Bidirectional arc rib super-rigidity large-module pump box integrated pool and construction method thereof

Abstract

The invention relates to the technical field of pool construction, and discloses a bidirectional arc rib super-rigidity large-module pump box integrated pool and a construction method thereof.The bidirectional arc rib super-rigidity large-module pump box integrated pool comprises a concrete bottom plate, the concrete bottom plate is provided with a pool and a pump room, and the pool is connected with the pump room through a pipeline; the pool comprises composite large modules, a supporting assembly and a cover plate, the multiple composite large modules are installed on a concrete bottom plate, the cover plate covers the composite large modules, and the concrete bottom plate, the composite large modules and the cover plate define a cuboid pool structure; the supporting assembly is arranged in the water pool and is supported and connected among the concrete bottom plate, the composite large module and the cover plate; and the composite large module is a bidirectional arc rib stainless steel plate. The pump box integrated design of the water pool is realized; the supporting assembly reinforces the pool in all directions; the composite large module is arranged to be a bidirectional arc rib stainless steel plate, the rigidity of the pool is improved, and the tonnage of the water tank is improved.

Description

Technical Field

[0001] The present invention relates to the technical field of water pool construction, and more specifically to a bidirectional arc rib ultra-rigidity large module pump box integrated water pool and a construction method thereof. Background Art

[0002] The box-pump integrated water tank integrates the key components such as the fire water tank, water pump unit, control equipment and piping system into one unit (usually underground) to form an independent and efficient fire water supply system.

[0003] In the prior art, for example, the utility model patent with application number CN202021646089.6 discloses a domestic water supply tank with integrated box and pump, including a water supply tank, a pump group and a power supply control cabinet. The water supply tank is a rectangular box body, and is provided with an inlet pipe, a manhole, a water outlet pipe, a filter net, a disinfectant storage box, a nozzle and a stirring device. The inlet pipe, the outlet pipe and the stirring device are located on the side end face of the water supply tank, the manhole and the disinfectant storage box are located on the upper end face of the water supply tank, the filter net and the nozzle are located in the water supply tank, the pump group is connected to the water supply tank through the water outlet pipe, and the power supply control cabinet is connected to the pump group through wires. This device integrates filtration and disinfection, and is a domestic water supply tank with a high degree of independence.

[0004] As the demand for water in urban life increases, the required tank tonnage also increases, which places more stringent requirements on the rigidity and water storage capacity of the tank.

[0005] Therefore, it is necessary to propose a bidirectional arc rib ultra-rigid large modular pump box integrated water pool and a construction method thereof, so as to at least partially solve the problems existing in the prior art. Summary of the invention

[0006] A series of simplified concepts are introduced in the Summary of the Invention, which will be further described in detail in the Detailed Description of the Invention. The Summary of the Invention does not mean to attempt to define the key features and essential technical features of the claimed technical solution, nor does it mean to attempt to determine the scope of protection of the claimed technical solution.

[0007] In order to at least partially solve the above problems, the present invention provides a bidirectional arc rib ultra-rigid large modular pump box integrated water pool and a construction method thereof.

[0008] The bidirectional arc rib ultra-rigid large module pump box integrated water tank includes:

[0009] Concrete base plate, a water pool and a pump room are installed on the concrete base plate, and the water pool is connected to the pump room through pipelines; the water pool includes a composite large module, a support assembly and a cover plate, multiple composite large modules are installed on the concrete base plate, the cover plate is arranged on the top of the composite large module, and the concrete base plate, the composite large module and the cover plate are arranged to form a rectangular water pool structure; the support assembly is arranged inside the water pool, and is supported and connected between the concrete base plate, the composite large module and the cover plate; the composite large module is arranged as a bidirectional arc rib stainless steel plate.

[0010] Preferably, a concrete base plate is prefabricated in a foundation pit, a groove is prefabricated on the concrete base plate, and the large composite module is installed in the groove.

[0011] Preferably, the support assembly includes a plurality of support columns and a plurality of connecting rods, the support columns are vertically connected between the concrete base plate and the cover plate, and the plurality of support columns are evenly arranged inside the pool; each support column is provided with a plurality of connecting nodes along the vertical direction, and each connecting node is evenly connected with four connecting rods, and the connecting rods are connected between adjacent support columns and between the support columns and the composite large module.

[0012] Preferably, the pump room comprises a composite large module and a cover plate having the same structure as the pool, and the concrete bottom plate, the composite large module of the pump room and the cover plate of the pump room are arranged to form a rectangular pump room structure.

[0013] Preferably, the composite large module includes: a stainless steel pool plate, a first curved rib and a second curved rib, a plurality of first curved ribs are vertically connected to the stainless steel pool plate, a plurality of second curved ribs are transversely connected to the stainless steel pool plate, and a plurality of anti-floating connection holes are reserved at the bottom of the stainless steel pool plate.

