Reinforcing structure for ultrahigh assembly type pool side plate

Abstract

The utility model discloses a reinforcing structure for an ultrahigh assembly type pool side plate, which comprises an ultrahigh assembly type pool and a plurality of supporting units, the ultrahigh assembly type pool comprises a side plate and a bottom plate, and the lower end of the side plate is poured in a groove reserved in the peripheral side of the upper end face of the bottom plate; when the ultrahigh assembly type pool is located on the ground, the multiple supporting units are annularly distributed outside the ultrahigh assembly type pool, the upper ends and the inner sides of the supporting units are fixedly connected with the outer side faces of the side plates, and the lower ends of the supporting units are fixedly arranged on the bottom plate or the pool foundation. When the ultrahigh assembly type pool is located under the ground, the multiple supporting units are annularly distributed in the ultrahigh assembly type pool, the upper ends and the inner sides of the supporting units are fixedly connected with the inner side faces of the side plates, and the lower ends of the supporting units are fixedly arranged on the bottom plate. According to the reinforcing structure for the side plate of the ultrahigh assembly type pool, the structural firmness and durability of the side plate of the ultrahigh assembly type pool are remarkably improved, so that the overall service life of the ultrahigh assembly type pool is prolonged, and a foundation is laid for wide popularization and application of the ultrahigh assembly type pool.

Description

Technical Field

[0001] The utility model relates to the technical field of pool reinforcement, and in particular to a reinforcement structure for side panels of an ultra-high assembled pool. Background Art

[0002] Pools can be used in various fields, such as fire protection systems, industrial systems, agricultural systems and other fields of life. For cast-in-place concrete pools, wooden boards are used to build the pool wall groove and other structures, and concrete slurry is poured into it and waits for solidification. Therefore, the construction of cast-in-place concrete pools has disadvantages such as large template consumption, long on-site operation time, greater influence by weather, and unstable concrete quality. For this reason, a variety of prefabricated pools with different structural styles have appeared on the market.

[0003] The construction process of the prefabricated water pool is as follows: pouring the base, splicing several prefabricated panel units inside the side panel installation grooves reserved on the base into the side walls of the water pool, and then laying the top plate on the upper port of the side wall of the water pool. At present, the side wall height of ordinary prefabricated water pools is about 3m. Due to the limitation of land space resources, the volume of prefabricated water pools is limited. Therefore, ordinary prefabricated water pools have a certain problem of insufficient water storage when supplying water for large fires. In order to meet the large water supply demand of urban fire water supply systems, super-high prefabricated water pools (side panel height > 3m) have gradually become popular. As an important part of the urban fire water supply system, the construction of super-high prefabricated water pools needs to be carried out in strict accordance with relevant standards, and reasonable site selection and design are required. After commissioning and operation, the successfully constructed super-high prefabricated water pool plays an important role in the supply of urban fire water sources.

[0004] Since the interior of the super-high prefabricated pool is filled with water for a long time, the side walls of the pool are subjected to the scouring of the internal water flow and the pressure of the water body every day. Therefore, as the use time increases, the side walls of the super-high prefabricated pool are prone to various quality problems: such as cracking, leakage, and even collapse of the side walls of the pool. In order to avoid a series of low durability problems such as cracking, collapse, and deformation of the side walls of the super-high prefabricated pool due to the scouring of the internal water flow and the pressure of the water body, the super-high prefabricated pool needs to be reinforced and supported. The utility model aims to propose a reinforcement structure for the side panels of super-high prefabricated pools, in order to solve the above-mentioned technical problems and lay the foundation for the widespread application of super-high prefabricated pools. Summary of the invention

[0005] The purpose of the utility model is to overcome the defects existing in the prior art and provide a reinforcement structure for the side panels of super-high assembled water pools. By arranging a support unit on the outer side surface of the side panel of the above-ground super-high assembled water pool or the inner side surface of the side panel of the underground super-high assembled water pool, the structural firmness and durability of the side panel of the super-high assembled water pool are significantly improved, so that the side panel of the above-ground super-high assembled water pool can resist the scouring of internal water flow and the pressure of water body for a long time without quality problems such as cracking, leakage, deformation, etc., or the side panel of the underground super-high assembled water pool can resist the scouring of internal water flow, the pressure of water body and the pressure of external soil for a long time without quality problems such as cracking, leakage, deformation, etc., thereby helping to extend the overall service life of the super-high assembled water pool; the overall structural design is simple, the preparation and implementation feasibility is high, and the practicability is strong, laying a foundation for the widespread popularization and application of super-high assembled water pools.

