Pool with fabricated stress pool wall and construction method

Abstract

The invention provides a pool with an assembly type stress pool wall and a construction method, relates to the field of pool construction, and aims to solve the problems that in the prior art, the original pool wall is damaged due to the fact that the amount of embedded steel bars is large, and the requirement for pool transformation is difficult to meet. The embedded ribs are connected to the bottom of the middle newly-added pool wall component, the embedded ribs are embedded into the bottom plate of the pool body, compared with the prior art, the number of the embedded ribs is reduced, the anchoring assembly is arranged, the anchor cable penetrates through the two side walls and the middle newly-added pool wall and is tensioned through the anchorage device, lateral deformation of the middle newly-added pool wall due to the water level difference can be limited, and the water level difference is reduced. Lateral deformation accumulation is reduced, so that the overall stability of the structure is improved, and the problem of poor overall stability in the prior art is solved; through construction prefabrication and mechanical connection, on-site pouring operation is reduced, and the project implementation period is greatly shortened by shortening the concrete curing time.

Description

Technical Field

[0001] The present invention relates to the field of pool construction, and particularly to a pool with an assembled stressed pool wall and a construction method thereof. Background Art

[0002] With the advancement of urbanization, the amount of civil and industrial sewage treatment is increasing day by day, the content of various pollutants in sewage is increasing sharply, and the pressure on environmental protection treatment is becoming greater and greater. Therefore, the environmental protection department strengthens the requirements for the effluent quality of sewage treatment. In order to strengthen environmental protection governance and meet the requirements for the effluent quality of the plant, the water service industry adopts the form of in-situ upgrading and technical transformation, increases the original water treatment process, and as a single component of the water plant, the adjustment of the pool structure is an important part of the process adjustment. There are requirements for adding pool walls in many pools. At present, the method of adding pool walls is to realize the construction of the pool wall by means of planting steel bars, tying steel bars, and pouring concrete. Construction sites need to set up scaffolding, formwork, supports and other processes. The construction process is complex, the construction efficiency is low, and the maintenance period is too long. In addition, due to the intensive planting of steel bars on the original pool wall, there is strong damage to the original pool wall, resulting in damage to the original structure; there are quality problems that cannot be predicted in the quality and depth of the planted steel bars, resulting in the inability of the added pool wall in the added pool to fully achieve the stress state under the ideal design, resulting in cracking and leakage of the added pool wall, and even the risk of overturning.

[0003] Chinese Patent (Publication No. CN 117703152 A, Publication Date: March 15, 2024) discloses an assembled precast pool wall panel connection node and its construction method. The precast wall panel structure includes a T-shaped precast outer shell structure. When the structure is subjected to tensile force, the T-shaped precast structure can improve the tensile performance of the pool wall panel. Compared with the existing precast wall panel structure, the tensile performance of the structure composed of the precast wall panel and UHPC is improved, but it only relies on the cast-in-place joint between components or single-row anchor bolts, and the shear resistance is weak. The lateral deformation accumulates due to the water level difference, resulting in poor overall stability, and there is still the problem of a large amount of steel bar planting and damage to the original pool wall, which is difficult to meet the requirements of pool renovation. Summary of the Invention

[0004] The purpose of the present invention is to address the defects existing in the prior art, and provide a pool with an assembled stressed pool wall and a construction method thereof. By adopting an assembled newly added pool wall in the middle, and only implanting steel bars at the bottom of the pool wall components of the newly added pool wall in the middle, the steel bars are implanted into the pool bottom slab, reducing the amount of steel bar planting compared with the prior art. The setting of the anchoring assembly, the anchor cable penetrates through the side walls on both sides and the newly added pool wall in the middle and is tensioned by the anchor, which can limit the lateral deformation of the newly added pool wall in the middle caused by the water level difference, reduce the accumulation of lateral deformation, and improve the overall stability of the structure, solving the problem of poor overall stability in the prior art.

