An above water swimming pool and method of construction thereof

Abstract

The application relates to the technical field of water engineering, in particular to a water swimming pool and a construction method thereof, wherein the water swimming pool comprises a plurality of prefabricated swimming pool units and a plurality of support piles, the plurality of prefabricated swimming pool units are matched to form a swimming pool body, and the plurality of support piles support all the prefabricated swimming pool units. Through the arrangement of the prefabricated swimming pool units, the swimming pool is split, so that corresponding operations can be sequentially performed on the single prefabricated swimming pool unit in each step such as prefabrication, hoisting and transportation, the weight and volume required to be borne in the operation process are greatly reduced, and each step is facilitated; the plurality of support piles are arranged in water to support all the prefabricated swimming pool units, so that the swimming pool body is higher than the water surface in the swimming pool construction area, thereby facilitating the subsequent pouring and connection of all the prefabricated swimming pool units.

Description

Technical Field

[0001] This invention relates to the field of water engineering technology, specifically to a floating swimming pool and its construction method. Background Technology

[0002] Currently, most traditional swimming pools are formed by excavating a pool body on the ground and then pouring concrete into the inner walls of the pool body.

[0003] However, for some swimming pools that need to be located on water, it is difficult to excavate on the ground (underwater) and carry out large-scale pouring due to the influence of the surrounding water bodies.

[0004] Currently, the inventors intend to prefabricate the swimming pool and hoist it to the corresponding location on the water. However, in the process of realizing this invention, the inventors have found at least the following problems: the overall weight and volume of the swimming pool are too large, which causes great inconvenience in various steps such as prefabrication, hoisting, and transportation. Summary of the Invention

[0005] The purpose of this invention is to overcome the technical problems of existing swimming pools being too heavy and bulky, making it difficult to place them on water, and to provide a floating swimming pool and its construction method.

[0006] To achieve the above objectives, the technical solution adopted by the present invention is as follows:

[0007] In a first aspect, the present invention provides a swimming pool, comprising: prefabricated pool units, wherein a plurality of prefabricated pool units cooperate to form a pool body; and support piles, wherein the plurality of support piles support all the prefabricated pool units.

[0008] The multiple prefabricated pool units significantly reduce the weight and volume of the entire water pool, facilitating the sequential prefabrication, lifting, and transportation of individual pool units in each step to complete the layout of the pool body. Adjacent prefabricated pool units can be connected by casting, with multiple support piles placed in the water to support all the prefabricated pool units, ensuring that the pool body is above the water surface in the pool construction area, thus facilitating the subsequent connection of all prefabricated pool units.

[0009] Preferably, there is a gap between the bottom plates of adjacent precast pool units, the gap having a space for injecting concrete.

[0010] Preferably, the pool body has a central portion, and all the slits extend radially outward from the central portion along the pool body; any two slits are connected at the central portion.

[0011] Preferably, one of the supporting piles is defined as the central supporting pile, and the remaining supporting piles are defined as the peripheral supporting piles, with all the peripheral supporting piles arranged around the central supporting pile; the central supporting pile is supported at the location of the central part of the pool body and simultaneously supports all prefabricated pool units; the peripheral supporting piles correspond one-to-one with the gaps, and the peripheral supporting piles are supported at the locations of the pool body corresponding to the gaps, while simultaneously supporting two adjacent prefabricated pool units.

[0012] Preferably, the edge of the bottom plate of the precast swimming pool unit facing the adjacent joint is defined as the casting edge; the casting edge of the precast swimming pool unit has a plurality of first reserved steel bars, which extend into the corresponding joint.

[0013] Preferably, a plurality of first reserved reinforcing bars are arranged side by side along the length of the corresponding joint, and each first reserved reinforcing bar is bent to cooperate with the precast swimming pool unit to form a through hole; in any joint, two sets of first reserved reinforcing bars located at two adjacent casting edges are staggered, and the through holes of all first reserved reinforcing bars cooperate to form a channel, and a plurality of radial reinforcing bars are inserted in all channels, and the radial reinforcing bars are connected to the first reserved reinforcing bars.

[0014] Preferably, the number of the slots is even and at least 4; in any two slots arranged opposite to each other, a plurality of radial steel bars in one slot correspond one-to-one with a plurality of radial steel bars in the other slot, and the two corresponding radial steel bars are connected at the central part to form a long steel bar.

[0015] Preferably, the top of the support pile has a plurality of second reserved reinforcing bars, wherein at least one of the second reserved reinforcing bars extends into the corresponding gap.