[0014] Preferably, a protection unit is provided on the support column, and the protection unit includes a first energy-consuming component and a second energy-consuming component, and the first energy-consuming component includes:

[0015] Inner jackets, two inner jackets are detachably connected to the outside of the support column and surround the support column;

[0016] An outer jacket, which is connected to the outside of the inner jacket and is slidably connected to the surface of the support column, and a support ring is connected inside the outer jacket;

[0017] A force unloading plate is slidably connected to the outside of the outer jacket, and a plurality of force unloading plates are evenly arranged along the circumferential direction of the outer jacket, and gaps are provided between adjacent force unloading plates; a second energy dissipation component is arranged between the force unloading plate and the support ring;

[0018] A reinforcement ring, the reinforcement ring is connected around the outer side of the force unloading plate, and a plurality of reinforcement rings are arranged in the vertical direction;

[0019] The unloading ring is connected to the inner jacket in an annular direction; an annular cavity is arranged in the unloading ring, and a plurality of resistance grooves are arranged on one side of the annular cavity;

[0020] A bent rod, one end of which is connected to the inner wall of the support ring, and the other end of which extends into the annular cavity and is symmetrically connected to two balls on both sides, and the balls are arranged to roll in the annular cavity;

[0021] A slide rod is horizontally connected in the resistance groove, a resistance ball is slidably connected to one side of the slide rod close to the annular cavity, a spring is connected between the resistance ball and the end of the resistance groove, and the spring is sleeved on the slide rod.

[0022] Preferably, the second energy consuming component comprises:

[0023] A movable plate, the movable plate is slidably connected to the outside of the outer jacket, and a spring is connected between the movable plate and the support ring;

[0024] An airbag, wherein the airbag is connected between the movable plate and the force unloading plate;

[0025] A first guide post, the first guide post is connected to a side of the movable plate close to the support ring, and the first guide post is vertically arranged and slidably connected to the support ring;

[0026] A booster block, one side of which is connected to the airbag, and a through slot for the booster block to pass through is provided on the movable plate;

[0027] A second guide post, the second guide post is connected to the other side of the booster block, and the second guide post is vertically arranged and slidably connected to the support ring;

[0028] A wedge-shaped slider is slidably connected to the outside of the support ring, and one end of the wedge-shaped slider extends into the gap between the booster block and the support ring;

[0029] A connecting rod, both ends of which are respectively hinged to the movable plate and the other end of the wedge-shaped sliding block.

[0030] Preferably, a method for constructing a bidirectional arc rib ultra-rigid large modular pump box integrated water pool is used to construct the bidirectional arc rib ultra-rigid large modular pump box integrated water pool, comprising the following steps: excavating a foundation pit, pouring a concrete base plate, installing a composite large module, installing the water pool and internal equipment of the pump room, installing a top cover plate, and connecting anti-floating steel bars.

[0031] Preferably, excavating a foundation pit: excavating a foundation pit at a specified location to a depth that reaches a specified value according to the design drawings;

[0032] Casting concrete bottom plate: Anchor rods are used to reinforce the inner wall of the foundation pit, and concrete is poured according to the design requirements to form a concrete bottom plate with prefabricated grooves on the concrete bottom plate;

[0033] Install the large composite module: Use lifting equipment to install the large composite module in the groove according to the designed position;

[0034] Install the internal equipment of the water pool and pump room: Use hot-dip galvanized high-strength screws to connect the support components to the composite large modules, and install the internal equipment and supports of the pump room;

[0035] Install the top cover: Install the cover on the top of the large composite module. The cover completely covers the equipment and the ground, and vents and observation ports are reserved on the cover;

[0036] Connect anti-floating steel bars: Connect anti-floating steel bars on the groove and the large composite module, and pour concrete inside and outside the groove.

[0037] Preferably, a plurality of anti-floating connection holes are reserved at the lower portion of the large composite module, and the anti-floating connection holes are used to connect anti-floating steel bars.

[0038] Preferably, C40P6 concrete is poured inside and outside the groove.

[0039] Preferably, the method further comprises the following steps:

[0040] Equipment assembly and commissioning: After the equipment is assembled, inject water to the designed water level and check the operation of the equipment; at the same time, connect the power supply and test the control cabinet and water pump;

[0041] Equipment anti-corrosion treatment: After all the equipment is installed, the foundation pit is backfilled and the equipment body and its surrounding environment are treated with anti-corrosion.

