Overlapped non-prism structure hoisting and fixing construction process

Abstract

The invention relates to the technical field of hoisting construction, and particularly discloses a hoisting and fixing construction process for an overlapped non-prism structure. Comprising the following construction steps: manufacturing a prefabricated steel plate and a customized clamp, manufacturing a reinforcement cage of the prefabricated part, connecting the reinforcement cage and the prefabricated steel plate, manufacturing the prefabricated part, connecting the prefabricated part and the customized clamp, and connecting the prefabricated steel plate and the customized clamp with a hoisting apparatus. The hoisting device has the effects that the hoisting efficiency can be improved, and the hoisting safety can be improved.

Description

Technical Field

[0001] The present application relates to the technical field of hoisting construction, and in particular to a hoisting and fixing construction process for a stacked non-prismatic structure. Background Art

[0002] In the development of the modern construction industry, prefabricated buildings are being promoted and popularized more and more, and the proportion of prefabricated components is getting higher and higher. Prefabricated components are often large in size and heavy in weight, and are not easy to fix. There are great safety hazards in the process of lifting.

[0003] The composite column uses prefabricated ultra-high performance concrete pipe columns, the specifications of the pipe columns are that the wall thickness of the prefabricated part is 70-80mm, and the core concrete of the composite column is cast-in-place concrete. When hoisting the traditional prefabricated composite column, it is mainly fixed by setting clamps on the column body of the composite column, and the friction between the clamps and the pile body is used for hoisting and fixing. Especially when hoisting high-rise buildings, if the clamps and the pile body fall off, it is easy to affect the hoisting safety. Summary of the invention

[0004] In view of the deficiencies in the prior art, the present application provides a stacked non-prismatic structure hoisting and fixing construction process, which can speed up the hoisting efficiency and improve the safety during hoisting.

[0005] The present application provides a stacked non-prismatic structure hoisting and fixing construction process using the following technical solutions: A construction process for hoisting and fixing a stacked non-prismatic structure, comprising the following steps: S1, obtaining the size parameters and the center of gravity position of the prefabricated component, performing calculations based on the size and the center of gravity position of the prefabricated component to obtain the size parameters of the prefabricated steel plate and the size parameters of the customized clamp, and manufacturing the prefabricated steel plate and the customized clamp; S2, obtaining the prefabricated steel plate, making the prefabricated component, and connecting the prefabricated component and the prefabricated steel plate during the process of making the prefabricated component; S3, obtaining the customized clamp, and connecting the customized clamp and the prefabricated component; S4, connecting a lifting device through the prefabricated steel plate and the customized clamp, and using the lifting device to hoist the prefabricated component.

[0006] By adopting the above technical solution, using prefabricated steel plates and customized clamps, the preparation time for on-site construction can be reduced and the construction efficiency can be improved; in the process of making prefabricated components, directly connecting the prefabricated components and prefabricated steel plates can ensure the connection strength between the two, providing a stable foundation for subsequent lifting construction; customized clamps and prefabricated steel plates serve as connection points between prefabricated components and lifting equipment, which can disperse the stress points of prefabricated components during lifting and reduce the local pressure of prefabricated components, thereby avoiding the prefabricated components from sliding with the customized clamps during the lifting process and falling off, ensuring the safety of the lifting construction.

[0007] Preferably, the obtaining of the prefabricated steel plate, making the prefabricated component, and connecting the prefabricated component and the prefabricated steel plate during the process of making the prefabricated component comprises the following steps: S21, obtaining the prefabricated steel plate and making a steel cage of the prefabricated component; S22, placing the prefabricated steel plate horizontally on the top of the steel cage, and welding the longitudinal reinforcement of the steel cage and the bottom of the prefabricated steel plate; S23, obtaining a mold, placing the steel cage into the mold, injecting concrete into the mold until the space in the mold is filled with concrete, and performing fine curing. After the concrete is completely solidified, the mold is removed to obtain a prefabricated component.

[0008] By adopting the above technical solution, the overall strength of the prefabricated components is improved through the combination of steel cages and prefabricated steel plates; the production of prefabricated components can be carried out in factories or on-site, reducing the time and complexity of on-site construction.

[0009] Preferably, after pouring, the concrete is flush with the bottom of the prefabricated steel plate.

