bottom plate and a prefabricated water tank with good anti-floating and anti-compression performance in order to solve the above technical problems. Summary of the Invention

[0004] The purpose of the utility model is to overcome the defects existing in the prior art and provide a prefabricated water tank bottom plate and a prefabricated water tank with good anti-floating and anti-compression performance. During construction, a cavity with an upward opening is formed by splicing a plurality of inner bottom plates, side bottom plates and corner bottom plates. After binding the bottom steel cage inside the cavity, concrete slurry is poured. After the concrete slurry cures, the bottom plate of the water tank of the utility model is formed. There is no need for additional formwork for the bottom plate of the water tank. Compared with the traditional method of pouring the bottom plate of the water tank by formwork construction, it effectively reduces the construction operation difficulty of the bottom plate of the water tank, helps to greatly shorten the construction period of the prefabricated water tank bottom plate, significantly reduces the cost of the bottom plate of the water tank, and has good economic benefits; the overall structure design is simple, the application and implementation feasibility is high, and the practicability is strong.

[0005] One of the purposes of the present utility model is to design a prefabricated pool bottom plate with good anti-floating and anti-compression performance, which includes a number of inner bottom plates, a number of side bottom plates and a number of corner bottom plates. The inner bottom plates, side bottom plates and corner bottom plates are all prefabricated components. One side of the side bottom plate is provided with a baffle one extending upward, and a group of adjacent sides of the corner bottom plate are provided with a baffle two extending upward. When a number of the inner bottom plates, side bottom plates and corner bottom plates are spliced into the pool bottom plate, a number of inner bottom plates are spliced and located inside the pool bottom plate, and a number of side bottom plates and corner bottom plates are circumferentially spliced and located on the outer peripheral side of a number of the inner bottom plates. The corner bottom plates are located at the corners on the outer peripheral side of the pool bottom plate, and a number of side bottom plates are located in the gaps between two adjacent corner bottom plates. The baffle one and the baffle two are both butted and located at the edge position on the outer peripheral side of the pool bottom plate, and the baffle one, the baffle two, the inner bottom plate, the side bottom plate and the corner bottom plate enclose a cavity with an upward opening. A bottom plate steel cage is laid inside the cavity and concrete is poured.

[0006] For the prefabricated pool bottom plate with good anti-floating and anti-compression performance of the present utility model, during construction, a cavity with an upward opening is formed by splicing a number of inner bottom plates, side bottom plates and corner bottom plates. After tying the bottom steel cage inside the cavity, concrete slurry is poured. After the concrete slurry solidifies, the pool bottom plate of the present utility model is formed. There is no need for additional formwork for the pool bottom plate. Compared with the traditional method of constructing and pouring the pool bottom plate with formwork, the construction operation difficulty of the pool bottom plate is effectively reduced, which helps to significantly shorten the construction period of the prefabricated pool bottom plate, significantly reduce the cost of the pool bottom plate, and has good economic benefits; the overall structure design is simple, the application and implementation feasibility is high, and the practicability is strong.

[0007] The preferred technical solution is that a number of exposed steel bar heads are arranged at intervals on the outer peripheral side surfaces of the inner bottom plates, the outer peripheral side surfaces of the side bottom plates and the outer peripheral side surfaces of the corner bottom plates. When the inner bottom plates, side bottom plates and corner bottom plates are assembled into the pool bottom plate, the two end faces in contact with each other between the three are fixedly connected together by welding the mutually contacting steel bar heads. When the inner bottom plates, side bottom plates and corner bottom plates are assembled into the pool bottom plate, the two end faces in contact with each other between the three are fixedly connected together by welding the mutually contacting steel bar heads, which further improves the connection firmness between the three, thereby helping to improve the overall consistency of the prefabricated pool bottom plate of the present utility model and avoiding local cracking or fracture at the joint positions of the three.

[0008] A further preferred technical solution is that the inner bottom plate, the side bottom plate and the corner bottom plate are all provided with an anti-floating pile installation hole that penetrates the plate surface. When the inner bottom plate, the side bottom plate and the corner bottom plate are assembled into the pool bottom plate, the anti-floating pile installation holes on the three plates are connected with anti-floating piles anchored in the foundation. The anti-floating piles improve the installation firmness of the pool bottom plate on the pool foundation, significantly improve the anti-floating and anti-compression performance of the pool bottom plate, and reduce the construction requirements for the pool foundation, thereby helping to further improve the construction efficiency of the assembled pool bottom plate of the utility model and shorten the construction period.

