Anti-seismic special-shaped swimming pool assembly type design structure

Abstract

The utility model discloses an anti-seismic special-shaped swimming pool assembly type design structure which comprises a swimming pool main body structure which comprises a swimming pool inner platform, a curved swimming pool side wall and a swimming pool outer platform which are arranged from inside to outside. The overflow groove is formed in the outer platform of the swimming pool and at the edge of the side wall of the curved swimming pool; the overflowing grate is arranged at the top of the overflowing groove, and a plurality of overflowing holes are formed in the middle of the overflowing grate; the supporting structure comprises a hinged base frame and a plurality of sets of inclined strut structures, the end of the hinged base frame is positioned on the side wall of the overflow groove, the inclined strut structures are rotationally connected to a middle shaft of the hinged base frame, the ends of the inclined strut structures are rotationally connected to hinged bases, and the hinged bases are positioned on the side wall of the overflow groove. And the high-strength connecting rods on the inner sides of the hinge seats penetrate through the side wall of the curved swimming pool and are inserted into the facing bricks on the side wall of the curved swimming pool. The special-shaped swimming pool can solve the problems that the internal structure of an existing special-shaped swimming pool is prone to damage and surface bricks fall off due to the fact that the side wall of the swimming pool is affected by wind force when the swimming pool is subjected to external vibration.

Description

Technical Field

[0001] This utility model relates to the field of building decoration technology, specifically to a prefabricated design structure for earthquake-resistant irregular-shaped swimming pools. Background Technology

[0002] With economic development, high-rise and even super high-rise hotel buildings are constantly emerging, and swimming pools, as an essential facility for high-end hotels, are increasingly appearing at high altitudes. Infinity pools have become a new favorite among hotel designers. However, high-rise buildings experience significant swaying during earthquakes and strong winds, with the amplitude increasing with the height of the building. Therefore, there are strict requirements for the seismic resistance of high-rise steel structure swimming pools, especially for irregularly shaped pools which are prone to structural weaknesses. Existing irregularly shaped pools are susceptible to internal structural damage and surface tile detachment due to external vibrations and wind forces affecting their sidewalls. Utility Model Content

[0003] The purpose of this utility model is to provide a prefabricated design structure for earthquake-resistant irregular-shaped swimming pools, in order to solve the problems that existing irregular-shaped swimming pools are prone to internal structural damage and surface brick detachment due to external vibrations and wind action on their side walls.

[0004] To achieve the above objectives, this utility model adopts the following technical solution: a prefabricated design structure for an earthquake-resistant irregular-shaped swimming pool, comprising:

[0005] The main structure of the swimming pool includes an inner pool platform, curved pool side walls, and an outer pool platform arranged from the inside out.

[0006] An overflow trough is provided on the outer platform of the pool, at the edge of the curved pool sidewall;

[0007] An overflow grate is installed on the top of the overflow trough, with several overflow holes in its middle.

[0008] The supporting structure includes a hinged base frame and several sets of diagonal bracing structures. The ends of the hinged base frame are positioned on the side wall of the overflow trough. The diagonal bracing structures are rotatably connected to the central axis of the hinged base frame. The ends of the diagonal bracing structures are rotatably connected to a hinge seat. The hinge seat is positioned on the side wall of the overflow trough. A high-strength connecting rod inside the hinge seat passes through the curved pool side wall and is inserted into the decorative bricks of the curved pool side wall.

[0009] As a further description of the above technical solution:

[0010] Anti-slip bricks are laid on the platform outside the swimming pool.

[0011] As a further description of the above technical solution:

[0012] Several of the overflow grates are joined together and embedded into the countersunk groove on the top side of the overflow channel.

[0013] As a further description of the above technical solution:

[0014] The support structure is located below and to the outside of several of the flow holes.

[0015] As a further description of the above technical solution:

[0016] The diagonal bracing structure includes a sleeve and a support rod. The sleeve of the innermost diagonal bracing structure is fitted onto the central shaft, and the sleeve of the outer diagonal bracing structure is fitted onto the sleeve of the inner diagonal bracing structure. The support rod is inclined and its inner end is radially positioned on the sleeve, and its outer end is rotatably connected to the hinge seat.

[0017] As a further description of the above technical solution:

[0018] The support rods of adjacent diagonal bracing structures have opposite inclination directions.

[0019] As a further description of the above technical solution:

[0020] The high-strength connecting rods are inclinedly arranged inside the curved pool sidewall, and the high-strength connecting rods that are connected to adjacent hinge seats are inclined in opposite directions.