[0016] Preferably, the support pile includes a pile column and a pile cap, the pile cap being installed on top of the pile column, and the top diameter of the pile cap being larger than the top diameter of the pile column.

[0017] In a first aspect, the present invention provides a construction method for an inflatable swimming pool, applicable to an inflatable swimming pool as described in any of the above embodiments, comprising the steps of:

[0018] Multiple prefabricated pool units are hoisted onto support piles, and the multiple prefabricated pool units are assembled to form the pool body;

[0019] The gaps between multiple prefabricated pool units are poured.

[0020] In summary, due to the adoption of the above technical solution, the beneficial effects of the present invention are:

[0021] 1. The present invention provides a floating swimming pool, which is divided into prefabricated pool units. This allows for sequential operation of individual prefabricated pool units during prefabrication, hoisting, and transportation, greatly reducing the weight and volume required during operation and facilitating each step. Multiple support piles are arranged in the water to support all the prefabricated pool units, making the pool body higher than the water surface in the pool construction area, thereby facilitating the subsequent casting and connection of all prefabricated pool units together.

[0022] 2. The present invention provides a construction method for a floating swimming pool, which, through the cooperation of prefabricated pool units and support piles, enables the installation of the floating swimming pool to be completed more conveniently and improves the installation efficiency of the floating swimming pool. Attached Figure Description

[0023] Figure 1 This is a schematic diagram of the structure of Embodiment 1 of the present invention.

[0024] Figure 2 This is a top-view schematic diagram of Embodiment 1 of the present invention.

[0025] Figure 3 This is a schematic diagram of the structure of the first reserved steel bar on the bottom plate in Embodiment 1 of the present invention.

[0026] Figure 4 This is a schematic diagram of the combination of the first reserved steel bar and the long steel bar in Embodiment 1 of the present invention.

[0027] Figure 5 This is a schematic diagram of the cooperation between the prefabricated swimming pool unit and the support pile in Embodiment 1 of the present invention.

[0028] The markings in the diagram are: 1-prefabricated swimming pool unit, 11-bottom slab, 12-wall panel, 13-first reserved reinforcement, 2-support pile, 21-central support pile, 22-outer support pile, 23-second reserved reinforcement, 24-pile column, 25-pile cap, 26-third reserved reinforcement, 27-through hole, 3-gap, 4-long reinforcement. Detailed Implementation

[0029] The present invention will now be described in further detail with reference to specific embodiments. However, this should not be construed as limiting the scope of the present invention to the following embodiments; all technologies implemented based on the content of the present invention fall within the scope of the present invention.

[0030] Unless otherwise specified, the use of terms such as "upper," "lower," "left," "right," "center," "inner," and "outer" to indicate orientation or positional relationships in the description of specific embodiments of the present invention is based on the orientation or positional relationships shown in the accompanying drawings, or the orientation or positional relationship in which the product / equipment / device is typically placed during use. These terms are merely for the purpose of facilitating the description of the present invention or simplifying the description in specific embodiments, enabling those skilled in the art to quickly understand the solution, and do not indicate or imply that a particular device / component / element must have a specific orientation, or be constructed and operated in a specific positional relationship. Therefore, they should not be construed as limitations on the present invention.

[0031] Furthermore, the use of terms such as "horizontal," "vertical," "suspended," and "parallel" does not imply that the corresponding device / component / element must be absolutely horizontal, vertical, suspended, or parallel, but rather that it can be slightly tilted or have a deviation. For example, "horizontal" merely means that its direction is more horizontal relative to "vertical," not that the structure must be completely horizontal, but that it can be slightly tilted. Alternatively, it can be simplified to mean that the corresponding device / component / element, when set in a "horizontal," "vertical," "suspended," or "parallel" direction, can have an error / deviation of ±10% relative to the corresponding direction, more preferably within ±8%, more preferably within ±6%, more preferably within ±5%, and more preferably within ±4%. As long as the corresponding device / component / element is within the error / deviation range, it can still achieve its function in the present invention.

[0032] Furthermore, the use of terms such as "first," "second," "third," etc. in terminology is merely for distinguishing identical or similar components and should not be interpreted as emphasizing or implying the relative importance of a particular component.

[0033] Furthermore, in the description of the embodiments of the present invention, "several", "more than", and "a number of" represent at least two. The number can be any number, such as 2, 3, 4, 5, 6, 7, 8, or 9, and can even exceed nine.