[0009] A further preferred technical solution is that the corners of the inner bottom plate, the corners of the side bottom plate away from baffle one and the corners of the corner bottom plate away from baffle two are all provided with notches. When the inner bottom plate, the side bottom plate and the corner bottom plate are assembled into the pool bottom plate, several corresponding notches enclose an anti-floating pile installation hole two, and the anti-floating pile anchored in the foundation is penetrated inside the anti-floating pile installation hole two.

[0010] A further preferred technical solution is that the upper end of the anti-floating pile is sunken into the bottom plate steel cage, and the upper end of the anti-floating pile and the bottom plate steel cage are fixedly connected by welding through a plurality of steel bar connection sections. This helps to improve the connection firmness between the anti-floating pile and the pool bottom plate, and prevents the anti-floating pile from vertically displacing when subjected to external forces, thereby helping to further improve the use firmness of the pool bottom plate of the utility model.

[0011] A further preferred technical solution is that the outer peripheral side of the inner bottom plate, the outer peripheral side of the side bottom plate that connects to the inner bottom plate or the corner bottom plate, and the outer peripheral side of the corner bottom plate that connects to the side bottom plate are all set as step surface structures. When the inner bottom plate, the side bottom plate and the corner bottom plate are assembled into the pool bottom plate, the cross-section of the butt joints between the two opposite ends of the three is a step groove structure with a larger upper part and a smaller lower part. The cross-section of the butt joints between the two opposite ends of the inner bottom plate, the side bottom plate and the corner bottom plate is a step groove structure with a larger upper part and a smaller lower part. After pouring concrete, a structure with a cross-section similar to a ladder ladder is formed at the joint position, which helps to further improve the connection firmness among the three.

[0012] A further preferred technical solution is that two annular steel cages are tied to the outer peripheral side of the upper end surface of the bottom plate steel cage, and a side plate installation groove located on the outer peripheral side of the upper end surface of the pool bottom plate is formed between the two annular steel cages. The side plate installation groove is reserved on the upper end surface of the pool bottom plate, which is convenient for fixing the lower end of the pool side plate on the pool bottom plate during construction, which helps to improve the overall assembly construction efficiency of the pool.

[0013] The second object of the present utility model is to design a prefabricated water tank with good anti-floating and anti-compression performance. The bottom plate is the bottom plate of the prefabricated water tank with good anti-floating and anti-compression performance. The lower end of the side plate is poured into the inner part of the side plate installation groove on the upper end surface of the bottom plate. After the two circular steel bar cages are poured, two circumferential eaves are correspondingly formed. The top plate is assembled at the upper end of the frame structure formed by enclosing the bottom plate and the side plate.

[0014] For a prefabricated water tank of the present utility model, during construction, it is not necessary to additionally formwork the bottom plate of the water tank. Compared with the traditional method of formwork construction for pouring the bottom plate of the water tank, it effectively reduces the construction operation difficulty of the bottom plate of the water tank, helps to greatly shorten the construction period of the prefabricated water tank, significantly reduces the cost of the water tank, has good economic benefits and strong practicability.

[0015] Preferably, the lower end of the side plate is fixedly connected by welding to the circular steel bar cages located on both sides of the side plate installation groove through exposed steel bar connectors. This helps to further improve the casting and installation firmness of the lower end of the side plate inside the side plate installation groove and extends the service life of the prefabricated water tank of the present utility model.

[0016] The advantages and beneficial effects of the present utility model are as follows:

[0017] 1. For the bottom plate of the prefabricated water tank with good anti-floating and anti-compression performance of the present utility model, during construction, a cavity with an upward opening is formed by splicing a plurality of inner bottom plates, edge bottom plates and corner bottom plates. After binding the bottom steel bar cage inside the cavity, concrete slurry is poured. After the concrete slurry solidifies, the bottom plate of the water tank of the present utility model is formed. It is not necessary to additionally formwork the bottom plate of the water tank. Compared with the traditional method of formwork construction for pouring the bottom plate of the water tank, it effectively reduces the construction operation difficulty of the bottom plate of the water tank, helps to greatly shorten the construction period of the bottom plate of the prefabricated water tank, significantly reduces the cost of the bottom plate of the water tank, has good economic benefits; the overall structure design is simple, the application and implementation feasibility is high, and the practicability is strong.