[0005] The first object of the present invention is to provide a pool with an assembled stressed pool wall, adopting the following scheme:

[0006] Comprising:

[0007] The original pool wall, with a pool body formed inside;

[0008] A newly added middle pool wall, located inside the pool body, extending to one side wall of the pool body on one side and to the other side wall of the pool body on the other side. The newly added middle pool wall comprises multiple pool wall components spliced in sequence. The bottom of the pool wall component is connected with implanted bars, and the implanted bars are implanted into the pool bottom slab;

[0009] An anchoring assembly, comprising a cable and an anchor. One end of the cable cooperates with the anchor and abuts against the outer surface of one side wall. The other end passes through one side wall, the newly added middle pool wall and the other side wall in sequence and then cooperates with the anchor to abut against the outer surface of the other side wall, and the anchor tensions the cable.

[0010] Further, the cable is arranged along the splicing direction of the pool wall components, and the pool wall components are provided with cable holes for the cable to pass through.

[0011] Further, multiple cables are provided, which are arranged at intervals vertically along the pool wall components. One of the cables passes through the top end of the newly added middle pool wall, and the rest of the cables are located between the top end and the bottom end of the newly added middle pool wall.

[0012] Further, the top end of the newly added middle pool wall is connected with extended bars, and the capping beam is connected through the extended bars. The axis of the capping beam is distributed parallel to the splicing direction of the pool wall components, and both ends of the capping beam extend to the side walls and are connected with the side walls respectively.

[0013] Further, the main bars inside the capping beam are connected with the extended bars, and the capping beam and the newly added middle pool wall are distributed in the same plane.

[0014] Further, a grouting sleeve is installed at the bottom of the pool wall component. The grouting sleeve is provided with an opening for the implanted bar to insert. The pool bottom slab is pre-set with implanted bars, and an anchoring agent is filled between the implanted bars and the grouting sleeve.

[0015] Further, multiple grouting sleeves are provided on the pool wall component, and the grouting sleeves and the implanted bars are distributed in one-to-one correspondence.

[0016] Further, an opening is provided on the side surface of the pool wall component, and the side surfaces of adjacent pool wall components are spliced through the opening.

[0017] The second object of the present invention is to provide a construction method of a pool with an assembled stressed pool wall as described in the first object, comprising:

[0018] Precasting pool wall components;

[0019] On-site construction, constructing implanted bars on the pool bottom slab of the original pool wall, installing the pool wall components, the bottom of the pool wall component cooperating with the implanted bars, and the side surfaces of adjacent pool wall components being spliced;

[0020] The cable anchor penetrates through the side wall of the pool body, and anchor fittings are installed at both ends of the cable anchor for tensioning.

[0021] Furthermore, according to the height of the newly added middle pool wall, it is possible to choose to construct a capping beam at the top of the newly added middle pool wall to connect to the original pool wall, or to choose to tension the cable anchors at the top and middle parts of the newly added middle pool wall respectively.

[0022] Compared with the prior art, the advantages and positive effects of the present invention are as follows:

[0023] Aiming at the problems existing in the prior art, such as a large amount of post-embedded bars causing damage to the original pool wall and being difficult to meet the requirements of the construction period, quality, etc. of the pool renovation, by adopting an assembled newly added middle pool wall, and only having post-embedded bars connected to the bottom of the pool wall components of the newly added middle pool wall, and the post-embedded bars are implanted into the pool bottom slab, the amount of post-embedded bars is reduced compared with the prior art. The setting of the anchoring assembly, where the cable anchor penetrates through the side walls on both sides and the newly added middle pool wall and is tensioned by the anchor fittings, can limit the lateral deformation of the newly added middle pool wall caused by the water level difference, reduce the accumulation of lateral deformation, and improve the overall stability of the structure, solving the problem of poor overall stability in the prior art. By prefabricating components and using an effective mechanical connection method, the original method of cast-in-place concrete for adding a pool wall is replaced, saving the time for steel bar binding and concrete curing in terms of the construction period; in terms of technology, the prefabricated components are produced in a factory, and the density and curing quality of the components are higher than those of the cast-in-place pool wall.