[0010] By adopting the above technical solution, it is possible to ensure good bonding between the upper surface of the prefabricated component and the prefabricated steel plate, which helps to improve the overall performance and durability of the structure.

[0011] Preferably, obtaining the customized clamp and connecting the customized clamp and the prefabricated component comprises the following steps: S31, sleeve the customized clamp on the prefabricated component, and adjust the customized clamp so that the customized clamp fits the prefabricated component; S32, tighten the customized clamp, perform a safety check, and ensure that the customized clamp is tightened in place.

[0012] By adopting the above technical solution, it is possible to ensure that the customized clamps are firmly connected to the prefabricated components, reduce the risk of the customized clamps falling off from the prefabricated components during hoisting, ensure the safety of the hoisting construction, and provide a certain foundation for subsequent hoisting and construction.

[0013] Preferably, the customized clamp is arranged at two-thirds of the total height of the prefabricated component.

[0014] By adopting the above technical solution, the setting position of the customized clamp helps to balance the load of the prefabricated component, especially during hoisting, which can reduce the shaking caused by the shift of the center of gravity, thereby improving the safety and efficiency of hoisting and support, and also helps to improve the stability and carrying capacity of the prefabricated component.

[0015] Preferably, the prefabricated steel plate is provided with a first lifting ear hole, and the first lifting ear hole passes through the prefabricated steel plate.

[0016] By adopting the above technical solution, the first lifting ear hole can be connected to a wire rope or other lifting equipment, thereby increasing the flexibility of the lifting operation.

[0017] Preferably, the inner wall of the first lifting ear hole is provided with threads.

[0018] By adopting the above technical solution, the preset threads reduce the need for on-site processing, simplify the installation process, and reduce the time and complexity of on-site construction.

[0019] Preferably, the customized clamp includes a first clamp and a second clamp, the first clamp and the second clamp are both sleeved on the prefabricated component, and the first clamp is located above the second clamp.

[0020] By adopting the above technical solution, the first clamp and the second clamp are simultaneously mounted on the prefabricated component to provide double fixation, thereby increasing the stability of the structure and providing layered support points for the prefabricated component to adapt to different load requirements; the upper and lower clamps can distribute the load more evenly. For prefabricated components with complex shapes or uneven weight distribution, the two clamps can provide a more reasonable fixing solution and reduce local pressure on the prefabricated components.

[0021] Preferably, the first clamp and the second clamp are respectively provided with a first fixing plate and a second fixing plate, the first fixing plate and the second fixing plate are both provided with a second hanging ear hole, and the first fixing plate and the second fixing plate are in abutment with each other.

[0022] By adopting the above technical solution, the first fixing plate and the second fixing plate abut against each other, which can provide additional stability and support; the first fixing plate and the second fixing plate are both provided with second lifting ear holes, allowing the use of multiple lifting points, which helps to distribute the load more evenly and further ensure the safety of the lifting construction.

[0023] Preferably, the method of connecting a lifting device through a prefabricated steel plate and a customized clamp and using the lifting device to hoist the prefabricated component comprises the following steps: S41, passing one end of a steel wire rope through the second lifting ear hole on the second fixing plate, and fixing the end of the steel wire rope passing through the second lifting ear hole; S42, obtaining a bolt eye, threading the bolt eye into the first eye hole, passing one end of another steel wire rope through the bolt eye, and fixing one end of the steel wire rope passing through the bolt eye; S43, connecting one end of the two steel wire ropes away from the prefabricated component to a lifting device to tighten the two steel wire ropes and confirm that the two steel wire ropes are in a vertical state; S44, using a lifting device to lift the prefabricated component, confirming that the prefabricated component is off the ground, and moving the prefabricated component.

[0024] By adopting the above technical solution, the safety and stability of the hoisting of prefabricated components are improved, and the construction efficiency and installation accuracy of prefabricated components are improved, providing a strong guarantee for the smooth progress of the hoisting construction.