[0034] Furthermore, in the description of the technical solution of this invention, unless otherwise explicitly specified / limited / restricted, the terms "set up," "install," "connect," "link," "provided with," "laid out," and "arranged" should be interpreted broadly. For example, they can refer to fixed connections, detachable connections, or integral connections; they can refer to common connection methods in the art, such as welding, riveting, bolting, and threaded connections. Such connections can be mechanical, electrical, or communication connections; they can be direct connections or indirect connections through an intermediate medium; and they can refer to the internal communication between two components.

[0035] Example 1

[0036] like Figures 1 to 5 As shown, a swimming pool includes multiple prefabricated pool units 1 and multiple support piles 2.

[0037] All prefabricated pool units 1 can be assembled to form a pool-shaped structure, which is the pool body. After all prefabricated pool units 1 are assembled to form the pool body, adjacent prefabricated pool units 1 can be connected together by pouring to form a stable pool.

[0038] By dividing the swimming pool into multiple prefabricated swimming pool units 1, the corresponding operations can be carried out sequentially on each prefabricated swimming pool unit 1 in each step of prefabrication, lifting, and transportation, which greatly reduces the weight and volume required during the operation and facilitates each step.

[0039] Multiple support piles 2 are arranged in the water to support all the precast pool units 1, so that the pool body is higher than the water surface in the pool construction area, thereby facilitating the subsequent pouring and connection of all the precast pool units 1 together.

[0040] The structure of the prefabricated pool unit 1 varies depending on the specific part of the pool it corresponds to. If the prefabricated pool unit 1 corresponds to the area where the pool meets the edge, it has a base plate 11 and wall panels 12. If the prefabricated pool unit 1 corresponds to the area where the pool does not meet the edge, it only has a base plate 11. Here, the base plates 11 of all prefabricated pool units 1 cooperate to form the base plate 11 of the pool body, and the wall panels 12 of all prefabricated pool units 1 cooperate to form the wall panels 12 of the pool body.

[0041] There is a gap 3 between the bottom plates 11 of adjacent precast pool units 1, and the edge of the bottom plate 11 of the precast pool unit 1 facing the adjacent gap 3 is defined as the casting edge.

[0042] In one or more embodiments, the gap 3 has a gap that allows concrete to be injected, thereby facilitating the pouring of concrete in the gap 3 to connect adjacent prefabricated pool units 1 together, thereby improving the stability of the pool.

[0043] The cross-sectional shape of the joint 3 is determined by the surface shape of the casting edges on both sides of the joint 3. When the surfaces of the casting edges on both sides of the joint 3 are inclined, the cross-sectional shape of the joint 3 is V-shaped; when the surfaces of the casting edges on both sides of the joint 3 are vertical, the cross-sectional shape of the joint 3 is square.

[0044] In an optional embodiment, the pool body has a hollow central portion, and all the slits 3 extend radially outward from the central portion along the pool body; any two slits 3 are connected at the central portion. That is, one end of all the slits 3 converges at the central portion of the pool body.

[0045] At this time, as Figures 2 to 3 As shown, with all the seams 3 cut in, the bottom plate 11 of multiple prefabricated pool units 1 is close to a fan shape. At this time, all prefabricated pool units 1 have a bottom plate 11 and a wall panel 12.

[0046] Based on this, such as Figures 1 to 2 As shown, one of the supporting piles 2 is defined as the central supporting pile 21, and the remaining supporting piles 2 are defined as the peripheral supporting piles 22. All the peripheral supporting piles 22 are arranged around the central supporting pile 21. The central supporting pile 21 is supported at the position of the central part of the pool body, and at the same time supports the tip parts of the bottom plates 11 of all precast pool units 1. The peripheral supporting piles 22 correspond one-to-one with the joints 3. The peripheral supporting piles 22 are supported at the positions of the pool body corresponding to the joints 3, and at the same time support the casting edges of the bottom plates 11 of two adjacent precast pool units 1.

[0047] At this time, each precast pool unit 1 is supported by three support piles 2, and the three support piles 2 are arranged in a triangle, which can provide sufficiently stable support for each precast pool unit 1. At the same time, when the joint 3 is poured, the poured concrete can connect with the top of the support piles 2 simultaneously, thereby improving the stability of the pool. In addition, this support method requires fewer support piles 2, reducing the cost of arranging support piles 2.