[0024] By setting an anchoring assembly (including a cable anchor and anchor fittings), one end of the cable anchor cooperates with the anchor fitting to abut against the outer surface of one side wall, and the other end sequentially passes through one side wall, the newly added middle pool wall and the other side wall and then cooperates with the anchor fitting to abut against the outer surface of the other side wall, and the anchor fitting can tension the cable anchor, which can enhance the overall connection and constraint of the structure, thereby effectively improving the shear resistance of the structure and solving the problem of weak shear resistance in the prior art.

[0025] The reasonable arrangement of multiple cable anchors in the vertical direction can apply effective tensile forces to the pool wall at different height positions, limit the lateral displacement and deformation of the pool wall, and enhance the lateral displacement resistance ability of the pool structure in the vertical direction, so that the stability and safety of the pool are better guaranteed when it bears different working conditions (such as the vertical pressure change caused by the water level change).

[0026] The setting of the capping beam forms a strengthened lateral restraint member, tightly connecting the newly added middle pool wall and the side walls on both sides, improving the integrity and stiffness of the top of the structure. When the structure is subjected to external forces such as lateral forces, the deformation at the top is effectively controlled, further enhancing the overall stability and lateral force resistance of the pool structure. The main reinforcement bars of the capping beam inside the capping beam are connected to the extended reinforcement bars on the newly added middle pool wall, enhancing the force transfer performance between the capping beam and the newly added middle pool wall, enabling the capping beam to more effectively transfer external forces to the newly added middle pool wall and the side walls on both sides, improving the overall cooperative working ability of the structure, and further enhancing the stability and bearing capacity of the pool structure. Brief Description of the Drawings

[0027] The schematic drawings forming a part of the present invention are used to provide a further understanding of the present invention. The schematic embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation of the present invention.

[0028] Figure 1 It is a top view schematic diagram of a pool with an assembled stressed pool wall in one or more embodiments of the present invention.

[0029] Figure 2 It is a side view schematic diagram of the newly added middle pool wall in one or more embodiments of the present invention.

[0030] Figure 3 It is a schematic diagram of the newly added middle pool wall provided with grouting sleeves in one or more embodiments of the present invention.

[0031] Figure 4 It is a schematic diagram of a cable anchor cooperating with an anchor in one or more embodiments of the present invention.

[0032] Figure 5 It is a schematic diagram of multiple cable anchors cooperating with the newly added middle pool wall in one or more embodiments of the present invention.

[0033] Figure 6 It is a schematic diagram of multiple cable anchor holes opened on the newly added middle pool wall in one or more embodiments of the present invention.

[0034] Figure 7 It is a schematic diagram of multiple cable anchors cooperating with an anchor in one or more embodiments of the present invention.

[0035] Figure 8 It is a schematic diagram of a combined pool wall member in one or more embodiments of the present invention.

[0036] Among them, 1. End pool wall member; 2. Pool wall member; 3. Original pool wall; 4. Cable anchor; 5. Anchor; 6. Capping beam; 7. Opening; 8. Extended reinforcement bar; 9. Main reinforcement bar of capping beam; 10. Grouting sleeve; 11. Implanted reinforcement bar; 12. Cable anchor hole. Detailed Embodiments

[0037] Example 1

[0038] In a typical embodiment of the present invention, Figures 1 - 8 As shown, a pool with an assembled load-bearing pool wall is provided.