[0018] 2. When the inner bottom plate, the edge bottom plate and the corner bottom plate are assembled into the bottom plate of the water tank, the two end faces in contact with each other between the three are fixedly connected by welding the mutually contacting steel bar heads, which further improves the connection firmness between the three, thereby helping to improve the overall consistency of the bottom plate of the prefabricated water tank of the present utility model and avoiding local cracking or fracture at the joint positions of the three.

[0019] 3. The anti-floating piles improve the installation firmness of the bottom plate of the water tank on the foundation of the water tank, significantly improve the anti-floating and anti-compression performance of the bottom plate of the water tank, reduce the construction requirements for the foundation of the water tank, and thus help to further improve the construction efficiency of the bottom plate of the prefabricated water tank of the present utility model and shorten the construction period.

[0020] 4. The upper end of the anti-floating pile is sunken into the bottom plate steel cage, and the upper end of the anti-floating pile and the bottom plate steel cage are fixedly connected together by welding through a plurality of steel bar connection sections. This helps to improve the connection firmness between the anti-floating pile and the pool bottom plate, and avoids the vertical displacement of the anti-floating pile when subjected to external force, thereby helping to further improve the use firmness of the pool bottom plate of the utility model.

[0021] 5. The cross-section of the joints between the two opposite ends of the inner bottom plate, the side bottom plate and the corner bottom plate is a stepped groove structure with a larger top and a smaller bottom. After pouring the concrete, a structure with a cross-section similar to a stepped ladder is formed at the joint position, which helps to further improve the firmness of the connection between the three.

[0022] 6. A side panel installation groove is reserved on the upper surface of the pool bottom plate to facilitate the fixed installation of the lower end of the pool side panel on the pool bottom plate during construction, which helps to improve the overall assembly construction efficiency of the pool.

[0023] 7. The utility model provides an assembled water pool. During construction, no additional formwork is required for the water pool bottom plate. Compared with the traditional method of casting the water pool bottom plate by formwork construction, the utility model effectively reduces the difficulty of the water pool bottom plate construction operation, helps to greatly shorten the construction period of the assembled water pool, significantly reduces the cost of the water pool, has good economic benefits and strong practicality. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] Figure 1 It is a top-down perspective stereogram of the inner bottom plate;

[0025] Figure 2 yes Figure 1 A partial enlarged view of the J in the middle;

[0026] Figure 3 It is a stereoscopic view from one side of the side bottom plate;

[0027] Figure 4 It is a stereogram from the other side of the side bottom plate;

[0028] Figure 5 It is a stereogram from one side of the corner base plate;

[0029] Figure 6 It is a stereogram from the other side of the angle base plate;

[0030] Figure 7 It is a three-dimensional picture of the anti-floating pile;

[0031] Figure 8 This is a schematic structural diagram of an assembled pool bottom plate with good anti-floating and anti-compression performance in Example 1 (the bottom plate steel cage, annular steel cage and secondary poured concrete are omitted);

[0032] Figure 9 yes Figure 8Partial enlarged view at S in the middle;

[0033] Figure 10 It is an assembly relationship diagram of the inner bottom plate, side bottom plate, and corner bottom plate;

[0034] Figure 11 It is a partial structural schematic diagram of a prefabricated pool bottom plate with good anti-floating and anti-compression performance in Embodiment 1 (the circular steel cage is hidden);

[0035] Figure 12 It is a three-dimensional view of a prefabricated pool bottom plate with good anti-floating and anti-compression performance in Embodiment 1;

[0036] Figure 13 It is a three-dimensional view of a prefabricated pool with good anti-floating and anti-compression performance in Embodiment 2 (the top plate is hidden).

[0037] In the figure: 1, inner bottom plate; 2, side bottom plate; 3, corner bottom plate; 4, anti-floating pile; 2-1, baffle one; 3-1, baffle two; 4-1, conical tip; 4-2, threaded structure; 4-3, end plate; 5, circular steel cage; 6, side plate installation groove; 7, side plate; 8, circumferential eaves; 9, bottom plate steel cage; A, steel bar head; B, notch; C, anti-floating pile installation hole one; D, anti-floating pile installation hole two; E, bottom plate; F, lower section; H, upper section. Specific implementation manners

[0038] The following combines the drawings and embodiments to further describe the specific implementation manners of the present utility model. The following embodiments are only used to more clearly illustrate the technical solutions of the present utility model and cannot be used to limit the protection scope of the present utility model.