[0048] In one or more embodiments, such as Figure 3 As shown, the precast swimming pool unit 1 has multiple first reserved steel bars 13 at its casting edge, and these first reserved steel bars 13 extend into the adjacent joints 3. When the joints 3 are cast, the first reserved steel bars 13 are embedded in the concrete cast into the joints 3, further improving the connection strength between adjacent precast swimming pool units 1, thereby improving the stability of the swimming pool.

[0049] The first reserved reinforcing bar 13 can be the free end of a reinforcing bar extending from the edge of the pouring, with the free end extending straight into the adjacent gap 3; or it can be the middle part of the reinforcing bar exposed at the edge of the pouring, i.e., as shown in the example. Figure 3 As shown, one section of the reinforcing bar is exposed outside the casting edge, and is bent so that both ends of the reinforcing bar are still inside the precast pool unit 1.

[0050] In an optional embodiment, based on the first reserved reinforcing bar 13 being the middle part of the reinforcing bar exposed at the edge of the pouring, multiple first reserved reinforcing bars 13 are arranged side by side along the length direction of the corresponding joint 3. Each first reserved reinforcing bar 13 is bent to cooperate with the precast pool unit 1 to form a through hole. In any joint 3, two sets of first reserved reinforcing bars 13 located at two adjacent pouring edges are staggered. Thus, when the joint 3 is poured, all the first reserved reinforcing bars 13 are bent and hooked into the concrete of the joint 3, further improving the connection strength of adjacent precast pool units 1, thereby improving the stability of the pool.

[0051] Meanwhile, in any of the aforementioned gaps 3, the through holes of all the first reserved reinforcing bars 13 are fitted together to form a channel through which straight reinforcing bars can pass. Thus, by inserting straight reinforcing bars through the through holes of all the first reserved reinforcing bars 13 and by binding or welding the straight reinforcing bars to all the first reserved reinforcing bars 13, and by binding or welding the two sets of first reserved reinforcing bars 13 together at two adjacent casting edges, the connection strength of adjacent precast pool units 1 is further improved, thereby improving the stability of the pool.

[0052] Based on this, straight reinforcing bars are defined as radial reinforcing bars; where radial reinforcing bars refer to reinforcing bars extending outward from the center of the pool body. In any of the aforementioned gaps 3, multiple radial reinforcing bars are threaded through all channels, and the radial reinforcing bars are connected to the first reserved reinforcing bar 13 by binding or welding.

[0053] At this point, in any gap 3, all radial steel bars and all first reserved steel bars 13 cooperate to form a structure resembling a steel cage. All steel bars under this structure have strong connection strength, which can improve the connection strength between two adjacent prefabricated pool units 1, thereby improving the stability of the pool.

[0054] Each radial steel bar can be an independent component or a segment of a long steel bar 4.

[0055] In optional implementations, such as Figure 4As shown, in any two of the joints 3, a plurality of radial reinforcing bars in one joint 3 correspond one-to-one with a plurality of radial reinforcing bars in the other joint 3. The two corresponding radial reinforcing bars are connected at the central part and together form a long reinforcing bar 4. That is, a complete long reinforcing bar 4, with its middle part located at the center of the pool body, and its two ends serving as different radial reinforcing bars, respectively passing through the channels in different joints 3 from the center of the pool body and connecting with the first reserved reinforcing bar 13 in the corresponding joint 3. Thus, by having the long reinforcing bar 4 participate in the connection of the reinforcing bars in different joints 3, the situation where the reinforcing bars in different joints 3 are too independent can be avoided, so that the reinforcing bars in multiple joints 3 can be connected, further improving the connection strength between more prefabricated pool units 1, thereby improving the stability of the pool.

[0056] The term "long steel bar 4" does not refer to a limitation on the length of the steel bar, but rather to the fact that the length of the steel bar is longer than that of the radial steel bar.

[0057] The number of prefabricated pool units 1 is determined by the lifting capacity of the on-site hoisting equipment. Therefore, the number of prefabricated pool units 1 can be two or more, and the number of gaps 3 can be one or more accordingly.

[0058] When the number of the slots 3 is even and at least 4 (6 in the illustration), in an optional embodiment, the two radial steel bars constituting the long steel bar 4 pass through the two oppositely arranged slots 3 respectively. That is, in any two oppositely arranged slots 3, the plurality of radial steel bars in one slot 3 correspond one-to-one with the plurality of radial steel bars in the other slot 3, and the two corresponding radial steel bars are connected at the central part to jointly form a long steel bar 4.