[0039] In the prior art, there is a problem that the amount of embedded reinforcement is large and the original pool wall 3 is damaged. In addition, in some schemes, the prefabricated wall panel structure only relies on cast-in-place joints or single-row anchor bolts between components, and there is also a problem of weak shear resistance. Based on this, the present embodiment provides a pool with an assembled load-bearing pool wall, in which an assembled middle newly added pool wall is installed inside the original pool wall 3, and the bottom of the pool wall component 2 of the middle newly added pool wall is connected with an embedded reinforcement 11, and the embedded reinforcement 11 is embedded in the bottom plate of the pool body, which reduces the amount of embedded reinforcement compared to the prior art, and ensures the connection and stability of the structure through other structures such as anchoring assemblies, thereby reducing the damage to the original pool wall 3 and meeting the needs of pool reconstruction. The anchor cable 4 of the anchor assembly runs through the side walls on both sides and the middle newly added pool wall and is tensioned by the anchor 5, which can limit the lateral deformation of the middle newly added pool wall caused by the water level difference, reduce the accumulation of lateral deformation, and improve the overall stability of the structure, solving the problem of poor overall stability in the prior art; and enhance the connection and constraint of the overall structure, thereby effectively improving the shear resistance of the structure, solving the problem of weak shear resistance in the prior art.

[0040] like Figure 1 As shown, the pool with assembled load-bearing pool wall mainly includes the original pool wall 3, the newly added pool wall in the middle and the anchoring assembly.

[0041] The original pool wall 3 is an existing part of the pool, and its interior forms the pool body. It is the basic component of the entire pool structure and provides a boundary and supporting environment for the newly added pool wall and other newly added structures in the middle. The original pool wall 3 bears part of the force of the pool to a certain extent, and also limits the spatial scope of the pool.

[0042] The newly added pool wall in the middle is located in the pool body, spanning the side walls on both sides of the pool body, and plays the role of further dividing the space inside the pool body or bearing specific forces. It is composed of multiple pool wall components 2 that are assembled in sequence. The assembled structure is convenient for construction and installation, and improves construction efficiency. The pool wall component 2 is the basic unit of the newly added pool wall in the middle, and multiple pool wall components 2 are assembled to form a complete newly added pool wall in the middle. Each pool wall component 2 is connected to an implanted rib 11 at the bottom, and the implanted rib 11 is implanted into the bottom plate of the pool body, so that a reliable connection is formed between the pool wall component 2 and the bottom plate of the pool body, ensuring the vertical stability of the newly added pool wall in the middle, and can effectively transfer vertical loads.

[0043] The anchor assembly is composed of an anchor cable 4 and an anchor 5. The anchor cable 4 is a load-bearing member with high tensile strength. The anchor 5 is used to fix the anchor cable 4 and perform tensioning operations on it.

[0044] One end of the cable anchor 4 is abutted against the outer surface of one side wall in cooperation with the anchor fitting 5, and the other end sequentially passes through one side wall, the newly added middle pool wall and the other side wall and then cooperates with the anchor fitting 5 to be abutted against the outer surface of the other side wall. The connection mode of the cable anchor 4 passing through the two side walls and the newly added middle pool wall enables the cable anchor 4 to form an effective tensile restraint in the entire pool structure, tightly connecting the newly added middle pool wall with the two side walls. The anchor fitting 5 tensions the cable anchor 4, and through tensioning, a certain pre-tension can be generated in the cable anchor 4, thereby enhancing the integrity and anti-deformation ability of the structure. By arranging the anchoring assembly, the cable anchor 4 passes through the two side walls and the newly added middle pool wall, and the anchor fitting 5 tensions the cable anchor 4, so that an effective shear connection is formed in the horizontal direction of the structure, enhancing the connection strength between the newly added middle pool wall and the two side walls, improving the shear resistance of the overall structure, and solving the problem of insufficient shear resistance.

[0045] Due to the weak shear resistance, the existing structure is prone to lateral deformation accumulation under the action of factors such as water level difference, resulting in poor overall stability. In this embodiment, the anchoring assembly can limit the lateral deformation of the newly added middle pool wall caused by factors such as water level difference, reduce the lateral deformation accumulation, improve the overall stability of the pool structure under different working conditions, and ensure the safety and reliability of the structure.