[0025] In summary, the present application includes at least one of the following beneficial technical effects: 1. The use of prefabricated steel plates and customized clamps can reduce the preparation time for on-site construction and improve construction efficiency. In the process of making prefabricated components, directly connecting the prefabricated components and prefabricated steel plates can ensure the connection strength between the two and provide a stable foundation for subsequent hoisting construction. Customized clamps and prefabricated steel plates serve as the connection points between prefabricated components and lifting equipment, which can disperse the stress points of prefabricated components during hoisting and reduce the local pressure of prefabricated components, thereby preventing the prefabricated components from sliding with the customized clamps during the hoisting process and falling off, ensuring the safety of the hoisting construction. 2. The combination of steel cage and prefabricated steel plate improves the overall strength of prefabricated components; the production of prefabricated components can be carried out in the factory or on site, reducing the time and complexity of on-site construction; 3. After pouring, the concrete is flush with the bottom of the prefabricated steel plate, which can ensure a good bond between the upper surface of the prefabricated component and the prefabricated steel plate, helping to improve the overall performance and durability of the structure BRIEF DESCRIPTION OF THE DRAWINGS Figure 1 It is a construction schematic diagram of the hoisting construction of the prefabricated components in the embodiment of the present application; Figure 2 It is a structural schematic diagram of the connection between the prefabricated component and the prefabricated steel plate in the embodiment of the present application; Figure 3 This is a construction diagram of the hoisting construction of the prefabricated steel plate in the embodiment of the present application. Figure 4 is a schematic diagram of the structure of a custom clamp in an embodiment of the present application; Figure 5It is a construction schematic diagram of the hoisting construction of the customized clamp in the embodiment of the present application.

[0026] Explanation of the accompanying drawings: 1. Prefabricated component; 2. Prefabricated steel plate; 3. Customized clamp; 31. First clamp; 32. Second clamp; 33. First fixing plate; 34. Second fixing plate; 35. Second lifting ear hole; 4. Wire rope; 5. Clamp; 6. Steel cage; 7. First lifting ear hole; 8. Bolt lifting ear. DETAILED DESCRIPTION

[0027] The following is combined with Figure 1-5 This application is described in further detail.

[0028] The embodiment of the present application discloses a construction process for hoisting and fixing a stacked non-prismatic structure.

[0029] Reference Figure 1 and Figure 2 The construction process of hoisting and fixing the superimposed non-prismatic structure includes the following construction steps: S1, obtain the size parameters and center of gravity position of the prefabricated component 1, calculate according to the size and center of gravity position of the prefabricated component 1, obtain the size parameters of the prefabricated steel plate 2 and the size parameters of the customized clamp 3, and manufacture the prefabricated steel plate 2 and the customized clamp 3.

[0030] When manufacturing the prefabricated steel plate 2, the dimensional parameters of the prefabricated steel plate 2 are calculated according to the dimensional parameters of the prefabricated component 1, and the dimensional parameters of the prefabricated component 1 include but are not limited to length, width, height, center distance, any cross-sectional size, tolerance and special shape and / or features to determine the length, width, height and / or center distance of any two points on the side of the prefabricated steel plate 2, so that the prefabricated steel plate 2 can match the prefabricated component 1; when manufacturing the customized clamp 3, the dimensional parameters of the customized clamp 3 are calculated according to the dimensional parameters of the prefabricated component 1, and the dimensional parameters of the customized clamp 3 include but are not limited to inner diameter, width, thickness, fastener size and / or opening size of the clamp, so that the customized clamp 3 can match the prefabricated component 1; using the prefabricated steel plate 2 and the customized clamp 3 can reduce the preparation time for on-site construction and improve construction efficiency.

[0031] like Figure 2 As shown, in the embodiment of the present application, a first lifting ear hole 7 is provided on the prefabricated steel plate 2, and the first lifting ear hole 7 passes through the prefabricated steel plate 2. When the prefabricated steel plate 2 is manufactured, the position and number of the first lifting ear holes 7 are also set according to the center of gravity position of the prefabricated component 1, so that after the prefabricated steel plate 2 is connected to the prefabricated component 1, the center of gravity position of the prefabricated steel plate 2 can be aligned with the center of gravity position of the prefabricated component 1 or compensate each other, ensuring the balance of the entire structure during the lifting construction process, reducing the tilting and / or shaking of the prefabricated component 1 due to the shift of the center of gravity, and avoiding possible safety risks.