[0006] To achieve the above-mentioned purpose, the technical solution of the utility model is to design a reinforcement structure for the side panels of an ultra-high assembled water pool, including an ultra-high assembled water pool, wherein the ultra-high assembled water pool includes side panels and a bottom plate, and the lower end of the side panel is cast in a groove reserved on the outer peripheral side of the upper end surface of the bottom plate, including a plurality of support units; when the ultra-high assembled water pool is located on the ground: a plurality of the support units are circumferentially distributed on the outside of the ultra-high assembled water pool, and the upper end and the inner side of the support unit are fixedly connected to the outer side surface of the side panel, and the lower end of the support unit is fixedly arranged on the bottom plate or the foundation of the water pool; when the ultra-high assembled water pool is located below the ground: a plurality of the support units are circumferentially distributed on the inside of the ultra-high assembled water pool, and the upper end and the inner side of the support unit are fixedly connected to the inner side surface of the side panel, and the lower end of the support unit is fixedly arranged on the bottom plate.

[0007] The utility model discloses a reinforcement structure for the side panels of an ultra-high assembled water pool. By arranging a support unit on the outer side surface of the side panels of an above-ground ultra-high assembled water pool or the inner side surface of the side panels of an underground ultra-high assembled water pool, the structural firmness and durability of the side panels of the ultra-high assembled water pool are significantly improved, so that the side panels of the above-ground ultra-high assembled water pool can resist the scouring of the internal water flow and the pressure of the water body for a long time without quality problems such as cracking, leakage, and deformation. Alternatively, the side panels of the underground ultra-high assembled water pool can resist the scouring of the internal water flow, the pressure of the water body and the pressure of the external soil for a long time without quality problems such as cracking, leakage, and deformation, thereby helping to extend the overall service life of the ultra-high assembled water pool. The overall structural design is simple, the preparation and implementation feasibility is high, and the practicability is strong, laying a foundation for the widespread popularization and application of ultra-high assembled water pools.

[0008] The preferred technical solution is that two adjacent support units are fixedly connected together by a plurality of horizontal connectors distributed at longitudinal intervals. A plurality of support units are fixedly connected by a horizontal connector to form a circumferentially distributed reinforcement support structure, which further improves the overall firmness and stress distribution uniformity of the reinforcement structure of the side plate of the ultra-high prefabricated pool of the utility model, thereby helping to improve the overall firmness of the ultra-high prefabricated pool and extend its service life.

[0009] A further preferred technical solution is that the cross section of the super-high prefabricated water pool is a rectangular structure, and the inner sides of the two adjacent side panels at the corner of the super-high prefabricated water pool are fixedly pulled together by a plurality of horizontal connectors 2 distributed at longitudinal intervals. The prefabricated water pool with this structural design has low construction difficulty and strong universality; the horizontal connector 2 further improves the structural rigidity between the adjacent two side panels at the corner of the super-high prefabricated water pool, and effectively prevents cracking, deformation and other quality problems caused by poor structural rigidity at the joint position of the adjacent two side panels at the corner.

[0010] A further preferred technical solution is that the support unit includes a plurality of diagonal braces arranged in parallel and spaced apart in the horizontal direction, the plurality of diagonal braces are welded and fixed together by a plurality of horizontal connecting rods arranged in parallel and spaced apart in the length direction thereof, the diagonal braces are fixed with a plurality of horizontal braces distributed in spaced apart in the length direction thereof and vertically facing the corresponding side panels, the upper ends of the plurality of diagonal braces and the free ends of the plurality of horizontal braces are fixed on the inner side or outer side of the corresponding side panels, the lower ends of the diagonal braces are fixed with a vertical brace extending downward, the lower ends of the plurality of diagonal braces and the lower ends of the vertical brace are fixed on the bottom plate or the pool foundation. The support unit has a simple structural design, and the docking relationship between the diagonal braces and the pool side panels is firm, thereby ensuring that the reinforcement structure of the side panels of the ultra-high assembled pool of the utility model can be smoothly prepared and implemented.

[0011] A further preferred technical solution is that the upper and lower ends of the diagonal support rod, the free end of the horizontal support rod, and the lower end of the vertical support rod are all fixed with foot plates, and the foot plates are provided with mounting holes; the foot plates are fixed to the side plates, bottom plates or pool foundations by expansion bolts inserted into the mounting holes; or, the side plates, bottom plates or pool foundations are pre-embedded with exposed connecting screws, and the foot plates are sleeved on the corresponding connecting screws on the side plates, bottom plates or pool foundations through the mounting holes, and are fixed and locked with the corresponding connecting screws by locking nuts; or, the foot plates are flange plates, and the side plates, bottom plates or pool foundations are pre-embedded with exposed docking flanges, and the foot plates are docked with the corresponding docking flanges on the side plates, bottom plates or pool foundations, and are fixed and connected together by bolt assemblies. The fixing and installation method of the foot plates on the side plates, bottom plates or pool foundations is simple, thereby ensuring the convenience and efficiency of the support unit installation.

[0012] A further preferred technical solution is that the horizontal support rod and the vertical support rod are both fixed at the intersection of the diagonal support rod and the horizontal connecting rod; an oblique tie rod is also provided between two adjacent horizontal support rods on the same diagonal support rod, one end of the oblique tie rod is fixed to the foot plate at the end of one horizontal support rod, and the other end of the oblique tie rod is fixed to the intersection of another horizontal support rod and the diagonal support rod. The oblique tie rod helps to further improve the overall rigidity of the support unit, thereby helping to further improve the overall firmness and durability of the reinforcement structure of the side plate of the ultra-high assembled pool of the utility model.