[0059] The explanation of the two relatively set gaps is as follows: Suppose there are 2n gaps, where n≥2. In this case, one of the gaps is called the first gap, and the remaining gaps are called the second gap, the third gap, ..., the (2n-1)th gap, and the 2nth gap in a clockwise direction. Based on this, the first gap and the (n+1)th gap are set relatively, the second gap and the (n+2)th gap are set relatively, ..., the nth gap and the 2nth gap are set relatively.

[0060] Therefore, as Figure 4 As shown, all the long steel bars 4 intersect or overlap at the center, forming a mesh structure at the center. This allows all the long steel bars 4 to share the load, further improving the connection strength between all the prefabricated pool units 1 and thus enhancing the stability of the pool.

[0061] In one or more embodiments, the top of the support pile 2 has a plurality of second reserved reinforcing bars 23, wherein at least one of the second reserved reinforcing bars 23 extends into the corresponding gap 3. Thus, when the gap 3 is poured, the second reserved reinforcing bars 23 are embedded in the concrete poured into the gap 3, thereby increasing the connection strength between the support pile 2 and the pool body, and further improving the stability of the pool.

[0062] In an optional embodiment, a plurality of second reserved steel bars 23 are circumferentially distributed around the axis of the support pile 2 at the top of the support pile 2, thereby adapting to different azimuth angles of different gaps 3 and production errors of the prefabricated pool unit 1, so that at least some of the second reserved steel bars 23 can enter the corresponding gaps 3; wherein, at least some of the second reserved steel bars 23 located within the shadow range of the corresponding gap 3 projected onto the top of the support pile 2 extend into the corresponding gap 3 and abut against the first reserved steel bar 13 by bending, thereby hooking the second reserved steel bar 23 onto the first reserved steel bar 13, and simultaneously hooking the second reserved steel bar 23 into the concrete of the gap 3 by bending, thereby further improving the connection strength between the support pile 2 and the pool body, thereby improving the stability of the pool; if there are some second reserved steel bars 23 located outside the shadow range of the corresponding gap 3 projected onto the top of the support pile 2, these second reserved steel bars 23 are cut off to avoid interfering with the placement of the prefabricated pool unit 1 on the top of the support pile 2. As shown in the figure, all the second reserved steel bars 23 are within the shadow range of the corresponding gap 3 projected onto the top of the support pile 2.

[0063] In one or more embodiments, the support pile 2 includes a pile column 24 and a pile cap 25. The pile cap 25 is installed on top of the pile column 24, and the top diameter of the pile cap 25 is larger than the top diameter of the pile column 24. The pile cap 25 increases the contact area between the support pile 2 and the prefabricated swimming pool unit 1, thereby improving the supporting effect of the support pile 2 on the prefabricated swimming pool unit 1.

[0064] In an optional embodiment, the pile column 24 has a through hole 27 along its axis inside, and the top surface of the pile column 24 has a top opening of the through hole 27 at its center. The pile cap 25 has a hole on its inner side that fits the top of the pile column 24. The pile cap 25 is provided with a plurality of third reserved reinforcing bars 26, which are located in the holes, and the free ends of the third reserved reinforcing bars 26 extend from the top opening of the through hole 27 into the through hole 27. This achieves the connection between the pile cap 25 and the pile column 24.

[0065] The arrangement of the first reserved steel bar 13, the second reserved steel bar 23, the third reserved steel bar 26, and the long steel bar 4 can be as follows: Figure 5 As shown.

[0066] Example 2

[0067] A construction method for an inflatable swimming pool, applied to any of the inflatable swimming pools described in Example 1, includes the following steps:

[0068] Multiple prefabricated pool units 1 are hoisted onto support piles 2, and the multiple prefabricated pool units 1 are assembled to form the pool body;

[0069] The joint 3 between multiple prefabricated pool units 1 is poured.

[0070] By dividing the swimming pool into multiple prefabricated swimming pool units 1, the corresponding operations can be carried out sequentially on each prefabricated swimming pool unit 1 in each step of prefabrication, lifting, and transportation, which greatly reduces the weight and volume required during the operation and facilitates each step.

[0071] Multiple support piles 2 are arranged in the water to support all the precast pool units 1, so that the pool body is higher than the water surface in the pool construction area, thereby facilitating the subsequent pouring and connection of all the precast pool units 1 together.

[0072] For some projects where the bottom of the swimming pool needs to enter the water, in order to reduce the impact of the water on the pouring between the prefabricated pool units 1, the following step can be included before the step of hoisting multiple prefabricated pool units 1 onto the support piles 2:

[0073] A cofferdam was used to surround the pool construction area, and water was pumped out until the water level inside the cofferdam was lower than the top of the support pile 2.

