Three-dimensional cultivation system and construction method thereof

Abstract

The invention relates to the technical field of foundation engineering and structural engineering, in particular to a three-dimensional cultivation system and a construction method thereof. S2, defining a design layout, and designing a multi-layer structure; s3, infrastructure construction; s4, system construction and building; s5, arranging an environment regulation and control system; and S6, system joint debugging and acceptance. According to the three-dimensional cultivation system and the construction method thereof, in the step S3, the isolation layer can effectively reduce corrosion of corrosive elements in four types of environments of a building to the prestressed pipe piles, the damping layer can effectively reduce relative movement between the isolation layer and the prestressed pipe piles, and meanwhile, in the step S4 and the project putting-into-use stage, the damping layer can effectively reduce the relative movement between the isolation layer and the prestressed pipe piles. And the damping layer can further reduce the settlement process of the prestressed pipe pile.

Description

Technical Field

[0001] The present invention relates to the technical fields of foundation engineering and structural engineering, and in particular to a three-dimensional breeding system and a construction method thereof. Background Art

[0002] Three-dimensional aquaculture is a modern aquaculture model designed based on the principles of ecosystems. It uses industrialized facilities to build a three-dimensional aquaculture system to improve agricultural and fishery production efficiency, reduce labor input and environmental pollution, produce controllable and safe seafood, build controllable constant temperature buildings, carry out all-weather assembly line production, maximize space utilization, and effectively treat water quality in a circular aquaculture system, organically combining industrialization with ecological recycling. At present, the construction areas in coastal areas during the construction of three-dimensional aquaculture systems belong to the fourth type of building environment. In particular, the pipe pile foundation in infrastructure construction remains in an alkaline environment for a long time, which increases the construction difficulty of such projects.

[0003] Therefore, how to increase the service life of pipe piles in the above environment is a technical problem that needs to be solved urgently in the prior art. Summary of the Invention

[0004] The purpose of the present invention is to provide a method for improving the service life of pipe piles in the prior art. In order to achieve the above object, the technical solution adopted by the present invention is: A three-dimensional breeding system and a construction method thereof, comprising the following steps: S1. Preliminary planning, survey and data collection: Determine the project location, conduct surveys and data collection on the climate, water sources, land and other environmental factors at the project site, and plan the scale of the project based on the type and method of breeding. The company will be responsible for forming a special team, with the company's technical quality center and key management personnel of the ongoing project participating, to determine the team members. The company and the team members will organize special meetings to analyze the key points and difficulties of the project as well as the ultimate goal; S2. Define the design layout and multi-layer structure design: Based on the survey results and terrain design, blueprints are drawn up, and a construction plan is compiled to determine the layered layout of the three-dimensional aquaculture system. Simulate the construction project renderings through model design. Develop construction technical support measures tailored to the differences of inland projects, including special factors such as seawater environment level, seawater tides, and sea breezes. Jointly sort out various aspects of project management, such as construction, quality, safety, cost, and construction period, to sort out various difficulties encountered throughout the construction process. Key difficulties in project management are summarized and analyzed, their causes are deeply analyzed, and based on the ultimate goal, the construction and design are deduced to determine whether they meet the requirements. Areas that require further discussion and research are identified. S3. Infrastructure construction: ground treatment and pipe pile installation. Prefabricated pipe piles are used in complex terrains. The drilling depth is determined according to the soil bearing capacity. Step-by-step excavation is carried out, and foundation protection and protective layer construction are carried out. S4. System Construction and Setup: Continue project implementation in accordance with the established construction direction and relevant construction technical support measures. Provide timely feedback on any issues discovered during implementation, organize meetings for analysis, corrections, and modifications, ensuring the project proceeds smoothly as expected. S5. Layout of environmental control system: Build a smart warehouse and integrate it into a facility-based constant temperature breeding building to carry out year-round, assembly-line, sterile, disease-free, and drug-free healthy ecological breeding, maximizing space utilization and implementing a highly efficient water treatment recycling breeding system to increase the output and quality of breeding products. At the same time, the drainage from the breeding pond is pumped back into the breeding pond after biological filtration sedimentation and physical filtration, achieving zero pollution and zero discharge to the seawater, which is in line with the development direction of promoting sustainable growth of the ocean.