[0046] As Figures 3 - 7 shown, in the intersecting traditional post-embedded bar method, the post-embedded bars 11 at the bottom of the pool wall member 2 in this embodiment adopt large-diameter steel bars, which are of a larger diameter than the traditional post-embedded bars, ensuring the force-bearing requirements at the bottom of the newly added middle pool wall. The reasonably designed post-embedded bars 11 and the use of the anchoring assembly reduce the number of post-embedded bars and the degree of damage to the original pool wall 3, which is beneficial to the renovation project of the pool. While ensuring the structural performance, the structure of the original pool wall 3 is protected as much as possible, reducing the disturbance to the original structure, and having better applicability and economy.

[0047] As Figure 1 、 Figure 3 、 Figure 4 、 Figure 6 and Figure 7 shown, a plurality of grouting sleeves 10 are arranged on the pool wall member 2 and are distributed in one-to-one correspondence with the post-embedded bars 11, forming a multi-point anchoring connection system. The anchoring capacity of a single grouting sleeve 10 is limited and may not be able to meet the anchoring requirements of the structure when bearing a large load. The arrangement of a plurality of grouting sleeves 10 solves the problem of insufficient anchoring capacity of a single grouting sleeve 10. Through multi-point anchoring, the load is dispersed, and the overall anchoring performance at the bottom of the pool wall member 2 is improved.

[0048] The one-to-one corresponding distribution of multiple grouting sleeves 10 makes the connection between the bottom of the pool wall member 2 and the pool bottom slab more uniform and firm. When bearing loads, it can more effectively transfer the loads to the pool bottom slab, improving the overall load-bearing capacity and stability of the pool structure and reducing the risk of structural failure due to insufficient anchorage.

[0049] The grouting sleeve 10 installed at the bottom of the pool wall member 2 is provided with an opening for the insertion of the inserted reinforcement 11. After the inserted reinforcement 11 is inserted, an anchoring agent is filled between the grouting sleeve 10 and the inserted reinforcement 11, forming a reliable connection method. The anchoring agent can be in the form of slurry, etc. The use of the grouting sleeve 10 and the anchoring agent solves the reliability problem of the connection of the inserted reinforcement 11, ensuring the firm connection between the bottom of the pool wall member 2 and the pool bottom slab. It can effectively transfer the loads of the pool wall member 2 to the pool bottom slab, enhancing the load-bearing capacity and stability of the bottom of the pool wall member 2 and guaranteeing the reliability of the pool structure under vertical loads.

[0050] The middle newly added pool wall adopts an assembled design with multiple pool wall members 2 spliced in sequence, which is convenient for construction and installation, improving the construction efficiency, shortening the construction period, and at the same time reducing the construction difficulty and cost.

[0051] Specifically, as Figure 2 、 Figure 5 and Figure 8 shown, the side of the pool wall member 2 is provided with an opening 7, and adjacent pool wall members 2 are spliced through the opening 7, solving the problems of loose connection and poor sealing at the splicing position. The splicing of the opening 7 can make the connection between adjacent pool wall members 2 more compact, reducing the gaps at the splicing position and improving the integrity and sealing of the structure. This not only enhances the collaborative working ability of the structure when stressed but also effectively prevents water leakage, ensuring the normal use function of the pool.

[0052] In order to adapt to the connection between one side of the middle newly added pool wall and the pool side wall, the pool wall member 2 located at the middle newly added pool wall becomes the end pool wall member 1, and no opening 7 is provided on the side facing the pool side wall. The pool side wall is spliced in a plane, and caulking and laying waterproof materials can be carried out after installation.

[0053] As Figure 2 and Figure 5 shown, the anchor cables 4 are arranged along the splicing direction of the pool wall members 2, clarifying the specific orientation of the anchor cables 4, enabling the anchor cables 4 to more specifically apply tensile forces to the splicing positions of the pool wall members 2. The anchor cable holes 12 provided on the pool wall members 2 provide channels for the penetration of the anchor cables 4, ensuring the accuracy and stability of the installation of the anchor cables 4.