[0013] A further preferred technical solution is that the side panel is formed by a plurality of prefabricated panel units being butt-jointed and spliced, and two adjacent prefabricated panel units are connected together by welding a steel bar joint extending and exposed to the outside of the vertical edge surface, and the two ends of the horizontal connector 2 are respectively connected to the joint positions of the two adjacent prefabricated panel units on the corresponding side panel, and are connected together by welding a steel bar joint extending and exposed to the outside of the vertical edge surface of the prefabricated panel unit at the corresponding joint position, and concrete is also poured at the joint position of the two prefabricated panel units. The fixing and installation method of the horizontal connector 2 on the adjacent two side panels is simple and firm, ensuring that the reinforcement structure of the side panel of the ultra-high assembled water pool of the utility model can be smoothly and efficiently constructed.

[0014] Another preferred technical solution is that the plurality of diagonal braces on each of the support units correspond one-to-one to the plurality of prefabricated panel units on the corresponding side panels.

[0015] A further preferred technical solution is that the diagonal braces, horizontal connecting rods, horizontal support rods, diagonal tie rods, vertical support rods and foot plates are fixedly connected to form the support unit through a welding process; and one end of the horizontal connecting piece is respectively welded and fixedly connected to two adjacent support units.

[0016] A further preferred technical solution is that the diagonal brace, horizontal connecting rod, horizontal supporting rod, diagonal tie rod, and vertical supporting rod are fixedly connected to form the supporting unit through flanges and bolt assemblies; one end of the horizontal connecting piece is fixedly connected to two adjacent supporting units through flanges and bolt assemblies; the foot plate is welded and fixedly installed at the two ends of the corresponding diagonal brace, the free end of the horizontal supporting rod, or the lower end of the vertical supporting rod. Each component is detachably fixedly connected through flanges and bolt assemblies, which is convenient for storage and transportation of each component.

[0017] The advantages and beneficial effects of the utility model are:

[0018] 1. The utility model is a reinforcement structure for the side panels of super-high assembled water pools. By arranging support units on the outer side surfaces of the side panels of the above-ground super-high assembled water pools or the inner side surfaces of the side panels of the underground super-high assembled water pools, the structural firmness and durability of the side panels of the super-high assembled water pools are significantly improved, so that the side panels of the above-ground super-high assembled water pools can resist the scouring of internal water flow and the pressure of water bodies for a long time without quality problems such as cracking, leakage, and deformation. Alternatively, the side panels of the underground super-high assembled water pools can resist the scouring of internal water flow, the pressure of water bodies and the pressure of external soil for a long time without quality problems such as cracking, leakage, and deformation, thereby helping to extend the overall service life of the super-high assembled water pools. The overall structural design is simple, the preparation and implementation feasibility is high, and the practicability is strong, laying a foundation for the widespread popularization and application of super-high assembled water pools.

[0019] 2. Two adjacent support units are fixedly connected together by a plurality of horizontal connectors distributed at longitudinal intervals. A plurality of support units are fixedly connected by a horizontal connector to form a circumferentially distributed reinforcement support structure, which further improves the overall firmness and stress distribution uniformity of the reinforcement structure of the side plate of the ultra-high prefabricated pool of the utility model, thereby helping to improve the overall firmness of the ultra-high prefabricated pool and extend its service life.

[0020] 3. The cross section of the super-high prefabricated water pool is a rectangular structure, and the inner sides of the two adjacent side panels at the corner of the super-high prefabricated water pool are fixedly pulled together by a plurality of horizontal connectors 2 distributed at longitudinal intervals. The prefabricated water pool with this structural design has low construction difficulty and strong universality; the horizontal connector 2 further improves the structural rigidity between the adjacent two side panels at the corner of the super-high prefabricated water pool, and effectively prevents cracking, deformation and other quality problems caused by poor structural rigidity at the joints of the adjacent two side panels at the corner.

[0021] 4. The support unit structure is simple in design, and the docking relationship between the oblique support rod and the side plate of the pool is firm, thereby ensuring that the reinforcement structure of the side plate of the ultra-high assembled pool of the utility model can be smoothly prepared and implemented; the fixing installation method of the foot plate on the side plate, bottom plate or pool foundation is simple, thereby ensuring the convenience and efficiency of the support unit installation; the oblique tie rod helps to further improve the overall rigidity of the support unit, thereby helping to further improve the overall firmness and durability of the reinforcement structure of the side plate of the ultra-high assembled pool of the utility model. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 It is a three-dimensional diagram of a reinforcement structure for a side plate of an ultra-high assembled pool in Example 1 in use;

[0023] Figure 2 yes Figure 1 A partial enlarged view of the H in the middle;

[0024] Figure 3 It is a top view of a reinforcement structure for a side plate of an ultra-high assembled pool in Example 1 in use state;

[0025] Figure 4 It is a three-dimensional structural diagram of the support unit;

[0026] Figure 5 It is a three-dimensional diagram of a reinforcement structure for a side plate of an ultra-high assembled pool in Example 2 in use state;

[0027] Figure 6 yes Figure 5 A partial enlarged view of the middle W;

[0028] Figure 7 It is a top view of the reinforcement structure for the side panels of an ultra-high assembled pool in Example 2 in use status.