[0005] S6. System integration and acceptance: debug the control algorithm, submit a construction quality report, verify the construction quality through system testing and intelligent algorithms, record and save monitoring data, and complete the delivery work after trial operation.

[0006] Preferably, in step S3, the prestressed pipe pile is provided with an insulating layer, which is arranged around the side of the prestressed pipe pile facing the external environment and passes through the end of the prestressed pipe pile. The insulating layer is used to reduce the erosion of the prestressed pipe pile by chemical elements in the four types of building environments.

[0007] Preferably, the prestressed pipe pile includes a first pipe pile and a second pipe pile, the first pipe pile is in contact with shallow soil, the second pipe pile extends to contact hard soil, the distance of the first pipe pile toward the ground is smaller than the distance of the second pipe pile toward the ground, with the ground as the projection plane, the center points of the first pipe pile and the second pipe pile coincide with each other, the projection of the first pipe pile at least coincides with the projection of the second pipe pile, a damping layer is provided between the first pipe pile and the insulating layer, the damping layer is provided around the first pipe pile on the side facing the insulating layer, the damping layer passes through the end of the first pipe pile, and the damping layer is used to reduce sliding between the first pipe pile and the insulating layer.

[0008] Preferably, the diameter of the first pipe pile is larger than the diameter of the second pipe pile.

[0009] Preferably, the damping layer is provided with a connecting rod, one end of the connecting rod is connected to the first pipe pile, and the other end of the connecting rod is connected to the insulating layer. The connecting rod and the damping layer have a first matching form and a second matching form. In the first matching form, the central axis of the connecting rod remains perpendicular to the central axis of the damping layer, and the central axis of the connecting rod remains parallel to the central axis of the first pipe pile and the central axis of the insulating layer. The connecting rod keeps the end of the first pipe pile and the end of the insulating layer on the same horizontal plane. In the second matching form, the connecting rod bends and / or breaks.

[0010] Preferably, the connecting rod is separably connected to the first pipe pile and the insulating layer.

[0011] Preferably, the connecting rods are arranged in a ring-shaped pattern on the damping layer.

[0012] Preferably, the connecting rod and the damping layer are separably connected.

[0013] Preferably, a buffer zone is provided on a side of the connecting rod facing the damping layer, and the buffer zone is used to reduce the force acting on the connecting rod toward the damping layer.

[0014] Preferably, the end of the second pipe pile facing the first pipe pile extends toward the first pipe pile, and the connection between the first pipe pile and the second pipe pile surrounds the end of the second pipe pile facing the first pipe pile.

[0015] In summary, due to the adoption of the above technical solution, the beneficial effects of the present invention are: 1. In the three-dimensional aquaculture system and construction method described herein, in step S3, the insulating layer can effectively reduce the erosion of the prestressed pipe piles by corrosive elements in the four types of building environments, and the damping layer can effectively reduce the relative movement between the insulating layer and the prestressed pipe piles. Furthermore, in step S4 and during the project commissioning phase, the damping layer can further reduce the settlement of the prestressed pipe piles. 2. In the three-dimensional aquaculture system and construction method described herein, the connecting rod, through the first matching form of the connecting rod, can further reduce the relative movement between the insulating layer and the prestressed pipe piles. Simultaneously, in step S4 and during the project commissioning phase, the connecting rod changes from the first matching form to the second matching form. By monitoring the deformation of the connecting rod, the settlement state of the prestressed pipe piles can be effectively monitored. Furthermore, the change of the connecting rod from the first matching form to the second matching form can further reduce the settlement process of the prestressed pipe piles. 3. The three-dimensional breeding system and construction method thereof described in the present invention further improve the bearing capacity of the first pipe pile by extending the second pipe pile into the interior of the first pipe pile. At the same time, it effectively increases the force of the second pipe pile to penetrate hard soil, thereby reducing the sudden change of the prestressed pipe pile. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a flow chart of a three-dimensional breeding system and its construction method; Figure 2 It is a structural diagram of prestressed pipe piles; Figure 3 It is a structural diagram of the cross section of the prestressed pipe pile; Figure 4 yes Figure 3 Schematic diagram of the structure of A; Figure 5 It is a structural diagram of prestressed pipe piles from a bird's-eye view.