[0042] Compared with the prior art, the present invention has at least the following beneficial effects:

[0043] The present invention provides a bidirectional arc rib ultra-rigid large module pump box integrated water pool, in which the water pool and the pump room are installed on a concrete base plate and connected by pipelines, thereby realizing an integrated pump box design of the water pool; the water pool is composed of a concrete base plate, a composite large module and a cover plate, and a water storage space is formed inside the water pool; a support component is arranged inside the water pool and supported between the concrete base plate, the composite large module and the cover plate, thereby forming a support skeleton inside the water pool and reinforcing the water pool in all directions; the pump room and the water pool adopt the same composite large module and cover plate structure; the composite large module is set as a bidirectional arc rib stainless steel plate, and the bidirectional arc ribs are used to resist water pressure, thereby improving the rigidity of the water pool, being able to withstand greater pressure, having better anti-deformation ability, and realizing an increase in the tonnage of the water tank.

[0044] The method for constructing a water pool with bidirectional arc ribs and ultra-rigid large module pump box integration provided by the present invention adopts a prefabricated concrete bottom plate to ensure the rigidity of the bottom of the water pool and the accuracy of the installation position, can provide stable support for the water pool and the pump room body, improve the overall rigidity and compressive resistance of the water pool, thereby improving the water storage capacity of the water pool and realizing the increase of the tonnage of the water tank; the composite large module is combined and reinforced by a support component, and a sealing water stop strip is arranged at the connection between the support component and the composite large module to ensure the sealing performance at the support position of the water pool; a layer of special sealing material is applied on both sides of the inner and outer sides of the groove to improve the sealing performance of the connection between the composite large module and the groove; the composite large module is firmly connected in the groove by anti-floating steel bars, which can effectively resist the buoyancy of groundwater on the water pool; after the equipment is assembled, a water injection test is carried out to detect the water leakage points of the equipment, and debugging is carried out during the installation stage; after the foundation pit is backfilled, the corrosion rate of the outer wall of the water pool is slowed down by anti-corrosion treatment of the equipment and the surrounding environment, thereby extending the service life of the water pool.

[0045] The bidirectional arc rib ultra-rigidity large modular pump box integrated water pool and its construction method described in the present invention, and other advantages, objectives and features of the present invention will be reflected in part through the following description, and in part will also be understood by technical personnel in the field through research and practice of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS

[0046] The accompanying drawings are used to provide a further understanding of the present invention and constitute a part of the specification. Together with the embodiments of the present invention, they are used to explain the present invention and do not constitute a limitation of the present invention. In the accompanying drawings:

[0047] Figure 1 It is a structural schematic diagram of a bidirectional arc rib ultra-rigid large modular pump box integrated water pool in the present invention;

[0048] Figure 2 It is a structural schematic diagram of the foundation pit and the concrete bottom plate in the present invention;

[0049] Figure 3 It is a schematic diagram of the connection structure of the support assembly in the present invention;

[0050] Figure 4 It is a structural schematic diagram of the composite large module in the present invention;

[0051] Figure 5 It is a schematic diagram of the cross-sectional structure of the composite large module in the present invention;

[0052] Figure 6 It is a flow chart of the method for constructing a bidirectional arc rib ultra-rigid large modular pump box integrated water pool in the present invention;

[0053] Figure 7 It is a structural schematic diagram of the protection unit in the present invention;

[0054] Figure 8 It is a schematic diagram of the cross-sectional structure of the protection unit in the present invention;

[0055] Fig. 9 For the present invention Figure 8 A schematic diagram of the local enlarged structure at point A in the middle;

[0056] Fig.10 For the present invention Fig. 9 Schematic diagram of the local enlarged structure at point B in the middle.

[0057] In the figure: 1. concrete base plate; 2. water pool; 3. pump room; 4. composite large module; 6. cover plate; 7. foundation pit; 8. groove; 9. support column; 11. connecting rod; 12. stainless steel water pool plate; 13. first arc rib; 14. second arc rib; 21. inner jacket; 22. outer jacket; 23. support ring; 24. unloading plate; 25. reinforcement ring; 26. unloading ring; 27. bent rod; 28. ball; 29. ​​resistance groove; 30. annular cavity; 31. sliding rod; 32. resistance ball; 33. movable plate; 34. airbag; 35. first guide column; 36. booster block; 37. second guide column; 38. wedge-shaped slider; 39. connecting rod. DETAILED DESCRIPTION

[0058] The present invention is further described in detail below in conjunction with the accompanying drawings and embodiments so that those skilled in the art can implement the invention with reference to the description.

[0059] It should be understood that the terms such as “having”, “including” and “comprising” used herein do not exclude the existence or addition of one or more other elements or combinations thereof.