[0054] The joint of the pool wall member 2 is a weak link in the structure and is prone to relative displacement or separation when stressed. The original structure may not be able to effectively restrain the deformation at the joint, resulting in a decline in the overall structural performance. In this embodiment, through this arrangement method, the stability problem caused by the loose connection at the joint can be solved, and the shear and tensile resistance of the joint can be enhanced. The anchor cable 4 applies a tensile force along the splicing direction, effectively restricting the relative displacement of the pool wall member 2 at the joint and improving the connection strength at the joint. The precise setting of the anchor cable hole 12 ensures the smooth installation of the anchor cable 4, enabling the anchor cable 4 to fully exert its tensile effect, thereby enhancing the structural performance and integrity of the entire newly added middle pool wall.

[0055] To adapt to the layout of the newly added middle pool wall at different heights, for pool walls of general height, such as Figure 5 , Figure 6 and Figure 7 shown, multiple anchor cables 4 are used for reinforcement. The multiple anchor cables 4 are arranged at intervals vertically along the pool wall member 2, and one of them passes through the top of the newly added middle pool wall, and the other is located between the top and bottom of the newly added middle pool wall, forming a constraint system for the pool wall at different vertical heights. This arrangement method can restrict the deformation of the pool wall from multiple height levels.

[0056] The constraint range of a single anchor cable 4 on the pool wall vertically is limited and cannot comprehensively control the deformation of the pool wall at different heights. Especially when subjected to external forces such as water level difference and lateral pressure, the pool wall may have uneven deformation at different heights. The interval arrangement of multiple anchor cables 4 solves the problem of incomplete control of vertical deformation and ensures that the pool wall can be effectively constrained at each height.

[0057] The multiple anchor cables 4 work together vertically, can more evenly disperse the action of external forces on the pool wall, and reduce the deformation difference of the pool wall vertically. Especially the anchor cables 4 at the top and the middle position respectively provide key constraints for the upper and middle parts of the pool wall, enhancing the lateral displacement resistance of the pool wall vertically and further improving the overall stability of the pool structure.

[0058] As Figure 2 , Figure 3 and Figure 4 shown, for the newly added middle pool wall with a relatively large vertical height, the top of the newly added middle pool wall is connected to the extended reinforcement 8, and the extended reinforcement 8 is then connected to the capping beam 6. The axis of the capping beam 6 is parallel to the splicing direction of the pool wall member 2, and both ends extend to the side wall and are connected to the side wall, forming a transverse strengthening structure.

[0059] When the top of the newly added middle pool wall is under structural stress, especially for the newly added middle pool wall with a large vertical corner squash, due to the lack of effective restraint, large displacements or rotations are likely to occur, affecting the stability of the structure. The setting of the capping beam 6 solves the problem of insufficient restraint at the top of the newly added middle pool wall, tightly connecting the newly added middle pool wall with the side walls on both sides and enhancing the integrity of the top of the structure.

[0060] The capping beam 6 restrains the newly added middle pool wall and the side walls on both sides together, effectively restricting the displacement and rotation at the top of the newly added middle pool wall, improving the stiffness of the top of the structure, and also enhancing the cooperative working ability of the entire pool structure when bearing lateral forces, enabling the structure to more effectively resist external forces.

[0061] As Figure 2 、 Figure 3 and Figure 4 shown, the main reinforcement 9 of the capping beam 6 inside is connected to the extended reinforcement 8, ensuring the effective transfer of force between the capping beam 6 and the newly added middle pool wall. The capping beam 6 and the newly added middle pool wall are coplanarly distributed, making the structure more coordinated in appearance and force-bearing.

[0062] If the connection between the capping beam 6 and the newly added middle pool wall is not firm or the force transfer is not smooth, it may cause the capping beam 6 to not fully exert its strengthening effect. In this embodiment, through the connection between the main reinforcement 9 of the capping beam and the extended reinforcement 8, the reliability problem of force transfer between the two is solved, ensuring that the capping beam 6 can effectively restrain and strengthen the newly added middle pool wall. This connection method makes the capping beam 6 and the newly added middle pool wall form a firm whole, enhancing the cooperative working performance of the structure. When under stress, the capping beam 6 can more effectively transfer the external force to the newly added middle pool wall and the side walls on both sides, improving the overall bearing capacity and stability of the structure. The coplanar distribution design also makes the structure more regular in appearance and is conducive to construction operations.