[0017] Markings in the figure: 1-prestressed pipe pile, 2-insulation layer, 3-first pipe pile, 4-second pipe pile, 5-damping layer, 6-connecting rod, 7-buffer zone. DETAILED DESCRIPTION

[0018] The present invention will be described in detail below with reference to the accompanying drawings.

[0019] In order to make the purpose, technical solutions and advantages of the present invention more clearly understood, the present invention will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not intended to limit the present invention.

[0020] Example 1 like Figures 1 to 2 As shown, the three-dimensional farming system and construction method thereof according to the present invention include the following steps: S1. Preliminary planning, survey and data collection: Determine the project location, conduct surveys and data collection on the climate, water sources, land and other environmental factors at the project site, and plan the scale of the project based on the type and method of breeding. The company will be responsible for forming a special team, with the company's technical quality center and key management personnel of the ongoing project participating, to determine the team members. The company and the team members will organize special meetings to analyze the key points and difficulties of the project as well as the ultimate goal; S2. Define the design layout and multi-layer structure design: Based on the survey results and terrain design, blueprints are drawn up, and a construction plan is compiled to determine the layered layout of the three-dimensional aquaculture system. Simulate the construction project renderings through model design. Develop construction technical support measures tailored to the differences of inland projects, including special factors such as seawater environment level, seawater tides, and sea breezes. Jointly sort out various aspects of project management, such as construction, quality, safety, cost, and construction period, to sort out various difficulties encountered throughout the construction process. Key difficulties in project management are summarized and analyzed, their causes are deeply analyzed, and based on the ultimate goal, the construction and design are deduced to determine whether they meet the requirements. Areas that require further discussion and research are identified. S3. Infrastructure construction: ground treatment and pipe pile installation. Prefabricated pipe piles are used in complex terrains. The drilling depth is determined according to the soil bearing capacity. Step-by-step excavation is carried out, and foundation protection and protective layer construction are carried out. S4. System Construction and Setup: Continue project implementation in accordance with the established construction direction and relevant construction technical support measures. Provide timely feedback on any issues discovered during implementation, organize meetings for analysis, corrections, and modifications, ensuring the project proceeds smoothly as expected. S5. Layout of environmental control system: Build a smart warehouse and integrate it into a facility-based constant temperature breeding building to carry out year-round, assembly-line, sterile, disease-free, and drug-free healthy ecological breeding, maximizing space utilization and implementing a highly efficient water treatment recycling breeding system to increase the output and quality of breeding products. At the same time, the drainage from the breeding pond is pumped back into the breeding pond after biological filtration sedimentation and physical filtration, achieving zero pollution and zero discharge to the seawater, which is in line with the development direction of promoting sustainable growth of the ocean.

[0021] S6. System integration and acceptance: debug the control algorithm, submit a construction quality report, verify the construction quality through system testing and intelligent algorithms, record and save monitoring data, and complete the delivery work after trial operation.

[0022] Using the three-dimensional breeding system and construction method thereof described in the present invention, in step S3, the prestressed pipe pile 1 is provided with an insulating layer 2, and the insulating layer 2 is arranged around the side of the prestressed pipe pile facing the external environment. The insulating layer 2 passes through the end of the prestressed pipe pile 1, and the insulating layer 2 is used to reduce the erosion of the prestressed pipe pile 1 by chemical elements in the four types of building environments.

[0023] By adopting the three-dimensional farming system and construction method thereof described in the present invention, the insulating layer 2 can reduce the degree of corrosion of the prefabricated pipe piles 1 in an alkaline environment, thereby increasing the service life of the prefabricated pipe piles 1 during use.