[0029] In the figure: 1, support unit; 2, horizontal connector 1; 3, horizontal connector 2; 4, super-high prefabricated pool; 1-1, diagonal brace; 1-2, horizontal connecting rod; 1-3, horizontal support rod; 1-4, diagonal tie rod; 1-5, vertical support rod; 1-6, footboard; 4-1, side panel; 4-1a, prefabricated panel unit; 4-2, bottom plate. DETAILED DESCRIPTION

[0030] The following is a further description of the specific implementation of the present invention in conjunction with the accompanying drawings and embodiments. The following embodiments are only used to more clearly illustrate the technical solution of the present invention, and cannot be used to limit the protection scope of the present invention.

[0031] Example 1

[0032] like Figures 1 to 4 As shown, a reinforcement structure for the side plate of an ultra-high assembled water pool includes an ultra-high assembled water pool 4, wherein the ultra-high assembled water pool 4 includes a side plate 4-1 and a bottom plate 4-2, wherein the lower end of the side plate 4-1 is cast in a groove reserved in a peripheral groove on the outer peripheral side of the upper end surface of the bottom plate 4-2, and includes a plurality of support units 1; the ultra-high assembled water pool 4 is located on the ground, and the plurality of support units 1 are circumferentially distributed on the outside of the ultra-high assembled water pool 4, wherein the upper end and the inner side of the support unit 1 are fixedly connected to the outer side surface of the side plate 4-1, and the lower end of the support unit 1 is fixedly arranged on the outer peripheral side of the upper end surface of the bottom plate 4-2 or on the foundation of the water pool.

[0033] Preferably, two adjacent support units 1 are fixedly connected together by a plurality of longitudinally spaced horizontal connectors 2. The horizontal connector 2 may be a steel pipe.

[0034] Further preferably, the cross section of the super-high assembled water pool 4 is a rectangular structure, and the inner sides of two adjacent side panels 4-1 at the corners of the super-high assembled water pool 4 are fixedly connected together by a plurality of longitudinally spaced horizontal connectors 2 3. The horizontal connector 2 3 can be a channel steel.

[0035] Further preferably, the support unit 1 comprises a plurality of diagonal struts 1-1 arranged in parallel and at intervals along the horizontal direction, and the plurality of diagonal struts 1-1 are welded and fixed together by a plurality of horizontal connecting rods 1-2 arranged in parallel and at intervals along their length directions, and the diagonal struts 1-1 are fixed with a plurality of horizontal support rods 1-3 which are distributed in intervals along their length directions and vertically face the corresponding side panels 4-1, and the upper ends of the plurality of diagonal struts 1-1 and the free ends of the plurality of horizontal support rods 1-3 are fixed on the inner side surface or the outer side surface of the corresponding side panels 4-1, and the lower ends of the diagonal struts 1-1 are fixed with a vertical support rod 1-5 extending downward, and the lower ends of the plurality of diagonal struts 1-1 and the lower ends of the vertical support rods 1-5 are fixed on the outer peripheral side of the upper end surface of the base plate 4-2 or on the foundation of the pool.

[0036] Further preferably, the upper and lower ends of the diagonal support rod 1-1, the free end of the horizontal support rod 1-3, and the lower end of the vertical support rod 1-5 are all fixed with foot plates 1-6, and the foot plates 1-6 are provided with mounting holes; the foot plates 1-6 are fixed to the side plates 4-1, the bottom plate 4-2 or the pool foundation by expansion bolts passing through the mounting holes.

[0037] Further preferably, the horizontal support rod 1-3 and the vertical support rod 1-5 are fixedly arranged at the intersection of the diagonal support rod 1-1 and the horizontal connecting rod 1-2;

[0038] An oblique tie rod 1-4 is also provided between two adjacent horizontal support rods 1-3 on the same oblique support rod 1-1. One end of the oblique tie rod 1-4 is fixed on a foot plate 1-6 at the end of one horizontal support rod 1-3, and the other end of the oblique tie rod 1-4 is fixed at the intersection of the other horizontal support rod 1-3 and the oblique support rod 1-1.

[0039] Further preferably, the side panel 4-1 is formed by butt-jointing a plurality of prefabricated panel units 4-1a, and two adjacent prefabricated panel units 4-1a are fixedly connected together by welding through a steel bar joint extending and exposed to the outside of the vertical edge surface, and both ends of the horizontal connecting member 23 are respectively connected to the joint positions of two adjacent prefabricated panel units 4-1 on the corresponding side panel 4-1, and are fixedly connected together by welding with the steel bar joint extending and exposed to the outside of the vertical edge surface of the prefabricated panel unit 4-1a at the corresponding joint position, and concrete is also poured at the joint positions of the two prefabricated panel units 4-1a.