[0039] Embodiment 1

[0040] As Figures 1 to 12As shown in the figure, the utility model relates to a prefabricated pool bottom plate with good anti-floating and anti-compression performance, which comprises a plurality of inner bottom plates 1, a plurality of side bottom plates 2 and a plurality of corner bottom plates 3. The inner bottom plates 1, side bottom plates 2 and corner bottom plates 3 are all prefabricated components. A first baffle 2-1 extending upward is arranged at one side position of the side bottom plate 2, and a second baffle 3-1 extending upward is arranged at a group of adjacent side positions of the corner bottom plate 3. When a plurality of the inner bottom plates 1, side bottom plates 2 and corner bottom plates 3 are spliced into the pool bottom plate, a plurality of inner bottom plates 1 are spliced inside the pool bottom plate, a plurality of side bottom plates 2 and corner bottom plates 3 are circumferentially spliced on the outer peripheral side of a plurality of the inner bottom plates 1, and the corner bottom plates 3 are located at the corners on the outer peripheral side of the pool bottom plate, and a plurality of side bottom plates 2 are located in the gaps between two adjacent corner bottom plates 3. The first baffle 2-1 and the second baffle 3-1 are both butted at the outer peripheral side edge position of the pool bottom plate, and the first baffle 2-1, the second baffle 3-1, the inner bottom plate 1, the side bottom plate 2 and the corner bottom plate 3 enclose a cavity with an upward opening. A bottom plate steel cage 9 is laid inside the cavity and concrete is poured.

[0041] Preferably, a plurality of exposed steel bar heads A are arranged at intervals on the outer peripheral side surfaces of the inner bottom plate 1, the outer peripheral side surfaces of the side bottom plate 2 and the outer peripheral side surfaces of the corner bottom plate 3. When the inner bottom plate 1, the side bottom plate 2 and the corner bottom plate 3 are assembled into the pool bottom plate, the two opposite end surfaces in contact with each other between the three are welded and fixedly connected together through the mutually contacting steel bar heads A.

[0042] Further preferably, anti-floating pile installation holes C penetrating through the plate surfaces are arranged on the inner bottom plate 1, the side bottom plate 2 and the corner bottom plate 3. When the inner bottom plate 1, the side bottom plate 2 and the corner bottom plate 3 are assembled into the pool bottom plate, anti-floating piles 4 anchored in the foundation are inserted into the anti-floating pile installation holes C on the three.

[0043] Further preferably, notches B are arranged at the corners of the inner bottom plate 1, the corners of the side bottom plate 2 far from the first baffle 2-1 and the corners of the corner bottom plate 3 far from the second baffle 3-1. When the inner bottom plate 1, the side bottom plate 2 and the corner bottom plate 3 are assembled into the pool bottom plate, a plurality of the butted notches B enclose an anti-floating pile installation hole D, and an anti-floating pile 4 anchored in the foundation is inserted into the anti-floating pile installation hole D.

[0044] Further preferably, the upper ends of the anti-floating piles 4 are recessed into the bottom plate steel cage 9, and the upper ends of the anti-floating piles 4 and the bottom plate steel cage 9 are welded and fixedly connected together through a plurality of steel bar connecting sections.

[0045] Further preferably, the outer peripheral side surface of the inner bottom plate 1, the outer peripheral side surface of the side bottom plate 2 where the inner bottom plate 1 or the corner bottom plate 3 is butted, and the outer peripheral side surface of the corner bottom plate 3 where the side bottom plate 2 is butted are all provided with a stepped surface structure. When the inner bottom plate 1, the side bottom plate 2 and the corner bottom plate 3 are assembled into the pool bottom plate, the cross-section of the butt joint seam between the two butt joint end surfaces of the three is a stepped groove structure with a larger upper part and a smaller lower part. Specifically, the stepped surface structure can be set to include a lower layer section F located at the lower side and an upper layer section H located at the upper side. The outer peripheral surface of the lower layer section F is set as a slope structure extending gradually outward from top to bottom, and the outer peripheral surface of the upper layer section H is set as a vertical surface structure that contracts inward relative to the outer peripheral surface of the lower layer section F (see Appendix Figure 2 ).