[0024] Specifically, the insulating layer 2 can be made of corrosion-resistant materials such as prefabricated sleeves, stainless steel sleeves, metal wrapping, and prefabricated cement.

[0025] As a preferred embodiment, based on the above method, further, the prestressed pipe pile 1 includes a first pipe pile 3 and a second pipe pile 4, the first pipe pile 3 is in contact with the shallow soil, the second pipe pile 4 extends to contact the hard soil, the distance of the first pipe pile 3 toward the ground is less than the distance of the second pipe pile 4 toward the ground, with the ground as the projection surface, the center points of the first pipe pile 3 and the second pipe pile 4 coincide with each other, the projection of the first pipe pile 3 at least coincides with the projection of the second pipe pile 4, a damping layer 5 is arranged between the first pipe pile 3 and the insulation layer 2, the damping layer 5 is arranged around the first pipe pile 3 toward the side of the insulation layer 2, the damping layer 5 passes through the end of the first pipe pile 3, and the damping layer 5 is used to reduce the sliding of the first pipe pile 3 and the insulation layer 2.

[0026] Specifically, the second pipe pile 4 is in contact with the underlying hard soil, the second pipe pile 4 is almost isolated from the air, and the hard soil contains less water, which causes less erosion to the second pipe pile 4. The environment in which the first pipe pile 3 is located is relatively moist compared to the second pipe pile 4, and the soil is relatively sparse. The damping layer 5 is arranged around the first pipe pile 3 to effectively reduce the erosion of the prestressed pipe pile 1 by alkaline ions. At the same time, in the corresponding step S3, during the pile driving construction, the damping layer 5 can effectively reduce the sliding between the first pipe pile 3 and the insulating layer 2, and further maintain the balance between the first pipe pile 3 and the insulating layer 2. In the step S4, the damping layer 5 can further reduce the settling speed of the first pipe pile 3, and further improve the damping layer 5 for maintaining the balance between the first pipe pile 3 and the insulating layer 2.

[0027] As a preferred embodiment, based on the above manner, further, the diameter of the first pipe pile 3 is larger than the diameter of the second pipe pile 4 .

[0028] Specifically, the larger diameter of the first pipe pile 3 can effectively increase the bearing capacity of the first pipe pile 3. At the same time, in the step S3, during the pile driving construction process, the smaller diameter of the second pipe pile 4 can more easily penetrate the hard soil, further effectively reducing the stress mutation of the prestressed pipe pile 1.

[0029] Example 2 like Figures 2 to 4As shown, the three-dimensional breeding system and construction method thereof described in the present invention are based on the above-mentioned method, and further, a connecting rod 6 is provided at the end of the first pipe pile 3, one end of the connecting rod 6 is connected to the first pipe pile 3, and the other end of the connecting rod 6 is connected to the insulating layer 2, and the connecting rod 6 and the damping layer 5 have a first matching form and a second matching form. In the first matching form, the central axis of the connecting rod 6 is perpendicular to the central axis of the damping layer 5, and the central axis of the connecting rod 6 is parallel to the central axis of the first pipe pile 3 and the central axis of the insulating layer 2. The connecting rod 6 keeps the end of the first pipe pile and the end of the insulating layer 2 on the same horizontal plane. In the second matching form, the connecting rod 6 is bent and / or broken.

[0030] Specifically, in step S3, the connecting rod 6 can further reduce the relative movement between the first pipe pile 3 and the insulating layer 2 during the pile driving construction. In step S4, the connecting rod 6 can further maintain the balance between the first pipe pile 3 and the insulating layer 2. At the same time, the settlement state of the prestressed pipe pile 1 can be effectively monitored through the deformation of the connecting rod 6 by visual inspection, strain measurement, etc. In the second matching form, the prestressed pipe pile 1 is completed and the project is put into use. The settlement of the prestressed pipe pile 1 can be further monitored through the deformation and / or fracture of the connecting rod 6 by strain measurement, etc. At the same time, the connecting rod 6 can further reduce the settlement between the first pipe pile 3 and the insulating layer 2, further improving the service life of the first pipe pile 2.