[0060] Embodiment 1:

[0061] like Figure 1-5 As shown, the present invention provides a bidirectional arc rib ultra-rigid large module pump box integrated water pool, comprising:

[0062] A concrete base plate 1 is provided, on which a water pool 2 and a pump room 3 are installed, and the water pool 2 is connected to the pump room 3 through a pipeline; the water pool 2 includes a composite large module 4, a support assembly and a cover plate 6, and multiple composite large modules 4 are installed on the concrete base plate 1, and the cover plate 6 is covered on the composite large module 4, and the concrete base plate 1, the composite large module 4 and the cover plate 6 are surrounded to form a rectangular water pool structure; the support assembly is arranged inside the water pool, and is supported and connected between the concrete base plate 1, the composite large module 4 and the cover plate 6; the composite large module 4 is arranged as a bidirectional arc-ribbed stainless steel plate.

[0063] The pump room 3 comprises a composite large module 4 and a cover plate 6 having the same structure as the water pool 2. The concrete bottom plate 1, the composite large module 4 of the pump room 3 and the cover plate 6 of the pump room 3 are arranged to form a rectangular parallelepiped pump room structure.

[0064] The working principle and beneficial effects of the above technical solution are:

[0065] The bidirectional arc rib ultra-rigid large module pump box integrated water pool has the water pool 2 and the pump room 3 installed on the concrete base plate 1 and connected by pipelines to realize the integrated pump box design of the water pool; the water pool 2 is composed of a concrete base plate 1, a composite large module 4 and a cover plate 6, and a water storage space is formed inside the water pool 2; the support assembly is arranged inside the water pool 2 and supported between the concrete base plate 1, the composite large module 4 and the cover plate 6 to form a support skeleton inside the water pool 2 to reinforce the water pool 2 in all directions; the pump room 3 and the water pool 2 adopt the same composite large module 4 and cover plate 6 structure; the composite large module 4 is set as a bidirectional arc rib stainless steel plate, and the bidirectional arc ribs are used to resist water pressure, thereby improving the rigidity of the water pool 2, being able to withstand greater pressure, having better anti-deformation ability, and realizing an increase in the tonnage of the water tank.

[0066] The concrete floor 1 is prefabricated in the foundation pit 7, and a groove 8 is prefabricated on the concrete floor 1, and the composite large module 4 is installed in the groove 8. The groove 8 is prefabricated in the concrete floor 1 to facilitate the installation and positioning of the composite large module 4.

[0067] Among them, a plurality of anti-floating connection holes are arranged at the lower part of the composite large module 4, a plurality of anti-floating steel bars are arranged in the groove 8, and the two ends of the anti-floating steel bars are respectively connected to the bottom of the groove 8 and the anti-floating connection holes.

[0068] After the composite large module 4 of the water pool 2 and the pump room 3 is installed, the anti-floating steel bar is connected to the anti-floating connection hole of the composite large module 4, and the other end thereof is connected to the bottom of the groove 8, and then concrete is poured inside and outside the groove 8 to fix the anti-floating steel bar and the composite large module 4; when the groundwater level rises, the anti-floating steel bar has a downward pulling force on the water pool 2 and the pump room 3, thereby improving the overall anti-floating ability of the water pool.

[0069] Embodiment 2:

[0070] like Figure 3 As shown, on the basis of the above-mentioned embodiment 1, the support assembly includes a plurality of support columns 9 and a plurality of connecting rods 11, the support columns 9 are vertically connected between the concrete base plate 1 and the cover plate 6, and the plurality of support columns 9 are evenly arranged inside the water pool 2; each support column 9 is provided with a plurality of connecting nodes along the vertical direction, and each connecting node is evenly connected with four connecting rods 11, and the connecting rods 11 are connected between adjacent support columns 9 and between the support columns 9 and the composite large module 4.

[0071] The working principle and beneficial effects of the above technical solution are:

[0072] The support assembly is configured as a combined structure of detachably connected support columns 9 and connecting rods 11. After some of the composite large modules 4 are installed, the connecting rods 11 are connected to the composite large modules 4 by hot-dip galvanized high-strength screws, and then the support columns 9 are installed, the connecting rods 11 are installed around the support columns 9, and the connecting rods 11 are connected to the corresponding composite large modules 4; then the remaining support columns 9 and connecting rods 11 are installed, and the installation of the remaining composite large modules 4 is completed; the rapid combination and installation of the support assembly and the composite large module 4 is effectively realized, forming support for the inside and top of the composite large module 4, and improving the overall rigidity of the water tank 2.

[0073] Embodiment 3:

[0074] like Figure 4 , 5 As shown, based on the above-mentioned embodiment 1, the composite large module 4 includes: a plurality of first arc-shaped ribs 13 vertically connected to the stainless steel pool plate 12, a plurality of second arc-shaped ribs 14 horizontally connected to the stainless steel pool plate 12, and a plurality of anti-floating connection holes are reserved at the lower part of the stainless steel pool plate 12.