[0032] It should be noted that the position and number of the first lifting ear holes 7 on the prefabricated steel plate 2 need to be set according to the actual construction requirements, and the present application does not impose specific restrictions; for ease of understanding, the prefabricated component 1 in the embodiment of the present application is an annular column, the prefabricated steel plate 2 is an annular steel plate, and two first lifting ear holes 7 are provided on the prefabricated steel plate 2. The two first lifting ear holes 7 are symmetrically arranged on the prefabricated steel plate 2, and the two first lifting ear holes 7 are both located on the diameter passing through the center of gravity of the prefabricated steel plate 2, and the inner wall of the first lifting ear hole 7 is provided with a thread; the first lifting ear hole 7 can be connected to the wire rope 4 or other lifting equipment, thereby increasing the flexibility of the lifting operation, and the preset thread reduces the need for on-site processing, simplifies the installation process, and reduces the time and complexity of on-site construction.

[0033] S2, obtaining a prefabricated steel plate 2, making a prefabricated component 1, and connecting the prefabricated component 1 and the prefabricated steel plate 2 during the process of making the prefabricated component 1.

[0034] In the process of manufacturing the prefabricated component 1, directly connecting the prefabricated component 1 and the prefabricated steel plate 2 can ensure the connection strength between the two and provide a stable foundation for subsequent lifting construction.

[0035] The construction steps of S2 also include the following specific operation steps: S21, obtaining the prefabricated steel plate 2 and making the steel cage 6 of the prefabricated component 1.

[0036] In step S21, the prefabricated steel plate 2 in step S1 is transported to the place where the prefabricated component 1 is manufactured; the steel bars are also cut, bent and welded according to the size parameters of the prefabricated component 1 to form the various components of the steel cage 6, and the processed steel bars are assembled to form the steel cage 6 of the prefabricated component 1.

[0037] S22, placing the prefabricated steel plate 2 horizontally on the top of the steel cage 6, and welding the longitudinal bars of the steel cage 6 and the bottom of the prefabricated steel plate 2.

[0038] In step S22, the prefabricated steel plate 2 is horizontally placed on the top of the steel cage 6, so that the longitudinal reinforcement of the steel cage 6 is aligned with the prefabricated steel plate 2, and it is ensured that the center of gravity of the prefabricated steel plate 2 can be aligned with the center of gravity of the prefabricated component 1 or compensate each other; after the prefabricated steel plate 2 is placed, the longitudinal reinforcement of the prefabricated steel plate 2 and the steel cage 6 are welded to ensure that the prefabricated steel plate 2 and the steel cage 6 are firmly connected after welding, and the weld is full, without cracks, pores and other defects.

[0039] S23, obtaining a mold, placing a steel cage 6 into the mold, injecting concrete into the mold until the space in the mold is filled with concrete, and curing the mold. After the concrete is completely solidified, the mold is removed to obtain a prefabricated component 1.

[0040] In step S23, a corresponding mold is obtained according to the size parameters of the prefabricated component 1, the inside of the mold is cleaned, and a release agent is applied to the inner surface of the mold; the steel cage 6 welded to the prefabricated steel plate 2 is placed in the mold, and the position of the steel cage 6 is adjusted so that the steel cage 6 is aligned and vertical to the mold; concrete is injected until the space in the mold is filled with concrete, and the mold is carefully maintained. After the concrete is completely solidified, the mold is removed to obtain the prefabricated component 1; the production of the prefabricated component 1 can be carried out in a factory or on-site, reducing the time and complexity of on-site construction.

[0041] It should be noted that in the embodiment of the present application, when the steel cage 6 is placed in the mold, the inner wall of the mold abuts against the outer wall of the precast steel plate 2, and concrete is injected into the mold through the first lifting ear hole 7. After the concrete is poured, it is flush with the bottom of the precast steel plate 2 to ensure a good bond between the upper surface of the precast component 1 and the precast steel plate 2, which helps to improve the overall performance and durability of the precast component 1; after the concrete is injected, use cotton cloth and / or scouring pad to wipe the cement in the first lifting ear hole 7 to ensure that the first lifting ear hole 7 is clean and unobstructed.