[0063] Embodiment 2

[0064] In another typical embodiment of the present invention, as Figures 1 - 8 shown, a construction method for a pool with a prefabricated stressed pool wall is given, and the construction is the same as that of the pool with a prefabricated stressed pool wall in Embodiment 1.

[0065] A construction method for a pool with a prefabricated stressed pool wall includes:

[0066] Prefabricated pool wall components 2;

[0067] On-site construction, implanting bars 11 are constructed on the pool bottom slab of the original pool wall 3, and the pool wall components 2 are installed. The bottom of the pool wall components 2 cooperates with the implanting bars 11, and the sides of adjacent pool wall components 2 are joined together.

[0068] The anchor cables 4 penetrate through the side walls of the pool body, and anchor fittings 5 are installed at both ends of the anchor cables 4 for tensioning.

[0069] According to the height of the newly added middle pool wall, choose to construct the capping beam 6 at the top of the newly added middle pool wall to connect the original pool wall 3, or choose to tension the anchor cables 4 at the top and middle of the newly added middle pool wall respectively.

[0070] Specifically, adopt the prefabrication method to prefabricate the pool wall components 2 in the factory or prefabrication site in advance. The prefabrication process can ensure the quality stability of the components. Adopting standardized production can improve production efficiency, facilitate the control of component quality, reduce on-site wet operations, and lower the construction difficulty and construction time.

[0071] Construct and implant the reinforcement bars 11 on the pool bottom slab of the original pool wall 3 to establish the connection between the newly added middle pool wall and the pool bottom slab. Precision construct the implant reinforcement bars 11 to ensure that their depth and position meet the design requirements, which can provide a reliable vertical support and anchorage foundation for the subsequently installed pool wall components 2.

[0072] Transport the prefabricated pool wall components 2 to the site for installation. The bottom of the pool wall component 2 cooperates with the implant reinforcement bars 11 to ensure the accuracy of vertical connection. The side surfaces of adjacent pool wall components 2 are joined together according to the designed joining method (such as the tongue-and-groove 7 joining), so that each component is connected into a complete newly added middle pool wall, gradually constructing the internal force structure of the water pool.

[0073] The anchor cables 4 penetrate the side wall of the pool body, and the anchor fittings 5 are installed at both ends and tensioned. By tensioning the anchor cables 4, prestress is applied in the water pool structure, so that the newly added middle pool wall is tightly connected to the side walls on both sides, enhancing the overall shear resistance and anti-deformation ability of the structure, and improving the overall stability of the water pool.

[0074] The combination of prefabricated pool wall components 2 and on-site rapid assembly greatly shortens the construction period, reduces the time of construction impact on the surrounding environment, reduces the construction cost at the same time, and improves the economic benefits. The tensioning of the anchor cables 4 makes the water pool structure form a coordinated working whole, effectively resists various external forces, significantly enhances the stability and safety of the water pool, and extends the service life of the water pool.

[0075] There are differences in the force characteristics of the newly added middle pool walls with different heights. For the newly added middle pool wall with a lower height, constructing the capping beam 6 at the top to connect the original pool wall 3 can effectively enhance the restraint at the top, improve the structural integrity, and meet the requirements of structural stability. For the newly added middle pool wall with a higher height, relying only on the top capping beam 6 may not be sufficient to comprehensively restrain the structural deformation. Tensioning the anchor cables 4 at the top and middle can apply prestress to the structure at different heights, more comprehensively limit the structural deformation, and improve the structural stability. It avoids the singularity of the construction method, provides a more targeted solution for the newly added middle pool walls with different heights, and solves the problem of structural stability control caused by the height change of the newly added middle pool wall.