[0075] The working principle and beneficial effects of the above technical solution are:

[0076] A first arc-shaped rib 13 and a second arc-shaped rib 14 are formed by pressing on the stainless steel pool plate 12. The inner arc-shaped surfaces of the first arc-shaped rib 13 and the second arc-shaped rib 14 serve as water pressure-bearing surfaces and can withstand higher water pressure. The two groups of arc-shaped ribs arranged horizontally and vertically can solve the problem that the pool 2 is prone to deformation due to insufficient lateral rigidity when the vertical arc-shaped ribs are arranged alone, thereby improving the overall rigidity and flatness of the pool 2, being able to withstand higher water pressure, and thereby achieving an increase in the tonnage of the water tank.

[0077] Embodiment 4:

[0078] like Figure 7-10 As shown, on the basis of the above-mentioned embodiment 1, a protection unit is provided on the support column 9, and the protection unit includes a first energy-consuming component and a second energy-consuming component, and the first energy-consuming component includes:

[0079] Inner jackets 21, two inner jackets 21 are detachably connected to the outside of the support column 9 and surround the support column 9;

[0080] An outer jacket 22, the outer jacket 22 is connected to the outer side of the inner jacket 21 and is slidably connected to the surface of the support column 9, and a support ring 23 is connected inside the outer jacket 22;

[0081] The unloading plate 24 is slidably connected to the outside of the outer jacket 22, and a plurality of unloading plates 24 are evenly arranged along the circumference of the outer jacket 22, and gaps are provided between adjacent unloading plates 24; the second energy dissipation component is arranged between the unloading plate 24 and the support ring 23;

[0082] A reinforcement ring 25, the reinforcement ring 25 is connected around the outer side of the force unloading plate 24, and a plurality of reinforcement rings 25 are arranged in the vertical direction;

[0083] The unloading ring 26 is connected to the inner jacket 21 in an annular direction; an annular cavity 30 is provided in the unloading ring 26, and a plurality of resistance grooves 29 are provided on one side of the annular cavity 30;

[0084] A bent rod 27, one end of which is connected to the inner wall of the support ring 23, and the other end of which extends into the annular cavity 30, and two balls 28 are symmetrically connected on both sides, and the balls 28 are rollingly arranged in the annular cavity 30;

[0085] The slide rod 31 is horizontally connected in the resistance groove 29 , and a resistance ball 32 is slidably connected to one side of the slide rod 31 close to the annular cavity 30 . A spring is connected between the resistance ball 32 and the end of the resistance groove 29 , and the spring is sleeved on the slide rod 31 .

[0086] The working principle and beneficial effects of the above technical solution are:

[0087] The support assembly is arranged inside the pool 2. During the process of storing or discharging water, the flow of water will impact the support column 9, affecting the stability of the support column 9 and the pool 2 as a whole. A protective unit is arranged on the support column 9, and two inner jackets 21 are buckled on the outside of the support column 9 and connected by bolts. Limiting strips and limiting grooves are correspondingly arranged on the inner jacket 21 and the support column 9 to prevent the inner jacket 21 from moving up and down; after the inner jacket 21 is installed, the inner side of the outer jacket 22 contacts the surface of the support column 9; when the water flow impacts the support column 9, the water flow impacts the unloading ring 26, and the reinforcement ring 25 is used to keep the outer structure of the unloading ring 26 stable. The unloading rings 26 are arranged at intervals to form an uneven structure, which is caused to rotate under the impact of the water flow, and the unloading ring 26 drives the outer jacket 22 to rotate, and the support ring 2 3 drives the bent rod 27 to rotate; the ball 28 on the bent rod 27 moves along the annular cavity 30, and the annular cavity 30 guides the rotation of the bent rod 27 and the outer jacket 22; when the ball 28 moves to the position corresponding to the resistance groove 29, the ball 28 presses the resistance ball 32 to move into the resistance groove 29, and the sliding rod 31 guides the movement of the resistance ball 32; when the ball 28 moves to separate from the resistance groove 29, the resistance ball 32 pops out into the annular cavity 30 under the action of the spring; the bent rod 27 drives the ball 28 to move in the annular cavity 30, and each time it passes through the resistance groove 29, it will be blocked by the resistance ball 32.

[0088] Through the above-mentioned structural design, the first energy-absorbing component is adopted, and the outer jacket 22 rotates to guide the water flow to the side of the support column 9, thereby changing the direction of the impact force of the water flow when passing through the support column 9, realizing the effect of unloading the impact force of the water flow, reducing the direct impact on the support column 7, and thus improving the stability of the support column 7; a plurality of resistance grooves 29 are set up, and the ball 28 is blocked by the resistance ball 32 to reduce the kinetic energy of the bent rod 27, thereby reducing the rotation amplitude of the outer jacket 22, that is, converting part of the water flow impact force into the force of squeezing the resistance ball 32 to move, thereby playing a further energy-absorbing role and helping to unload the water flow impact force.