[0042] like Figure 4 and Figure 5 As shown, the customized clamp 3 includes a first clamp 31 and a second clamp 32, and the first clamp 31 and the second clamp 32 are both mounted on the prefabricated component 1, and the first clamp 31 is located above the second clamp 32. The first clamp 31 and the second clamp 32 are simultaneously mounted on the prefabricated component 1, providing double fixation, increasing the stability of the structure, and providing layered support points for the prefabricated component 1 to adapt to different load requirements; the upper and lower clamps can distribute the load more evenly. For prefabricated components 1 with complex shapes or uneven weight distribution, the two clamps can provide a more reasonable fixing solution to reduce local pressure on the prefabricated component 1.

[0043] In the embodiment of the present application, the first clamp 31 and the second clamp 32 are respectively provided with a first fixing plate 33 and a second fixing plate 34, and the first fixing plate 33 and the second fixing plate 34 are both provided with a second lifting ear hole 35, and the first fixing plate 33 and the second fixing plate 34 are abutted; the abutment of the first fixing plate 33 and the second fixing plate 34 can connect the first clamp 31 and the second clamp 32, so as to limit the movement of the second clamp 32 through the first clamp 31, and provide additional stability and support for the second clamp 32; the first fixing plate 33 and the second fixing plate 34 are both provided with a second lifting ear hole 35, allowing the customized clamp 3 to have multiple lifting points in special circumstances, so as to more evenly distribute the load of the prefabricated component 1, ensure the stable connection between the customized clamp 3 and the prefabricated component 1 during the lifting construction, and further ensure the safety of the lifting construction.

[0044] It should be noted that the number of first fixing plates 33 and the number of second fixing plates 34 need to be set according to actual construction requirements, and the present application does not limit the number of first fixing plates 33 and the number of second fixing plates 34; for ease of understanding, the first fixing plates 33 in the embodiment of the present application are provided with two pieces, and the two first fixing plates 33 are symmetrically arranged on the outer wall of the first clamp 31, and the second fixing plates 34 are provided with two pieces, and the two second fixing plates 34 are symmetrically arranged on the outer wall of the second clamp 32.

[0045] S3, obtaining the customized clamp 3, and connecting the customized clamp 3 and the prefabricated component 1.

[0046] The setting position of the customized clamp 3 helps to balance the load of the prefabricated component 1, and in particular can reduce the shaking during the lifting process, thereby improving the safety and efficiency of lifting and supporting, and also helps to improve the stability of the prefabricated component 1.

[0047] The construction steps of S3 also include the following specific operation steps: S31, obtaining the customized clamp 3, sleeved the customized clamp 3 on the prefabricated component 1, and adjusting the customized clamp 3 so that the customized clamp 3 fits the prefabricated component 1.

[0048] In step S31, the customized clamp 3 is manufactured according to the size parameters of the customized clamp 3 in step S1, and the customized clamp 3 is sleeved on the prefabricated component 1. In the embodiment of the present application, the customized clamp 3 is arranged at two-thirds of the total height of the prefabricated component 1, and the customized clamp 3 is arranged at one end of the prefabricated component 1 close to the prefabricated steel plate 2. The customized clamp 3 is adjusted so that the inner wall of the customized clamp 3 fits with the outer wall of the prefabricated component 1 to ensure that the customized clamp 3 is firmly connected to the prefabricated component 1, reduce the custom clamp 3 and the prefabricated component 1 from falling off during hoisting, and ensure the safety of the hoisting construction.

[0049] Specifically, first, the second clamp 32 is sleeved on two-thirds of the total height of the prefabricated component 1, and the second clamp 32 is adjusted so that the inner wall of the second clamp 32 fits against the outer wall of the prefabricated component 1, and then the first clamp 31 is sleeved on the prefabricated component 1, and the first clamp 31 is located between the second clamp 32 and the prefabricated steel plate 2, and the first clamp 31 is adjusted so that the inner wall of the first clamp 31 fits against the outer wall of the prefabricated component 1, and the first clamp 31 is adjusted so that the first fixing plate 33 abuts against the second fixing plate 34.

[0050] S32, tighten the customized clamp 3, perform a safety check, and make sure that the customized clamp 3 is tightened in place.

[0051] In step S32, the first clamp 31 and the second clamp 32 are fastened by a plurality of fastening bolts, and the first clamp 31 and the second clamp 32 are observed respectively to determine whether the first clamp 31 and the second clamp 32 are in good contact with the prefabricated component 1, such as without obvious gap or misalignment, so as to determine that the customized clamp 3 is fastened in place.