[0040] Further preferably, the plurality of diagonal braces 1 - 1 on each of the support units 1 correspond one-to-one to the plurality of prefabricated panel units 4 - 1 a on the corresponding side panel 4 - 1 .

[0041] Further preferably, the diagonal brace rod 1-1, horizontal connecting rod 1-2, horizontal support rod 1-3, diagonal tie rod 1-4, vertical support rod 1-5 and foot plate 1-6 are fixedly connected to form the support unit 1 through a welding process; the two ends of the horizontal connecting member 2 are respectively welded and fixedly connected to the two adjacent support units 1.

[0042] A construction principle of a reinforcement structure for the side panels of an ultra-high assembled pool in Example 1:

[0043] Step 1: excavate the foundation, confirm the elevation and flatness of the foundation surface, cast the bottom plate 4-2, and reserve a groove on the outer peripheral side of the upper end surface of the bottom plate 4-2;

[0044] Step 2: After the bottom plate 4-2 is solidified, several prefabricated panel units 4-1a are hoisted into the grooves on the bottom plate 4-2 and are spliced ​​and fixedly connected to form the side plates 4-1, and concrete is poured into the grooves;

[0045] Step 3: The inner side surfaces of two adjacent side panels 4-1 at the corners of the super-high assembled water pool 4 are fixedly pulled together through a plurality of horizontal connectors 2 3 distributed at longitudinal intervals, and the two ends of the horizontal connector 2 3 are respectively connected to the joint positions of two adjacent prefabricated panel units 4-1a on the corresponding side panels 4-1, and are welded and fixedly connected with the steel bar joints at the corresponding joint positions that extend and are exposed to the outside of the vertical edge surfaces of the prefabricated panel units 4-1a, and concrete is poured at the joint positions of the two prefabricated panel units 4-1a;

[0046] Step 4: After the concrete inside the groove is solidified, four support units 1 are hoisted to the outside of the side plate 4-1, and the four support units 1 are circumferentially distributed one by one on the outside of the four side plates 4-1. The foot plate 1-6 at the upper end of the diagonal support rod 1-1 of each support unit 1 and the foot plate 1-6 at the free end of the horizontal support rod 1-3 are respectively fixed to the outer surface of the corresponding side plate 4-1 through expansion bolts, and the foot plate 1-6 at the lower end of the diagonal support rod 1-1 of each support unit 1 and the foot plate 1-6 at the lower end of the vertical support rod 1-5 are respectively fixed to the outer peripheral side of the upper end surface of the bottom plate 4-2 or the cement foundation outside the pool through expansion bolts;

[0047] Step 5: Two adjacent diagonal braces 1-1 of two adjacent support units 1 are fixedly connected together by welding through a plurality of horizontal connecting members 2 distributed at longitudinal intervals.

[0048] Example 2

[0049] like Figures 4 to 7 As shown, a reinforcement structure for the side plate of an ultra-high assembled water pool includes an ultra-high assembled water pool 4, wherein the ultra-high assembled water pool 4 includes a side plate 4-1 and a bottom plate 4-2, wherein the lower end of the side plate 4-1 is cast in a groove reserved on the outer peripheral side of the upper end surface of the bottom plate 4-2, and includes a plurality of support units 1; the difference from the reinforcement structure for the side plate of an ultra-high assembled water pool in Example 1 is that: the ultra-high assembled water pool 4 is buried under the ground, and the plurality of support units 1 are circumferentially distributed inside the ultra-high assembled water pool 4, the upper end and the inner side of the support unit 1 are fixedly connected to the inner side surface of the side plate 4-1, and the lower end of the support unit 1 is fixedly arranged on the upper end surface of the bottom plate 4-2.

[0050] Preferably, the upper and lower ends of the diagonal support rod 1-1, the free end of the horizontal support rod 1-3, and the lower end of the vertical support rod 1-5 are all fixed with foot plates 1-6, and the foot plates 1-6 are provided with mounting holes. The side panels 4-1, the bottom panel 4-2 or the pool foundation are pre-embedded with exposed connecting screws. The foot plates 1-6 are sleeved on the corresponding connecting screws on the side panels 4-1, the bottom panel 4-2 or the pool foundation through the mounting holes, and are fixed and locked with the corresponding connecting screws through locking nuts.