[0046] Further preferably, two circular steel bar cages 5 are tied to the outer peripheral side of the upper end surface of the bottom steel bar cage 9 of the pool bottom plate, and a side plate installation groove 6 located on the outer peripheral side of the upper end surface of the pool bottom plate is formed between the two circular steel bar cages 5.

[0047] For the assembled pool bottom plate with good anti-floating and anti-compression performance of the present utility model, during construction, a cavity with an upward opening is formed by splicing a plurality of inner bottom plates, side bottom plates and corner bottom plates. After tying the bottom steel bar cage inside the cavity, concrete slurry is poured. After the concrete slurry solidifies, the pool bottom plate of the present utility model is formed. There is no need for additional formwork for the pool bottom plate. Compared with the traditional method of pouring the pool bottom plate by formwork construction, it effectively reduces the construction operation difficulty of the pool bottom plate, helps to significantly shorten the construction period of the assembled pool bottom plate, significantly reduces the cost of the pool bottom plate, and has good economic benefits; the overall structure design is simple, the application and implementation feasibility is high, and the practicability is strong.

[0048] Embodiment 2

[0049] As Figure 13 shown, the present utility model is an assembled pool, including a bottom plate E, a side plate 7 and a top plate. The bottom plate E is the assembled pool bottom plate with good anti-floating and anti-compression performance described in Embodiment 1. The lower end of the side plate 7 is poured into the inner part of the side plate installation groove 6 on the upper end surface of the bottom plate E. After the two circular steel bar cages 5 are poured, two circumferential eaves 8 are correspondingly formed. The top plate is assembled at the upper end part of the frame structure formed by enclosing the bottom plate E and the side plate 7.

[0050] Preferably, the lower end of the side plate 7 is fixedly connected to the circular steel bar cages 5 located on both sides of the side plate installation groove 6 by welding through exposed steel bar connectors.

[0051] The construction principle of an assembled pool in Embodiment 2:

[0052] Step 1: Excavate the foundation pit and confirm the elevation and flatness of the bottom surface of the foundation pit;

[0053] Step 2: Lift a certain number of inner bottom plates 1, side bottom plates 2 and corner bottom plates 3 into the foundation pit, and place all the inner bottom plates 1, side bottom plates 2 and corner bottom plates 3 at the designated positions according to the design drawings. Among them, the inner bottom plates 1 are spliced inside the bottom plate of the pool, and several side bottom plates 2 and corner bottom plates 3 are circumferentially spliced on the outer peripheral side of several inner bottom plates 1. Moreover, the corner bottom plates 3 are located at the corners on the outer peripheral side of the pool bottom plate, and several side bottom plates 2 are located in the gaps between two adjacent corner bottom plates 3. The baffle one 2-1 on the side bottom plate 2 and the baffle two 3-1 on the corner bottom plate 3 are both butted at the outer peripheral edge position of the pool bottom plate;

[0054] Step 3: Weld and fixedly connect the steel bar heads A in contact with each other on the butt joint end faces between several inner bottom plates 1, the steel bar heads A in contact with each other on the butt joint end faces between the inner bottom plate 1 and the side bottom plate 2 or the corner bottom plate 3, and the steel bar heads A in contact with each other on the butt joint end faces between the side bottom plate 2 and the corner bottom plate 3 together. Moreover, the baffle one 2-1, the baffle two 3-1, the inner bottom plate 1, the side bottom plate 2 and the corner bottom plate 3 enclose a cavity with an upward opening;

[0055] Step 4: Insert and drive anti-floating piles 4 through the anti-floating pile installation holes one C on the inner bottom plates 1, side bottom plates 2 and corner bottom plates 3 and the anti-floating pile installation holes two D formed by enclosing several notches B. Among them, the taper tip 4-1 and the threaded structure 4-2 at the lower end of the anti-floating pile 4 are both immersed in the foundation, and the upper end face of the end plate 4-3 at the upper end of the anti-floating pile 4 is recessed into the cavity with an upward opening formed by enclosing the baffle one 2-1, the baffle two 3-1, the inner bottom plate 1, the side bottom plate 2 and the corner bottom plate 3;