[0031] Specifically, the connecting rod 6 can be made of tough materials such as stainless steel, prefabricated steel pipe, etc.

[0032] As a preferred embodiment, based on the above manner, further, the connecting rod 6 is separably connected to the first pipe pile 3 and the insulating layer 2 .

[0033] Specifically, after the pile driving construction is completed, the connecting rod 6 is connected to the first pipe pile 3 and the insulating layer 2 in a detachable manner so that the connecting rod 6 can be replaced, which can further improve the balance between the first pipe pile 3 and the insulating layer 2, thereby reducing the settlement of the first pipe pile 3 and further improving the service life of the prestressed pipe pile 1.

[0034] As a preferred embodiment, based on the above method, further, the connecting rods 6 are arranged in a ring-shaped pattern on the damping layer 5 .

[0035] Specifically, the ring-point arrangement of the connecting rods 6 on the damping layer 5 can further reduce the relative movement between the first pipe pile 3 and the insulation layer 2. At the same time, the ring-point arrangement of the connecting rods 6 can further improve the service life of the first pipe pile 3. In step S4 and during the commissioning stage, multi-point monitoring of the connecting rods 6 through strain measurement and other methods can further improve the accuracy of settlement monitoring of the prestressed pipe pile 1.

[0036] As a preferred embodiment, based on the above method, further, the connecting rod 6 and the damping layer 5 are separably connected.

[0037] Specifically, the connecting rod 6 and the damping layer 5 are detachably connected. In step S3, the deformed connecting rod 6 is replaced during the pile driving construction process to further improve the stability between the isolation layer 2 and the first pipe pile 3.

[0038] As a preferred embodiment, based on the above manner, further, a buffer zone 7 is provided on the side of the connecting rod 6 facing the damping layer 5 , and the buffer zone 7 is used to reduce the force of the connecting rod 6 toward the damping layer 5 .

[0039] Specifically, the buffer zone 7 can further increase the service life of the connecting rod 6 and the damping layer 5 .

[0040] Specifically, the buffer zone 7 is made of elastic materials such as rubber.

[0041] Example 3 like Figures 2 to 4 As shown, the three-dimensional breeding system and construction method thereof described in the present invention are based on the above method. Further, the end of the second pipe pile 4 toward the first pipe pile 3 extends toward the first pipe pile 3, and the connection between the first pipe pile 3 and the second pipe pile 4 surrounds the end of the second pipe pile 4 toward the first pipe pile 3.

[0042] Specifically, the second pipe pile 4 extending into the interior of the first pipe pile 3 can further improve the bearing capacity of the prestressed pipe pile 1 in step S3 , and at the same time, can further improve the connectivity and stability between the first pipe pile 3 and the second pipe pile 4 .

[0043] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. A three-dimensional breeding system and its construction method, characterized in that: The steps include: S1. Preliminary planning, survey and data collection: determine the project location, conduct surveys and data collection on the climate, water sources, land and other environments of the project site, and plan the scale of the project based on the type and method of breeding; The company is responsible for forming a special task force, with participation from the company's technical quality center and key managers of ongoing projects, to determine the team members. The company and team members will organize a special meeting to analyze the key points and difficulties of the project as well as the ultimate goal; S2. Define the design layout and multi-layer structure design: Based on the survey results and terrain design, blueprints are drawn up, and a construction plan is compiled to determine the layered layout of the three-dimensional aquaculture system. Simulate the construction project renderings through model design. Based on the differences in inland projects, including special factors such as seawater environment level, seawater tides, and sea breezes, specific construction technical support measures are formulated; Together, we will review various aspects of project management, such as construction, quality, safety, cost, and timeframe, to identify various difficulties encountered throughout the construction process. We will summarize and analyze key difficulties in project management, deeply analyze their causes, and, based on the ultimate goal, determine whether the construction and design meet the requirements, and identify areas that require further discussion and research. S3. Infrastructure construction: ground treatment and pipe pile installation. Prefabricated pipe piles are used in complex terrains. The drilling depth is determined according to the soil bearing capacity. Step-by-step excavation is carried out, and foundation protection and protective layer construction are carried out. S4. System Construction and Setup: Continue project implementation in accordance with the established construction direction and relevant construction technical support measures. Provide timely feedback on any issues discovered during implementation, organize meetings for analysis, corrections, and modifications, ensuring the project proceeds smoothly as expected. S5. Environmental Control System Layout: Build a smart warehouse, integrated with a facility-based constant-temperature aquaculture building, to conduct year-round, assembly-line, sterile, disease-free, and drug-free healthy ecological aquaculture. This maximizes space utilization and utilizes a highly efficient water treatment system to increase the yield and quality of aquaculture products. Furthermore, drainage from the aquaculture ponds is filtered through biological sedimentation and physical filtration before being pumped back into the aquaculture ponds, achieving zero pollution and zero discharge to the seawater, in line with the development direction of promoting sustainable ocean growth. S6. System integration and acceptance: debug the control algorithm, submit a construction quality report, verify the construction quality through system testing and intelligent algorithms, record and save monitoring data, and complete the delivery work after trial operation.