[0051] Further preferably, the diagonal brace rod 1-1, horizontal connecting rod 1-2, horizontal support rod 1-3, diagonal tension rod 1-4, and vertical support rod 1-5 are fixedly connected to form the support unit 1 through flanges and bolt assemblies; the two ends of the horizontal connecting member 2 are respectively fixedly connected to the two adjacent support units 1 through flanges and bolt assemblies; the foot plate 1-6 is welded and fixed to the two ends of the corresponding diagonal brace rod 1-1, the free end of the horizontal support rod 1-3 or the lower end of the vertical support rod 1-5. Specifically, flanges can be welded and fixed on the diagonal brace rod 1-1, the two ends of the horizontal connecting rod 1-2, the two ends of the horizontal support rod 1-3, the two ends of the diagonal tie rod 1-4, the two ends of the vertical support rod 1-5, and the two ends of the horizontal connecting member 2, so that the diagonal brace rod 1-1, the horizontal connecting rod 1-2, the horizontal support rod 1-3, the diagonal tie rod 1-4, and the vertical support rod 1-5 are fixedly assembled into a support unit 1 by bolt assemblies passing through two opposite flanges; the flanges at both ends of the horizontal connecting member 2 are respectively butt-jointed with the flanges on the diagonal brace rod 1-1, and then fixedly connected together by bolt assemblies passing through two opposite flanges.

[0052] A construction principle of a reinforcement structure for the side panels of an ultra-high assembled pool in Example 2:

[0053] Step 1: excavate the foundation, confirm the elevation and flatness of the foundation surface, cast the bottom plate 4-2, and reserve a groove on the outer peripheral side of the upper end surface of the bottom plate 4-2;

[0054] Step 2: After the bottom plate 4-2 is solidified, several prefabricated panel units 4-1a are hoisted into the grooves on the bottom plate 4-2 and are spliced ​​and fixedly connected to form the side plates 4-1, and concrete is poured into the grooves;

[0055] Step 3: The inner side surfaces of two adjacent side panels 4-1 at the corners of the super-high assembled water pool 4 are fixedly pulled together through a plurality of horizontal connectors 2 3 distributed at longitudinal intervals, and the two ends of the horizontal connector 2 3 are respectively connected to the joint positions of two adjacent prefabricated panel units 4-1a on the corresponding side panels 4-1, and are welded and fixedly connected with the steel bar joints at the corresponding joint positions that extend and are exposed to the outside of the vertical edge surfaces of the prefabricated panel units 4-1a, and concrete is poured at the joint positions of the two prefabricated panel units 4-1a;

[0056] Step 4: After the concrete inside the groove is solidified, several diagonal bracing rods 1-1, horizontal connecting rods 1-2, horizontal supporting rods 1-3, diagonal tie rods 1-4, vertical supporting rods 1-5 and bolt assemblies are hoisted into the inside of the pool, and assembled into four supporting units 1, and the four supporting units 1 are circumferentially distributed on the inner sides of the four side panels 4-1 in a one-to-one correspondence, and the foot plates 1-6 at the upper ends of the diagonal bracing rods 1-1 and the foot plates 1-6 at the free ends of the horizontal supporting rods 1-3 on each supporting unit 1 are respectively sleeved on the pre-embedded connecting screws fixed on the inner sides of the corresponding side panels 4-1, and are fixed and locked with the corresponding connecting screws through locking nuts; the foot plates 1-6 at the lower ends of the diagonal bracing rods 1-1 and the foot plates 1-6 at the lower ends of the vertical supporting rods 1-5 on each supporting unit 1 are respectively sleeved on the pre-embedded connecting screws fixed on the upper end surface of the bottom plate 4-2, and are fixed and locked with the corresponding connecting screws through locking nuts;

[0057] Step 5: Fix two adjacent diagonal braces 1-1 of two adjacent support units 1 together through a plurality of horizontal connectors 2 distributed at longitudinal intervals. Specifically, respectively connect the flanges at both ends of the horizontal connector 2 to the corresponding flanges on the two adjacent diagonal braces 1-1, and fix the two opposite flanges together through a bolt assembly.

[0058] Example 3

[0059] A reinforcement structure for the side panels of an ultra-high prefabricated water pool, which differs from the reinforcement structure for the side panels of an ultra-high prefabricated water pool in Example 2 in that: the foot plate 1-6 is a flange plate, and the inner side surface of the side panel 4-1 and the upper end surface of the bottom plate 4-2 are pre-embedded with exposed docking flanges, and the foot plate 1-6 is docked with the docking flanges corresponding to the inner side surface of the side panel 4-1 and the upper end surface of the bottom plate 4-2, and then fixedly connected together by a bolt assembly.

[0060] A construction principle of a reinforcement structure for the side panels of an ultra-high assembled pool in Example 3:

[0061] Step 1: excavate the foundation, confirm the elevation and flatness of the foundation surface, cast the bottom plate 4-2, and reserve a groove on the outer peripheral side of the upper end surface of the bottom plate 4-2;

[0062] Step 2: After the bottom plate 4-2 is solidified, several prefabricated panel units 4-1a are hoisted into the grooves on the bottom plate 4-2 and are spliced ​​and fixedly connected to form the side plates 4-1, and concrete is poured into the grooves;