[0056] Step 5: Bind and lay the bottom plate steel reinforcement cage 9 inside the cavity with an upward opening formed by enclosing the baffle one 2-1, the baffle two 3-1, the inner bottom plate 1, the side bottom plate 2 and the corner bottom plate 3, and weld and fixedly connect the upper end of the anti-floating pile 4 and the end plate 4-3 to the bottom plate steel reinforcement cage 9 through several steel bar connecting sections. Then, bind two circular steel reinforcement cages 5 on the outer peripheral side of the upper end face of the bottom plate steel reinforcement cage 9, and the gap between the two circular steel reinforcement cages 5 forms a side plate installation groove 6;

[0057] Step 6: Pour concrete slurry into the cavity with an upward opening formed by enclosing the baffle one 2-1, the baffle two 3-1, the inner bottom plate 1, the side bottom plate 2 and the corner bottom plate 3, and make the liquid level of the concrete slurry flush with the upper end faces of the baffle one 2-1 and the baffle two 3-1 (the liquid level of the concrete slurry covers the upper end face of the bottom plate steel reinforcement cage 9). After the concrete slurry solidifies, a bottom plate E is formed (see the appendix Figure 12 );

[0058] Step 7: Hoist several side plate units into the side plate installation grooves 6 on the bottom plate E, arrange them in sequence, assemble and fixedly connect them together to form the side plate 7. Weld and fixedly connect the steel bar connectors exposed at the lower end of the side plate 7 to the circular steel bar cages 5 located on both sides of the side plate installation grooves 6. Then, formwork the circular steel bar cages 5 on both sides of the side plate installation grooves 6 and pour concrete slurry, and make the liquid level of the concrete slurry exceed the upper end surface of the circular steel bar cages 5. After the concrete slurry solidifies, a circumferential eaves body 8 located inside and outside the side plate 7 is formed (see attached Figure 13 );

[0059] Step 8: Hoist several top plate units to the upper end of the frame structure formed by enclosing the bottom plate E and the side plate 7, and arrange them in sequence, assemble and fixedly connect them to form the top plate.

[0060] For an assembled pool bottom plate with good anti-floating and anti-compression performance of the present utility model, during construction, a cavity with an upward opening is formed by splicing several inner bottom plates, side bottom plates and corner bottom plates. After binding the bottom steel bar cage inside the cavity, concrete slurry is poured. After the concrete slurry solidifies, the pool bottom plate of the present utility model is formed, and there is no need for additional formwork for the pool bottom plate. Compared with the traditional method of constructing and pouring the pool bottom plate with formwork, the construction operation difficulty of the pool bottom plate is effectively reduced, which helps to greatly shorten the construction period of the assembled pool bottom plate, significantly reduce the cost of the pool bottom plate, and has good economic benefits; the overall structural design is simple, the application and implementation feasibility is high, and the practicability is strong.

[0061] For an assembled pool of the present utility model, during construction, there is no need for additional formwork for the pool bottom plate. Compared with the traditional method of constructing and pouring the pool bottom plate with formwork, the construction operation difficulty of the pool bottom plate is effectively reduced, which helps to greatly shorten the construction period of the assembled pool, significantly reduce the cost of the pool, and has good economic benefits and strong practicability.

[0062] The above are only the preferred embodiments of the present utility model. It should be noted that for those of ordinary skill in the art in this technical field, without departing from the technical principle of the present utility model, several improvements and refinements can still be made, and these improvements and refinements should also be regarded as the protection scope of the present utility model.

Claims

1. An assembled pool bottom plate with good anti-floating and anti-compression performance, characterized in that: The invention comprises a plurality of inner bottom plates (1), a plurality of side bottom plates (2) and a plurality of corner bottom plates (3), wherein the inner bottom plates (1), the side bottom plates (2) and the corner bottom plates (3) are all prefabricated components, a baffle plate 1 (2-1) extending upward is provided at one side edge of the side bottom plate (2), a baffle plate 2 (3-1) extending upward is provided at a group of adjacent side edges of the corner bottom plate (3), and when the plurality of inner bottom plates (1), the side bottom plates (2) and the corner bottom plates (3) are spliced ​​to form the pool bottom plate, the plurality of inner bottom plates (1) are spliced ​​and located at the inner side of the pool bottom plate, and the plurality of side bottom plates (2) and The corner bottom plates (3) are all circumferentially spliced ​​and located on the outer peripheral sides of the plurality of inner bottom plates (1), and the corner bottom plates (3) are located at the corners of the outer peripheral sides of the pool bottom plates, and the plurality of side bottom plates (2) are located in the gaps between two adjacent corner bottom plates (3), and the baffle plate 1 (2-1) and baffle plate 2 (3-1) are both butt-jointed and located at the outer peripheral edge of the pool bottom plates, and the baffle plate 1 (2-1), baffle plate 2 (3-1), the inner bottom plate (1), the side bottom plates (2) and the corner bottom plates (3) are enclosed to form a cavity opening upward, and a bottom plate steel cage (9) is laid inside the cavity and poured with concrete.