[0074] This makes the water level in the pool construction area lower than the top of the support pile 2, which facilitates the subsequent pouring and connection of all precast pool units 1 together.

[0075] In an optional implementation, a method for constructing a floating swimming pool may include the following steps:

[0076] S1. Lay out piles 24 in the water and install pile caps 25 on the piles 24 to form support piles 2;

[0077] S2. Use a cofferdam to surround the pool construction area and pump water until the water level inside the cofferdam is lower than the top of the support pile 2.

[0078] S3. All prefabricated pool units 1 are hoisted onto the support piles 2 in sequence, and the gaps 3 between adjacent prefabricated pool units 1 are aligned with the center of the support piles 2, and the multiple prefabricated pool units 1 are assembled to form the pool body.

[0079] S4. The portion of the second reserved steel bar 23 extending into the corresponding gap 3 is bent and abutted against the first reserved steel bar 13.

[0080] S5. Multiple long steel bars 4 are inserted into multiple gaps 3. Each long steel bar 4 passes through the central part and its two ends serve as two radial steel bars that pass through all the first reserved steel bars 13 in two of the gaps 3 respectively. All the radial steel bars and all the first reserved steel bars 13 in the two gaps 3 are connected together.

[0081] S6. The gap 3 between multiple prefabricated pool units 1 is poured to connect all prefabricated pool units 1 and the supporting piles 2 together, thereby forming the required water pool.

[0082] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

Claims

1. A floating swimming pool, characterized in that, include: Prefabricated pool unit (1), multiple prefabricated pool units (1) cooperate to form the pool body; Support piles (2), a plurality of said support piles (2) support all said prefabricated pool units (1); There is a gap (3) between the bottom plates (11) of adjacent precast pool units (1), and the gap (3) has a gap that allows concrete to be injected. The pool body has a central portion, and all the slits (3) extend outward from the central portion along the radial direction of the pool body; Any two of the aforementioned slits (3) are connected at the central portion; One of the support piles (2) is defined as the central support pile (21), and the remaining support piles (2) are defined as the peripheral support piles (22), with all the peripheral support piles (22) arranged around the central support pile (21); The central support pile (21) is supported at the location of the central part of the pool body, and simultaneously supports all prefabricated pool units (1); The outer support piles (22) correspond one-to-one with the gaps (3). The outer support piles (22) support the pool body at the position corresponding to the gaps (3) and simultaneously support the two adjacent prefabricated pool units (1) so that each prefabricated pool unit (1) is supported by three support piles (2), and the three support piles (2) are arranged in a triangle. The edge of the bottom plate (11) of the precast swimming pool unit (1) facing the adjacent joint (3) is defined as the casting edge; The precast swimming pool unit (1) has a plurality of first reserved steel bars (13) at its casting edge, and the plurality of first reserved steel bars (13) extend into the corresponding gap (3); Multiple first reserved steel bars (13) are arranged side by side along the length direction of the corresponding joint (3), and each first reserved steel bar (13) forms a through hole by bending and cooperating with the prefabricated swimming pool unit (1); In any of the gaps (3), two sets of the first reserved steel bars (13) are staggered at two adjacent pouring edges, and the through holes of all the first reserved steel bars (13) are matched to form a channel. Multiple radial steel bars are inserted in all the channels, and the radial steel bars are connected to the first reserved steel bars (13). The number of the slits (3) is even and at least 4; In any two gaps (3) that are set opposite to each other, a plurality of radial steel bars in one gap (3) correspond one-to-one with a plurality of radial steel bars in the other gap (3), and the two radial steel bars that correspond to each other are connected at the central part and together form a long steel bar (4).

2. A swimming pool according to claim 1, characterized in that, The top of the support pile (2) has a plurality of second reserved steel bars (23), wherein at least one of the second reserved steel bars (23) extends into the corresponding gap (3).

3. A swimming pool according to claim 1, characterized in that, The support pile (2) includes a pile column (24) and a pile cap (25). The pile cap (25) is installed on the top of the pile column (24), and the top diameter of the pile cap (25) is larger than the top diameter of the pile column (24).

4. A construction method for a floating swimming pool, characterized in that, Applied to a swimming pool as described in any one of claims 1-3, comprising the steps of: Multiple prefabricated pool units (1) are hoisted onto support piles (2), and the multiple prefabricated pool units (1) are assembled to form the pool body; The gap (3) between multiple prefabricated pool units (1) is poured.

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