2. A three-dimensional aquaculture system and construction method thereof according to claim 1, characterized in that: In step 3, the prestressed pipe pile is provided with an insulating layer, which is arranged around the side of the prestressed pipe pile facing the external environment and passes through the end of the prestressed pipe pile. The insulating layer is used to reduce the corrosion of the prestressed pipe pile by chemical elements in the four types of building environments.

3. A three-dimensional aquaculture system and construction method thereof according to claim 2, characterized in that: The prestressed pipe pile includes a first pipe pile and a second pipe pile. The first pipe pile contacts shallow soil, and the second pipe pile extends to contact hard soil. The distance of the first pipe pile toward the ground is smaller than the distance of the second pipe pile toward the ground. With the ground as the projection plane, the center points of the first pipe pile and the second pipe pile coincide with each other, and the projection of the first pipe pile at least coincides with the projection of the second pipe pile. A damping layer is provided between the first pipe pile and the insulating layer. The damping layer is provided around the first pipe pile on the side facing the insulating layer, and the damping layer passes through the end of the first pipe pile. The damping layer is used to reduce sliding between the first pipe pile and the insulating layer.

4. A three-dimensional aquaculture system and construction method thereof according to claim 3, characterized in that: The diameter of the first pipe pile is greater than the diameter of the second pipe pile.

5. A three-dimensional aquaculture system and construction method thereof according to claim 4, characterized in that: The damping layer is provided with a connecting rod, one end of the connecting rod is connected to the first pipe pile, and the other end of the connecting rod is connected to the insulating layer. The connecting rod and the damping layer have a first matching form and a second matching form. In the first matching form, the central axis of the connecting rod remains perpendicular to the central axis of the damping layer, and the central axis of the connecting rod remains parallel to the central axis of the first pipe pile and the central axis of the insulating layer. The connecting rod keeps the end of the first pipe pile and the end of the insulating layer on the same horizontal plane. In the second matching form, the connecting rod bends and / or breaks.

6. A three-dimensional aquaculture system and construction method thereof according to claim 5, characterized in that: The connecting rod is separably connected to the first pipe pile and the insulating layer.

7. A three-dimensional aquaculture system and construction method thereof according to claim 6, characterized in that: The connecting rods are arranged in a ring shape on the damping layer.

8. A three-dimensional aquaculture system and construction method thereof according to claim 7, characterized in that: The connecting rod and the damping layer are separably connected.

9. A three-dimensional aquaculture system and construction method thereof according to claim 8, characterized in that: A buffer zone is provided on a side of the connecting rod facing the damping layer, and the buffer zone is used to reduce the force acting on the connecting rod toward the damping layer.

10. A three-dimensional aquaculture system and construction method thereof according to claim 9, characterized in that: The end of the second pipe pile facing the first pipe pile extends toward the first pipe pile, and the connection between the first pipe pile and the second pipe pile surrounds the end of the second pipe pile facing the first pipe pile.

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