[0021] As a further description of the above technical solution:

[0022] The end of the high-strength connecting rod is inserted into a slot on the back of the decorative brick.

[0023] In summary, by adopting the above technical solution, this utility model has the following beneficial effects compared with the prior art:

[0024] This utility model's irregularly shaped swimming pool, by incorporating a support structure within the overflow channel, enhances its buffering effect against external vibrations and wind impacts on the pool surface, thereby improving structural strength and seismic performance. The support structure, connected to the decorative bricks on the curved pool sidewalls via high-strength connecting rods, improves the assembly strength of the bricks, preventing them from detaching and achieving a waterproof effect. Furthermore, the diagonal bracing structure and high-strength connecting rods are all assembled at an angle to further enhance the structure's seismic and impact resistance. Attached Figure Description

[0025] To more clearly illustrate the technical solutions of the embodiments of this utility model, the drawings used in the embodiments will be briefly introduced below. It should be understood that the following drawings only show some embodiments of this utility model and should not be regarded as a limitation on the scope. For those skilled in the art, other related drawings can be obtained based on these drawings without creative effort.

[0026] Figure 1This is a partial structural diagram of a prefabricated design structure for an earthquake-resistant irregular-shaped swimming pool.

[0027] Figure 2 This is a partial sectional view of the supporting structure of a prefabricated design structure for an earthquake-resistant irregular-shaped swimming pool.

[0028] Figure 3 This is a schematic diagram of the supporting structure in a prefabricated design of an earthquake-resistant irregular-shaped swimming pool.

[0029] Legend:

[0030] 1. In-pool platform; 2. Curved pool sidewall; 3. Out-of-pool platform; 4. Overflow channel; 5. Flow grate; 6. Flow hole; 7. Hinged base frame; 8. Central axis; 9. Diagonal bracing structure; 91. Sleeve; 92. Support rod; 10. Hinged seat; 11. High-strength connecting rod; 12. Facing brick; 13. Slot. Detailed Implementation

[0031] 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 scope of protection of the present utility model.

[0032] In the description of this utility model, it should be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0033] Please see Figure 1-3 This utility model provides a technical solution: a prefabricated design structure for an earthquake-resistant irregular-shaped swimming pool, comprising:

[0034] The main structure of the swimming pool includes an inner pool platform 1, a curved pool side wall 2, and an outer pool platform 3 arranged from the inside out.

[0035] An overflow trough 4 is located on the outer platform 3 of the swimming pool, at the edge of the curved side wall 2 of the swimming pool.

[0036] The overflow grate 5 is arranged on the top of the overflow trough 4, and a number of overflow holes 6 are provided in the middle of it;

[0037] The supporting structure includes a hinged base frame 7 and several sets of diagonal bracing structures 9. The end of the hinged base frame 7 is positioned on the side wall of the overflow trough 4. The diagonal bracing structures 9 are rotatably connected to the central shaft 8 of the hinged base frame 7. The end of the diagonal bracing structures 9 is rotatably connected to the hinge seat 10. The hinge seat 10 is positioned on the side wall of the overflow trough 4. The high-strength connecting rod 11 inside the hinge seat 10 passes through the curved pool side wall 2 and is inserted into the decorative brick 12 of the curved pool side wall 2.

[0038] Anti-slip bricks are laid on the outdoor platform 3 of the swimming pool to improve the safety of swimming pool use.

[0039] Several overflow grates 5 are joined together at their ends and embedded into the countersunk groove on the top side of the overflow trough 4.

[0040] The support structure is located below and to the outside of several of the overflow holes 6 to prevent water flowing into the overflow tank 4 from contaminating the support structure.

[0041] The diagonal bracing structure 9 includes a sleeve 91 and a support rod 92. The innermost sleeve 91 of the diagonal bracing structure 9 is fitted onto the central shaft 8, and the outermost sleeve 91 of the diagonal bracing structure 9 is fitted onto the inner sleeve 91. The support rod 92 is inclined and its inner end is radially positioned on the sleeve 91, while its outer end rotatably connects to the hinge seat 10. The support structure is a prefabricated component and can be directly transported to the construction site for assembly.

[0042] The support rods 92 of adjacent diagonal bracing structures 9 are inclined in opposite directions to ensure the stability of the support effect on the curved pool sidewall 2 and the pool external platform 3.