[0052] S4, connecting the lifting equipment through the prefabricated steel plate 2 and the customized clamp 3, and using the lifting equipment to hoist the prefabricated component 1.

[0053] In step S4, the customized clamp 3 and the prefabricated steel plate 2 serve as the connection points between the prefabricated component 1 and the lifting equipment, which can disperse the stress points of the prefabricated component 1 during lifting and reduce the local pressure of the prefabricated component 1, thereby preventing the prefabricated component 1 from sliding with the customized clamp 3 and falling off during the lifting process, thereby ensuring the safety of the lifting construction.

[0054] The construction steps of S4 also include the following specific operation steps: S41, passing one end of a steel wire rope 4 through the second lifting ear hole 35 on the second fixing plate 34, and fixing the end of the steel wire rope 4 passing through the second lifting ear hole 35.

[0055] In step S41, the steel wire rope 4 is fixed by the clamp 5; specifically, one end of the steel wire rope 4 passes through the clamp 5, then passes through the second lifting ear hole 35, and finally passes through the clamp 5, and is fixed by the clamp 5 to prevent the steel wire rope 4 from sliding or detaching during the lifting construction process.

[0056] S42, obtaining a bolt eye 8, threading the bolt eye 8 to the first eye hole 7, passing one end of another steel wire rope 4 through the bolt eye 8, and fixing the end of the steel wire rope 4 passing through the bolt eye 8; In step S42, the bolt ear 8 is threadedly connected to the first ear hole 7, and the wire rope 4 is fixed by another clamp 5; specifically, another wire rope 4 and another clamp 5 different from those in step S41 are obtained, one end of the wire rope 4 is passed through the clamp 5, then through the bolt ear 8, and finally through the clamp 5, and the wire rope 4 is fixed by the clamp 5 to prevent the wire rope 4 from sliding or detaching during the lifting construction process.

[0057] S43, connecting the end of the corresponding steel wire rope 4 away from the prefabricated component 1 to the lifting device to make the steel wire rope 4 taut, and confirming that each steel wire rope 4 is in a vertical state.

[0058] The customized clamp 3 and the prefabricated steel plate 2 serve as the connection points between the prefabricated component 1 and the lifting equipment, which can disperse the stress points of the prefabricated component 1 during lifting and reduce the local pressure of the prefabricated component 1, thereby preventing the prefabricated component 1 from sliding with the customized clamp 3 and falling off during the lifting process, thereby ensuring the safety of the lifting construction; before carrying out the lifting construction, the tension of the wire rope 4 is checked to ensure that the prefabricated component 1 can be lifted smoothly.

[0059] S44, lift the prefabricated component 1 using a lifting device, confirm that the prefabricated component 1 is off the ground, and move the prefabricated component 1.

[0060] Please note that, please refer to Figure 3 In the embodiment of the present application, two first lifting ear holes 7 are provided, and the number of bolt lifting ears 8 should match the number of the first lifting ear holes 7, that is, the number of bolt lifting ears 8 is two; the steel wire rope 4 passing through the bolt lifting ears 8 should also match the number of the bolt lifting ears 8, that is, two steel wire ropes 4 are used to pass through the two bolt lifting ears 8 respectively.

[0061] Also, please refer to Figure 4 and Figure 5 In the embodiment of the present application, two second fixing plates 34 are provided, and the number of steel wire ropes 4 should match the number of second fixing plates 34, that is, the number of steel wire ropes 4 is two, and the two steel wire ropes 4 pass through the second lifting ear holes 35 of the two second fixing plates 34 respectively.

[0062] Specifically, in the embodiment of the present application, there are four steel wire ropes 4, and one end of the four steel wire ropes 4 away from the prefabricated component 1 is connected to the lifting equipment.

[0063] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A construction process for hoisting and fixing a stacked non-prismatic structure, characterized in that: The construction steps include: S1, obtaining the size parameters and the center of gravity position of the prefabricated component (1), performing calculations based on the size and the center of gravity position of the prefabricated component (1), obtaining the size parameters of the prefabricated steel plate (2) and the size parameters of the customized clamp (3), and manufacturing the prefabricated steel plate (2) and the customized clamp (3); S2, obtaining the prefabricated steel plate (2), manufacturing the prefabricated component (1), and connecting the prefabricated component (1) and the prefabricated steel plate (2) during the manufacturing process of the prefabricated component (1); S3, obtaining the customized clamp (3), and connecting the customized clamp (3) and the prefabricated component (1); S4, connecting a lifting device via the prefabricated steel plate (2) and the customized clamp (3), and using the lifting device to hoist the prefabricated component (1).