[0089] Embodiment 5:

[0090] like Figure 7-10 As shown, based on the above-mentioned embodiment 4, the second energy consumption component includes:

[0091] A movable plate 33, the movable plate 33 is slidably connected to the outside of the outer jacket 22, and a spring is connected between the movable plate 33 and the support ring 23;

[0092] An airbag 34, the airbag 34 is connected between the movable plate 33 and the force unloading plate 24;

[0093] A first guide post 35, the first guide post 35 is connected to a side of the movable plate 33 close to the support ring 23, and the first guide post 35 is vertically arranged and slidably connected to the support ring 23;

[0094] A booster block 36, one side of which is connected to the airbag 34, and a through slot for the booster block 36 to pass through is provided on the movable plate 33;

[0095] A second guide post 37, the second guide post 35 is connected to the other side of the booster block 36, and the second guide post 37 is vertically arranged and slidably connected to the support ring 23;

[0096] A wedge-shaped slider 38, the wedge-shaped slider 38 is slidably connected to the outside of the support ring 23, and one end of the wedge-shaped slider 38 extends into the gap between the booster block 36 and the support ring 23;

[0097] The connecting rod 39 has two ends which are respectively hinged to the movable plate 33 and the other end of the wedge-shaped slider 38.

[0098] The working principle and beneficial effects of the above technical solution are:

[0099] The airbag 34 in the second energy dissipation component is supported and arranged between the movable plate 33 and the unloading plate 24. When the water flow impacts the unloading plate 24, the unloading plate 24 squeezes the airbag 34, so that the pressure in the airbag 34 increases, and at the same time pushes the movable plate 33 to slide along the inner wall of the outer jacket 22 toward the support ring 23. The spring provides elastic force for the movable plate 33. When the movable plate 33 moves, the first guide column 35 slides relative to the support ring 23, guiding the movement of the movable plate 33. Under the action of the spring elastic force and the airbag 34 elastic force, the impact of the water flow impact force on the support column 9 body is reduced, playing the role of energy dissipation of the water flow impact. A boost block 36 is provided. When the movable plate 33 moves a preset distance, the boost block 36 contacts the support ring 23 and squeezes into the airbag 34, thereby increasing the gas pressure in the airbag 34, thereby maintaining the elasticity of the airbag 34 and being able to resist the impact of water flow with greater impact force, thereby avoiding frequent deformation in the airbag 34 to cause gas loss and affect the elasticity of the airbag 34; when the movable plate 33 moves, the wedge-shaped slider 38 is driven by the connecting rod 39 to slide along the inner wall of the support ring 23, and the wedge-shaped surface of the wedge-shaped slider 38 squeezes the inner side of the boost block 36, so that the length squeezed into the airbag 34 is longer, and the boost effect on the airbag 34 is more obvious.

[0100] Through the above-mentioned structural design, a second energy-absorbing component is adopted, and the airbag 34 is used to support the unloading plate 24. Under the joint action of the spring force and the airbag 34 elastic force, the impact of the water flow on the unloading plate 24 is reduced, and the deformation of the unloading plate 24 and the outer jacket 22 is reduced, thereby maintaining the stability of the protection unit structure, reducing the impact on the support column 9 body, and playing an energy-absorbing role in the water flow impact; at the same time, when the water flow impact causes the movable plate 33 to move more than the preset range, the airbag 34 is automatically pressurized, the air pressure in the airbag 34 is compensated, and the elasticity of the airbag 34 is maintained.

[0101] Embodiment 6:

[0102] like Figure 6 As shown, based on the above-mentioned Example 1, the present invention provides a method for constructing a bidirectional arc rib ultra-rigid large modular pump box integrated water pool, which is used to construct the bidirectional arc rib ultra-rigid large modular pump box integrated water pool, including the following steps: excavating a foundation pit 7, pouring a concrete bottom plate 1, installing a composite large module 4, installing internal equipment of the water pool 2 and the pump room 3, installing a top cover plate 6, and connecting anti-floating steel bars.