2. The assembled pool bottom plate with good anti-floating and anti-compression performance as claimed in claim 1, characterized in that: The outer peripheral side surface of the inner bottom plate (1), the outer peripheral side surface of the side bottom plate (2) and the outer peripheral side surface of the corner bottom plate (3) are all provided with a plurality of exposed steel bar heads (A) at intervals. When the inner bottom plate (1), the side bottom plate (2) and the corner bottom plate (3) are assembled into the pool bottom plate, the two end surfaces of the three that are in contact with each other are welded and fixed together by the steel bar heads (A) that are in contact with each other.

3. The assembled pool bottom plate with good anti-floating and anti-compression performance as claimed in claim 2 is characterized in that: The inner bottom plate (1), the side bottom plate (2) and the corner bottom plate (3) are all provided with an anti-floating pile installation hole (C) penetrating the plate surface; when the inner bottom plate (1), the side bottom plate (2) and the corner bottom plate (3) are assembled into the pool bottom plate, the anti-floating pile installation hole (C) on the three is penetrated by an anti-floating pile (4) anchored in the foundation.

4. The assembled pool bottom plate with good anti-floating and anti-compression performance as claimed in claim 3 is characterized in that: The corner of the inner bottom plate (1), the corner of the side bottom plate (2) away from the baffle plate 1 (2-1) and the corner of the corner bottom plate (3) away from the baffle plate 2 (3-1) are all provided with notches (B). When the inner bottom plate (1), the side bottom plate (2) and the corner bottom plate (3) are assembled into the pool bottom plate, a plurality of corresponding notches (B) enclose the second anti-floating pile installation hole (D). The second anti-floating pile installation hole (D) is penetrated by an anti-floating pile (4) anchored in the foundation.

5. The assembled pool bottom plate with good anti-floating and anti-compression performance as claimed in claim 4 is characterized in that: The upper end of the anti-floating pile (4) is sunken into the bottom plate steel cage (9), and the upper end of the anti-floating pile (4) and the bottom plate steel cage (9) are fixedly connected together by welding through a plurality of steel bar connecting sections.

6. The assembled pool bottom plate with good anti-floating and anti-compression performance as claimed in claim 5, characterized in that: The outer peripheral side surface of the inner bottom plate (1), the outer peripheral side surface of the side bottom plate (2) butted against the inner bottom plate (1) or the corner bottom plate (3), and the outer peripheral side surface of the corner bottom plate (3) butted against the side bottom plate (2) are all provided with step surface structures. When the inner bottom plate (1), the side bottom plate (2) and the corner bottom plate (3) are assembled into the pool bottom plate, the cross section of the butt joint between the two end surfaces of the three are all stepped groove structures with the upper part larger and the lower part smaller.

7. The assembled pool bottom plate with good anti-floating and anti-compression performance according to any one of claims 1 to 6, characterized in that: Two annular steel cages (5) are tied to the outer peripheral side of the upper end surface of the bottom plate steel cage (9), and a side plate mounting groove (6) located on the outer peripheral side of the upper end surface of the pool bottom plate is formed between the two annular steel cages (5).

8. An assembled water pool, comprising a bottom plate (E), a side plate (7) and a top plate, characterized in that: The bottom plate (E) is the assembled pool bottom plate with good anti-floating and anti-compression properties as described in claim 7 above. The lower end of the side plate (7) is cast inside the side plate mounting groove (6) on the upper end surface of the bottom plate (E). After the two annular steel cages (5) are cast, two corresponding annular eaves (8) are formed. The top plate is assembled at the upper end of the frame structure formed by the bottom plate (E) and the side plates (7).

9. The assembled pool according to claim 8, characterized in that: The lower end of the side plate (7) is welded and fixedly connected to the annular steel bar cage (5) located on both sides of the side plate installation groove (6) through an exposed steel bar connector.

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