[0076] Flexibly select the construction method according to the height of the newly added middle pool wall, which can make more reasonable use of materials and construction techniques. On the premise of ensuring the structural stability, it can achieve the optimal allocation of resources, improve the cost performance of the project, and further ensure the safety and reliability of the water pool structure with the newly added middle pool wall at different heights.

[0077] The above are only the preferred embodiments of the present invention and are not intended to limit the present invention. For those skilled in the art, the present invention can have various changes and modifications. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included within the protection scope of the present invention.

Claims

1. A pool with an assembled load-bearing pool wall, characterized in that: include: The original pool wall forms the pool body inside; The newly added pool wall in the middle is located in the pool body, with one side extending to one side wall of the pool body and the other side extending to the other side wall of the pool body. The newly added pool wall in the middle includes multiple pool wall components assembled in sequence, and the bottom of the pool wall components is connected with embedded ribs, which are embedded in the bottom plate of the pool body; the anchoring assembly includes an anchor cable and an anchor, one end of the anchor cable cooperates with the anchor to abut against the outer surface of one side wall, and the other end passes through one side wall, the newly added pool wall in the middle and the other side wall in sequence, and then cooperates with the anchor to abut against the outer surface of the other side wall, and the anchor tensions the anchor cable.

2. The pool with assembled load-bearing pool wall according to claim 1, characterized in that: The anchor cables are arranged along the splicing direction of the pool wall components, and the pool wall components are provided with anchor cable holes for the anchor cables to pass through.

3. The pool with assembled load-bearing pool wall according to claim 1 or 2, characterized in that: There are multiple anchor cables, which are arranged at intervals vertically along the pool wall component, one of which passes through the top of the middle newly added pool wall, and the remaining anchor cables are located between the top and bottom of the middle newly added pool wall.

4. The pool with assembled load-bearing pool wall according to claim 1 or 2, characterized in that: The top of the newly added middle pool wall is connected with an extended steel bar, and is connected to a crown beam through the extended steel bar. The axis of the crown beam is parallel to the splicing direction of the pool wall components, and both ends of the crown beam extend to the side walls and are connected to the side walls respectively.

5. The pool with assembled load-bearing pool wall according to claim 4, characterized in that: The main reinforcement of the crown beam inside the crown beam is connected to the protruding reinforcement, and the crown beam and the newly added pool wall in the middle are distributed in the same plane.

6. The pool with assembled load-bearing pool wall according to claim 1, characterized in that: A grouting sleeve is installed at the bottom of the pool wall component. The grouting sleeve is provided with an opening for inserting implanted ribs. The pool body bottom plate is pre-arranged with implanted ribs, and an anchoring agent is filled between the implanted ribs and the grouting sleeve.

7. The pool with assembled load-bearing pool wall according to claim 6, characterized in that: A plurality of grouting sleeves are arranged on the pool wall component, and the grouting sleeves are distributed one by one correspondingly with the implanted ribs on the pool body bottom plate.

8. The pool with assembled load-bearing pool wall according to claim 1, characterized in that: The side surfaces of the pool wall components are provided with openings, and the side surfaces of adjacent pool wall components are spliced ​​together through the openings.

9. A method for constructing a pool with an assembled stress-bearing pool wall, comprising constructing a pool with an assembled stress-bearing pool wall as claimed in any one of claims 1 to 8, characterized in that: include: Prefabricated pool wall components; On-site construction: implant reinforcements are constructed on the bottom plate of the pool body formed by the original pool wall, and the pool wall components are installed. The bottom of the pool wall components is matched with the implant reinforcements, and the sides of adjacent pool wall components are spliced ​​together; The anchor cable runs through the side wall of the pool body, and anchors are installed at both ends of the anchor cable for tensioning.

10. The construction method of a pool with a prefabricated load-bearing pool wall according to claim 9, characterized in that: According to the height of the newly added pool wall in the middle, choose to construct a crown beam at the top of the newly added pool wall to connect with the original pool wall, or choose to tension anchor cables at the top and middle of the newly added pool wall respectively.

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