2. The construction process for hoisting and fixing a stacked non-prismatic structure according to claim 1 is characterized in that: The method of obtaining the prefabricated steel plate (2), manufacturing the prefabricated component (1), and connecting the prefabricated component (1) and the prefabricated steel plate (2) during the manufacturing of the prefabricated component (1) comprises the following steps: S21, obtaining the prefabricated steel plate (2) and making a steel cage (6) of the prefabricated component (1); S22, placing the prefabricated steel plate (2) horizontally on the top of the steel cage (6), and welding the longitudinal reinforcement of the steel cage (6) and the bottom of the prefabricated steel plate (2); S23, obtaining a mold, placing the steel cage (6) into the mold, injecting concrete into the mold until the space in the mold is filled with concrete, and curing the mold. After the concrete is completely solidified, the mold is removed to obtain a prefabricated component (1).

3. The construction process for hoisting and fixing a stacked non-prismatic structure according to claim 2 is characterized in that: After the concrete is poured, it is flush with the bottom of the prefabricated steel plate (2).

4. According to the construction process for hoisting and fixing a stacked non-prismatic structure as described in claim 1, the step of obtaining a customized clamp (3) and connecting the customized clamp (3) and the prefabricated component (1) is characterized in that: The steps include: S31, obtaining the customized clamp (3), sleeve the customized clamp (3) on the prefabricated component (1), and adjust the customized clamp (3) so that the customized clamp (3) fits the prefabricated component (1); S32, tighten the customized clamp (3), perform a safety check, and ensure that the customized clamp (3) is tightened in place.

5. The construction process for hoisting and fixing a stacked non-prismatic structure according to claim 4 is characterized in that: The customized clamp (3) is arranged at two-thirds of the total height of the prefabricated component (1).

6. The construction process for hoisting and fixing a stacked non-prismatic structure according to claim 2 is characterized in that: The prefabricated steel plate (2) is provided with a first lifting ear hole (7), and the first lifting ear hole (7) passes through the prefabricated steel plate (2).

7. The construction process for hoisting and fixing a stacked non-prismatic structure according to claim 6 is characterized in that: The inner wall of the first lifting ear hole (7) is provided with a thread.

8. The construction process for hoisting and fixing a stacked non-prismatic structure according to claim 7 is characterized in that: The customized clamp (3) comprises a first clamp (31) and a second clamp (32), wherein the first clamp (31) and the second clamp (32) are both sleeved on the prefabricated component (1), and the first clamp (31) is located above the second clamp (32).

9. The construction process for hoisting and fixing a stacked non-prismatic structure according to claim 8 is characterized in that: The first clamp (31) and the second clamp (32) are respectively provided with a first fixing plate (33) and a second fixing plate (34); the first fixing plate (33) and the second fixing plate (34) are both provided with a second hanging ear hole (35); the first fixing plate (33) and the second fixing plate (34) are in abutment with each other.

10. The construction process for hoisting and fixing a stacked non-prismatic structure according to claim 9, wherein the prefabricated steel plate (2) and the customized clamp (3) are connected with a lifting device, and the prefabricated component (1) is hoisted using the lifting device, characterized in that: S41, passing one end of a steel wire rope (4) through the second lifting ear hole (35) on the second fixing plate (34), and fixing the end of the steel wire rope (4) passing through the second lifting ear hole (35); S42, obtaining a bolt lifting ear (8), threading the bolt lifting ear (8) to the first lifting ear hole (7), passing one end of another steel wire rope (4) through the bolt lifting ear (8), and fixing one end of the steel wire rope (4) passing through the bolt lifting ear (8); S43, connecting the end of the corresponding steel wire rope (4) away from the prefabricated component (1) to a lifting device to tighten the steel wire rope (4) and ensure that each steel wire rope (4) is in a vertical state; S44, using a lifting device to lift the prefabricated component (1), confirming that the prefabricated component (1) is off the ground, and moving the prefabricated component (1).

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