[0063] Step 3: The inner side surfaces of two adjacent side panels 4-1 at the corners of the super-high assembled water pool 4 are fixedly pulled together through a plurality of horizontal connectors 2 3 distributed at longitudinal intervals, and the two ends of the horizontal connector 2 3 are respectively connected to the joint positions of two adjacent prefabricated panel units 4-1a on the corresponding side panels 4-1, and are welded and fixedly connected with the steel bar joints at the corresponding joint positions that extend and are exposed to the outside of the vertical edge surfaces of the prefabricated panel units 4-1a, and concrete is poured at the joint positions of the two prefabricated panel units 4-1a;

[0064] Step 4: After the concrete inside the groove is solidified, several diagonal bracing rods 1-1, horizontal connecting rods 1-2, horizontal supporting rods 1-3, diagonal tie rods 1-4, vertical supporting rods 1-5 and bolt assemblies are hoisted into the inside of the pool, and assembled into four supporting units 1, and the four supporting units 1 are circumferentially distributed one by one on the inner side surfaces of the four side panels 4-1, and the foot plates 1-6 at the upper ends of the diagonal bracing rods 1-1 and the foot plates 1-6 at the free ends of the horizontal supporting rods 1-3 on each supporting unit 1 are respectively connected to the pre-embedded and fixed docking flanges on the inner side surfaces of the corresponding side panels 4-1, and are connected and fixed together by bolt assemblies; the foot plates 1-6 at the lower ends of the diagonal bracing rods 1-1 and the foot plates 1-6 at the lower ends of the vertical supporting rods 1-5 on each supporting unit 1 are respectively connected to the pre-embedded and fixed docking flanges on the upper end surface of the bottom plate 4-2, and are connected and fixed together by bolt assemblies;

[0065] Step 5: Fix two adjacent diagonal braces 1-1 of two adjacent support units 1 together through a plurality of horizontal connectors 2 distributed at longitudinal intervals. Specifically, respectively connect the flanges at both ends of the horizontal connector 2 to the corresponding flanges on the two adjacent diagonal braces 1-1, and fix the two opposite flanges together through a bolt assembly.

[0066] The utility model discloses a reinforcement structure for the side panels of an ultra-high assembled water pool. By arranging a support unit on the outer side surface of the side panels of an above-ground ultra-high assembled water pool or the inner side surface of the side panels of an underground ultra-high assembled water pool, the structural firmness and durability of the side panels of the ultra-high assembled water pool are significantly improved, so that the side panels of the above-ground ultra-high assembled water pool can resist the scouring of the internal water flow and the pressure of the water body for a long time without quality problems such as cracking, leakage, and deformation. Alternatively, the side panels of the underground ultra-high assembled water pool can resist the scouring of the internal water flow, the pressure of the water body and the pressure of the external soil for a long time without quality problems such as cracking, leakage, and deformation, thereby helping to extend the overall service life of the ultra-high assembled water pool. The overall structural design is simple, the preparation and implementation feasibility is high, and the practicability is strong, laying a foundation for the widespread popularization and application of ultra-high assembled water pools.

[0067] The above is only a preferred embodiment of the present invention. It should be pointed out that for ordinary technicians in this technical field, several improvements and modifications can be made without departing from the technical principle of the present invention. These improvements and modifications should also be regarded as the protection scope of the present invention.

Claims

1. A reinforcement structure for the side plate of an ultra-high assembled pool, comprising an ultra-high assembled pool (4), wherein the ultra-high assembled pool (4) comprises a side plate (4-1) and a bottom plate (4-2), wherein the lower end of the side plate (4-1) is cast in a groove reserved on the outer peripheral side of the upper end surface of the bottom plate (4-2), characterized in that: The invention comprises a plurality of support units (1); when the super-high assembled water pool (4) is located on the ground: the plurality of support units (1) are circumferentially distributed outside the super-high assembled water pool (4), the upper end and the inner side of the support unit (1) are fixedly connected to the outer side of the side plate (4-1), and the lower end of the support unit (1) is fixedly arranged on the bottom plate (4-2) or the foundation of the water pool; when the super-high assembled water pool (4) is located below the ground: the plurality of support units (1) are circumferentially distributed inside the super-high assembled water pool (4), the upper end and the inner side of the support unit (1) are fixedly connected to the inner side of the side plate (4-1), and the lower end of the support unit (1) is fixedly arranged on the bottom plate (4-2).

2. The reinforcement structure for the side plate of the super-high assembled pool according to claim 1, characterized in that: Two adjacent support units (1) are fixedly connected together via a plurality of horizontal connecting members (2) that are longitudinally spaced apart.

3. The reinforcement structure for the side plate of the super-high assembled pool according to claim 2, characterized in that: The cross section of the super-high assembled water pool (4) is a rectangular structure, and the inner side surfaces of two adjacent side panels (4-1) located at the corner of the super-high assembled water pool (4) are fixedly connected together by a plurality of horizontal connecting members (3) distributed at longitudinal intervals.