[0103] The working principle and beneficial effects of the above technical solution are:

[0104] The method for constructing a bidirectional arc rib ultra-rigid large modular pump box integrated water pool comprises the following steps:

[0105] Excavation of foundation pit 7: According to the design drawings, excavate foundation pit 7 at the designated location with a depth reaching the specified value; during the excavation process, pay attention to the groundwater level and geological conditions to ensure that the surrounding area of ​​the foundation pit is not affected;

[0106] Casting concrete bottom plate 1: Anchor rods are used to reinforce the inner wall of the foundation pit 7, and concrete is poured according to the design requirements to form a concrete bottom plate 1, and a groove 8 is prefabricated on the concrete bottom plate 1;

[0107] Install the composite large module 4: Use the lifting equipment to install the composite large module 4 in the groove 8 according to the designed position, and fix it with hot-dip galvanized high-strength screws;

[0108] Install the internal equipment of the water pool 2 and the pump room 3: Use hot-dip galvanized high-strength screws to connect the support components to the composite large module 4, and install the internal equipment and support of the pump room 3;

[0109] Install sealing material and pads: After installing the large composite module 4, apply a layer of special sealing material on both sides of the groove 8, and then lay a set of stainless steel pads, and connect the stainless steel pads to the large composite module 4 and the concrete base plate 1 to provide additional support;

[0110] Install the top cover plate 6: Install the cover plate 6 on the top of the composite large module 4. The cover plate 6 completely covers the equipment and the ground. Ventilation holes and observation ports are reserved on the cover plate 6 for future maintenance and management;

[0111] Connecting anti-floating steel bars: Connect anti-floating steel bars on the groove 8 and the large composite module 4, and pour concrete inside and outside the groove 8 to ensure that the connection of each part is firm and reliable.

[0112] Equipment assembly and commissioning: After the equipment is assembled, water is injected to the designed water level and the equipment operation is checked. At the same time, the power supply is connected and the control cabinet and water pump are tested to ensure that there are no faults before the equipment can be put into use.

[0113] Equipment anti-corrosion treatment: After all the equipment is installed, the foundation pit 7 is backfilled, and the equipment body and its surrounding environment are treated with anti-corrosion to improve the service life and safety of the equipment.

[0114] Among them, a plurality of anti-floating connection holes are reserved at the lower part of the composite large module 4, and the anti-floating connection holes are used to connect the anti-floating steel bars.

[0115] Among them, C40P6 concrete is poured inside and outside the groove 8.

[0116] Through the above-mentioned construction method, a prefabricated concrete base plate 1 is used to ensure the rigidity of the bottom of the pool 2 and the accurate installation position, which can provide stable support for the main body of the pool 2 and the pump room 3, improve the overall rigidity and compressive resistance of the pool, and then improve the water storage capacity of the pool, and realize the increase of the tonnage of the water tank; the composite large module 4 is combined and reinforced by the support assembly, and a sealing water stop strip is set at the connection between the support assembly and the composite large module 4 to ensure the sealing performance at the support position of the pool 2; a layer of special sealing material is applied on both sides of the groove 8 to improve the sealing performance of the connection between the composite large module 4 and the groove 8; the composite large module 4 is firmly connected to the groove 8 by anti-floating steel bars, which can effectively resist the buoyancy of groundwater on the pool; after the equipment is assembled, a water injection test is carried out to detect the leakage points of the equipment, and debugging is carried out during the installation stage; after the foundation pit is backfilled, the corrosion rate of the outer wall of the pool is slowed down by anti-corrosion treatment of the equipment and the surrounding environment, thereby extending the service life of the pool.

[0117] In the description of the present invention, it is to be understood that the terms “center”, “longitudinal”, “lateral”, “length”, “width”, “thickness”, “up”, “down”, “front”, “back”, “left”, “right”, “vertical”, “horizontal”, “top”, “bottom”, “inside”, “outside”, “clockwise”, “counterclockwise”, “axial”, “radial”, “circumferential”, etc., indicating orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as limiting the present invention.

[0118] In the present invention, unless otherwise clearly specified and limited, the terms "installed", "connected", "connected", "fixed" and the like should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral one; it can be a mechanical connection, an electrical connection, or communication with each other; it can be a direct connection, or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements, unless otherwise clearly defined. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0119] Although the embodiments of the present invention have been disclosed as above, they are not limited to the applications listed in the specification and the implementation methods. They can be fully applied to various fields suitable for the present invention. For those familiar with the art, additional modifications can be easily implemented. Therefore, without departing from the general concept defined by the claims and the scope of equivalents, the present invention is not limited to the specific details and the illustrations shown and described herein.

Claims

1. Bidirectional arc rib ultra-rigid large module pump box integrated water tank, characterized in that: include: A concrete base plate (1) is provided, on which a water pool (2) and a pump room (3) are installed, and the water pool (2) is connected to the pump room (3) via a pipeline; the water pool (2) comprises a composite large module (4), a support assembly and a cover plate (6); a plurality of composite large modules (4) are installed on the concrete base plate (1), and the cover plate (6) is arranged on top of the composite large modules (4); the concrete base plate (1), the composite large modules (4) and the cover plate (6) are arranged to form a rectangular water pool structure; the support assembly is arranged inside the water pool and is supported and connected between the concrete base plate (1), the composite large modules (4) and the cover plate (6); the composite large modules (4) are arranged as bidirectional arc-ribbed stainless steel plates.