[0043] The high-strength connecting rod 11 is inclinedly arranged inside the curved pool side wall 2, and the high-strength connecting rods 11 that are connected to adjacent hinge seats 10 have opposite inclination directions. The end of the high-strength connecting rod 11 is inserted into the slot 13 on the back of the decorative brick 12. Thus, by using high-strength connecting rods 11 with different inclination angles to connect with the decorative brick 12, the positioning strength is improved.

[0044] The assembly process of a prefabricated design structure for an earthquake-resistant irregular-shaped swimming pool in this embodiment includes: firstly, manufacturing the main structure of the swimming pool; when the base layer of the curved swimming pool sidewall 2 is formed, a high-strength connecting rod 11 is embedded in it and positioned; the high-strength connecting rod 11 can be made of high-strength steel bars; the hinge seat 10 is connected to the high-strength connecting rod 11 and positioned in the overflow trough 4; the hinge base frame 7 is positioned in the overflow trough 4 by the arc plate at the end; the diagonal bracing structure 9 rotates and unfolds along the central axis 8 and is connected to the corresponding hinge seat 10; the overflow grate 5 is assembled on the top of the overflow trough 4; finally, the slot 13 of the facing brick 12 is inserted into the high-strength connecting rod 11, so that the facing brick 12 is bonded to the curved swimming pool sidewall 2.

[0045] In summary, due to the adoption of the above technical solutions, the earthquake-resistant irregular-shaped swimming pool prefabricated design structure of this embodiment has the following advantages compared with the prior art:

[0046] This utility model's irregularly shaped swimming pool, by incorporating a support structure within the overflow channel, enhances its buffering effect against external vibrations and wind impacts on the pool surface, thereby improving structural strength and seismic performance. The support structure, connected to the decorative bricks on the curved pool sidewalls via high-strength connecting rods, improves the assembly strength of the bricks, preventing them from detaching and achieving a waterproof effect. Furthermore, the diagonal bracing structure and high-strength connecting rods are all assembled at an angle to further enhance the structure's seismic and impact resistance.

[0047] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. A prefabricated design structure for an earthquake-resistant irregular-shaped swimming pool, characterized in that, include: The main structure of the swimming pool includes an inner pool platform, curved pool side walls, and an outer pool platform arranged from the inside out. An overflow trough is provided on the outer platform of the pool, at the edge of the curved pool sidewall; An overflow grate is installed on the top of the overflow trough, with several overflow holes in its middle. The supporting structure includes a hinged base frame and several sets of diagonal bracing structures. The ends of the hinged base frame are positioned on the side wall of the overflow trough. The diagonal bracing structures are rotatably connected to the central axis of the hinged base frame. The ends of the diagonal bracing structures are rotatably connected to a hinge seat. The hinge seat is positioned on the side wall of the overflow trough. A high-strength connecting rod inside the hinge seat passes through the curved pool side wall and is inserted into the decorative bricks of the curved pool side wall.

2. The prefabricated design structure for an earthquake-resistant irregular-shaped swimming pool according to claim 1, characterized in that, Anti-slip bricks are laid on the platform outside the swimming pool.

3. The prefabricated design structure for an earthquake-resistant irregular-shaped swimming pool according to claim 1, characterized in that, Several of the overflow grates are joined together and embedded into the countersunk groove on the top side of the overflow channel.

4. The prefabricated design structure for an earthquake-resistant irregular-shaped swimming pool according to claim 1, characterized in that, The support structure is located below and to the outside of several of the flow holes.

5. The prefabricated design structure for an earthquake-resistant irregular-shaped swimming pool according to claim 1, characterized in that, The diagonal bracing structure includes a sleeve and a support rod. The sleeve of the innermost diagonal bracing structure is fitted onto the central shaft, and the sleeve of the outer diagonal bracing structure is fitted onto the sleeve of the inner diagonal bracing structure. The support rod is inclined and its inner end is radially positioned on the sleeve, and its outer end is rotatably connected to the hinge seat.

6. The prefabricated design structure for an earthquake-resistant irregular-shaped swimming pool according to claim 5, characterized in that, The support rods of adjacent diagonal bracing structures have opposite inclination directions.

7. The prefabricated design structure for an earthquake-resistant irregular-shaped swimming pool according to claim 1, characterized in that, The high-strength connecting rods are inclinedly arranged inside the curved pool sidewall, and the high-strength connecting rods that are connected to adjacent hinge seats are inclined in opposite directions.

8. The prefabricated design structure for an earthquake-resistant irregular-shaped swimming pool according to claim 1, characterized in that, The end of the high-strength connecting rod is inserted into a slot on the back of the decorative brick.

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