4. The reinforcement structure for the side plate of the super-high assembled pool according to claim 3, characterized in that: The support unit (1) comprises a plurality of diagonal bracing rods (1-1) arranged in parallel and spaced apart in a horizontal direction, the plurality of diagonal bracing rods (1-1) are welded and fixedly connected together by a plurality of horizontal connecting rods (1-2) arranged in parallel and spaced apart in a length direction thereof, the diagonal bracing rods (1-1) are fixedly provided with a plurality of horizontal bracing rods (1-3) distributed in intervals along a length direction thereof and vertically facing the corresponding side plates (4-1), the upper ends of the plurality of diagonal bracing rods (1-1) and the free ends of the plurality of horizontal bracing rods (1-3) are fixedly provided on the inner side surface or the outer side surface of the corresponding side plates (4-1), the lower ends of the diagonal bracing rods (1-1) are fixedly provided with a vertical bracing rod (1-5) extending downward, and the lower ends of the plurality of diagonal bracing rods (1-1) and the lower ends of the vertical bracing rods (1-5) are fixedly provided on the bottom plate (4-2) or the foundation of the pool.

5. The reinforcement structure for the side plate of the super-high assembled pool according to claim 4, characterized in that: The upper and lower ends of the diagonal support rod (1-1), the free end of the horizontal support rod (1-3), and the lower end of the vertical support rod (1-5) are all fixedly provided with foot plates (1-6), and the foot plates (1-6) are provided with mounting holes; The foot plate (1-6) is fixed to the side plate (4-1), the bottom plate (4-2) or the pool foundation by expansion bolts inserted into the mounting holes; or, the side plate (4-1), the bottom plate (4-2) or the pool foundation is pre-embedded with exposed connecting screws, and the foot plate (1-6) is sleeved on the corresponding connecting screws on the side plate (4-1), the bottom plate (4-2) or the pool foundation through the mounting holes, and is fixed and locked with the corresponding connecting screws by locking nuts; or, the foot plate (1-6) is a flange plate, and the side plate (4-1), the bottom plate (4-2) or the pool foundation is pre-embedded with exposed docking flanges, and the foot plate (1-6) is docked with the corresponding docking flanges on the side plate (4-1), the bottom plate (4-2) or the pool foundation and is fixedly connected together by bolt assemblies.

6. The reinforcement structure for the side plate of the super-high assembled pool according to claim 5, characterized in that: The horizontal support rod (1-3) and the vertical support rod (1-5) are both fixedly arranged at the intersection of the diagonal support rod (1-1) and the horizontal connecting rod (1-2); An oblique tie rod (1-4) is also provided between two adjacent horizontal support rods (1-3) on the same oblique support rod (1-1); one end of the oblique tie rod (1-4) is fixedly arranged on a foot plate (1-6) at the end of one horizontal support rod (1-3); and the other end of the oblique tie rod (1-4) is fixedly arranged at the intersection of the other horizontal support rod (1-3) and the oblique support rod (1-1).

7. The reinforcement structure for the side plate of the super-high assembled pool according to claim 6, characterized in that: The side panel (4-1) is formed by butt-jointing a plurality of prefabricated panel units (4-1a), and two adjacent prefabricated panel units (4-1a) are welded and fixedly connected together by a steel bar joint extending and exposed to the outside of the vertical edge surface, and the two ends of the second horizontal connecting member (3) are respectively connected to the joint positions of the two adjacent prefabricated panel units (4-1a) on the corresponding side panel (4-1), and are welded and fixedly connected together with the steel bar joint extending and exposed to the outside of the vertical edge surface of the prefabricated panel unit (4-1a) at the corresponding joint position, and concrete is also poured at the joint position of the two prefabricated panel units (4-1a).

8. The reinforcement structure for the side plate of the super-high assembled pool according to claim 7, characterized in that: The plurality of diagonal braces (1-1) on each of the support units (1) correspond one-to-one to the plurality of prefabricated panel units (4-1a) on the corresponding side panels (4-1).

9. The reinforcement structure for the side plate of an ultra-high assembled pool according to claim 8, characterized in that: The diagonal bracing rods (1-1), horizontal connecting rods (1-2), horizontal supporting rods (1-3), diagonal tie rods (1-4), vertical supporting rods (1-5) and foot plates (1-6) are fixedly connected to form the supporting unit (1) through a welding process; the two ends of the horizontal connecting member (2) are respectively welded and fixedly connected to two adjacent supporting units (1).

10. The reinforcement structure for the side plate of an ultra-high assembled pool according to claim 8, characterized in that: The diagonal bracing rods (1-1), horizontal connecting rods (1-2), horizontal supporting rods (1-3), diagonal tie rods (1-4), and vertical supporting rods (1-5) are fixedly connected to form the supporting unit (1) via flanges and bolt assemblies; the two ends of the horizontal connecting member (2) are respectively fixedly connected to two adjacent supporting units (1) via flanges and bolt assemblies; the foot plates (1-6) are welded and fixedly arranged at the two ends of the corresponding diagonal bracing rods (1-1), the free ends of the horizontal supporting rods (1-3), or the lower ends of the vertical supporting rods (1-5).

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