2. The bidirectional arc rib ultra-rigid large module pump box integrated water pool according to claim 1 is characterized in that: The concrete bottom plate (1) is prefabricated in the foundation pit (7), a groove (8) is prefabricated on the concrete bottom plate (1), and the large composite module (4) is installed in the groove (8).

3. The bidirectional arc rib ultra-rigid large module pump box integrated water pool according to claim 1 is characterized in that: The support assembly comprises a plurality of support columns (9) and a plurality of connecting rods (11); the support columns (9) are vertically connected between a concrete base plate (1) and a cover plate (6); and the plurality of support columns (9) are evenly arranged inside a water pool (2); each support column (9) is provided with a plurality of connecting nodes along a vertical direction, and each connecting node is evenly connected to four connecting rods (11); the connecting rods (11) are connected between adjacent support columns (9) and between a support column (9) and a composite large module (4).

4. The bidirectional arc rib ultra-rigid large module pump box integrated water pool according to claim 1 is characterized in that: The pump room (3) comprises a composite large module (4) and a cover plate (6) having the same structure as the water pool (2); the concrete bottom plate (1), the composite large module (4) of the pump room (3) and the cover plate (6) of the pump room (3) are arranged to form a rectangular parallelepiped pump room structure.

5. The bidirectional arc rib ultra-rigid large module pump box integrated water pool according to claim 1 is characterized in that: The composite large module (4) comprises: a stainless steel pool plate (12), a first arcuate rib (13) and a second arcuate rib (14), wherein a plurality of first arcuate ribs (13) are vertically connected to the stainless steel pool plate (12), a plurality of second arcuate ribs (14) are horizontally connected to the stainless steel pool plate (12), and a plurality of anti-floating connection holes are reserved at the bottom of the stainless steel pool plate (12).

6. A method for constructing a bidirectional arc rib ultra-rigid large modular pump box integrated water pool, used to construct a bidirectional arc rib ultra-rigid large modular pump box integrated water pool as described in any one of claims 1-5, characterized in that: The following steps are involved: Excavating a foundation pit (7), pouring a concrete bottom plate (1), installing a large composite module (4), installing internal equipment of a water tank (2) and a pump room (3), installing a top cover plate (6), and connecting anti-floating steel bars.

7. The method for constructing a bidirectional arc rib ultra-rigid large modular pump box integrated pool according to claim 6, characterized in that: The following steps are involved: Excavating a foundation pit (7): excavating a foundation pit (7) at a specified location with a depth reaching a specified value according to the design drawings; Casting a concrete bottom plate (1): Anchor rods are used to reinforce the inner wall of the foundation pit (7), and concrete is poured according to design requirements to form a concrete bottom plate (1), and a groove (8) is prefabricated on the concrete bottom plate (1); Installing the composite large module (4): using a lifting device to install the composite large module (4) in the groove (8) according to the designed position; Install the internal equipment of the water pool (2) and the pump room (3): Use hot-dip galvanized high-strength screws to connect the support components to the composite large module (4), and install the internal equipment and support of the pump room (3); Installing the top cover plate (6): installing the cover plate (6) on the top of the composite large module (4), the cover plate (6) completely covering the equipment and the ground, and a ventilation hole and an observation port are reserved on the cover plate (6); Connecting anti-floating steel bars: connecting anti-floating steel bars on the groove (8) and the large composite module (4), and pouring concrete inside and outside the groove (8).

8. The method for constructing a bidirectional arc-rib ultra-rigid large modular pump box integrated pool according to claim 7, characterized in that: A plurality of anti-floating connection holes are reserved at the bottom of the large composite module (4), and the anti-floating connection holes are used to connect anti-floating steel bars.

9. The method for constructing a bidirectional arc-rib ultra-rigid large modular pump box integrated pool according to claim 7, characterized in that: C40P6 concrete is poured inside and outside the groove (8).

10. The method for constructing a bidirectional arc-rib ultra-rigid large modular pump box integrated pool according to claim 7, characterized in that: The following steps are also included: Equipment assembly and commissioning: After the equipment is assembled, inject water to the designed water level and check the operation of the equipment; at the same time, connect the power supply and test the control cabinet and water pump; Equipment anti-corrosion treatment: After all the equipment is installed, the foundation pit (7) is backfilled and the equipment body and its surrounding environment are treated with anti-corrosion.

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